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Home My WebLink AboutC-8865-5 - Newport Beach Fire Station 1 and Balboa Branch Library ProjectMY OF NEWPORT BEACH Sealed bids shall be submitted electronically via PlanetBids to office of the City Clerk, 100 Civic Center Drive, Newport Beach, CA 92660 Before 10:00 AM on the 29 day of January, 2026, at which time such bids shall be opened and read for NEWPORTBEACH FIRE STATION 1 AND BALBOA BRANCH LIBRARY PROJECT Contract No. 8866-1 $16,000,000.00 Engineer's Estimate Approved by /X�, .dames M. Houlihan eputy PWD/City Engineer Prospective bidders may obtain Bid Documents, Project Specifications and Plans via PlanetBids: hftp://www.planetbids.com/portal/portal.cfm?CompanvlD=22078 MANDATORY PRE -BID SITE WALK: A mandatory job walk will be conducted for this project on January 7t", 2026 at 10:00 AM at the located at 110 East Balboa Blvd, Newport Beach, CA 92661 Contractor License Classifications) required for this project: `B" For further information, call Tom Sandefur, Project Manager at (949) 644-3321 BID INFORMATION IS AVAILABLE ON THE CITY WEBSITE: https://www. newportbeachca.gov/government/data-hub/online-services/bids-rfps-vendor- reqistration City of Newport Beach NEWPORT BEACH FIRE STATION 1 AND BALBOA BRANCH LIBRARY PROJECT Contract No. 8865-1 TABLE OF CONTENTS NOTICE INVITING BIDS..........................................................................................Cover INSTRUCTIONS TO BIDDERS...................................................................................... 3 BIDDER'S BOND............................................................................................................ 6 DESIGNATION OF SUBCONTRACTOR(S)................................................................... 9 NON -COLLUSION AFFIDAVIT..................................................................... 10 DESIGNATION OF SURETIES...................................................................... 11 CONTRACTOR'S INDUSTRIAL SAFETY RECORD....................................................12 ACKNOWLEDGEMENT OF ADDENDA....................................................................... 14 INFORMATION REQUIRED OF BIDDER..................................................................... 15 NOTICE TO SUCCESSFUL BIDDER...........................................................................18 CONTRACT.................................................................................................................. 20 LABOR AND MATERIALS PAYMENT BOND ............................................. Exhibit A FAITHFUL PERFORMANCE BOND........................................................... Exhibit B INSURANCE REQUIREMENTS.................................................................Exhibit C PROPOSAL.............................................................................................................. PR-1 SPECIALPROVISIONS............................................................................................ SP-1 2 City of Newport Beach NEWPORT BEACH FIRE STATION 1 AND BALBOA BRANCH LIBRARY PROJECT Contract No. 8865-1 INSTRUCTIONS TO BIDDERS 1. The following documents shall be completed, executed, uploaded and received by the City Clerk via PlanetBids in accordance with NOTICE INVITING BIDS: INSTRUCTIONS TO BIDDERS BIDDER'S BOND (Original copies must be submitted to the City Clerk's Office in Sealed Envelope before the bid opening) DESIGNATION OF SUBCONTRACTORS ACKNOWLEDGEMENT (Subcontractor information to be submitted via PlanetBids) CONTRACTOR'S INDUSTRIAL SAFETY RECORD INFORMATION REQUIRED OF BIDDER ALL ADDENDA TO PLANS AND SPECIFICATIONS AS ISSUED BY AGENCY PRIOR TO BID OPENING DATE (if any; Contractor shall confirm via PlanetBids) TECHNICAL ABILITY AND EXPERIENCE REFERENCES NON -COLLUSION AFFIDAVIT DESIGNATION OF SURETIES PROPOSAL ACKNOWLEDGEMENT (Line Items to be completed via PlanetBids) The City Clerk's Office will open and read the bid results from PlanetBids immediately following the Bid Opening. The Bid Results are immediately available to the public via PlanetBids following the Bid Opening Date (Bid Due Date). Members of the public who would like to attend this reading may go to Bay E, 2nd Floor of the Civic Center (Located at 100 Civic Center Dr.) 2. Cash, certified check or cashier's check (sum not less than 10 percent of the total bid price) may be received in lieu of the BIDDER'S BOND. The title of the project and the words "Sealed Bid" shall be clearly marked on the outside of the envelope containing the documents. Original copies must be submitted to the City Clerk's Office. 3. The City of Newport Beach will not permit a substitute format for the Contract Documents listed above. Bidders are advised to review their content with bonding and legal agents prior to submission of bid. 4. BIDDER'S BOND shall be issued by an insurance organization or surety (1) currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, and (2) listed as an acceptable surety in the latest revision of the Federal Register Circular 570. The successful bidder's security shall be held until the Contract is executed. Original, sealed copies must be submitted to the City Clerk's Office before the Bid Opening. The title of the project, Contract Number and the words "Sealed Bid" shall be clearly marked on the outside of the envelope containing the documents. 5. The estimated quantities indicated in the PROPOSAL are approximate, and are given solely to allow the comparison of total bid prices. 3 6. Bids are to be computed upon the estimated quantities indicated in the PROPOSAL multiplied by unit price submitted by the bidder. In the event of discrepancy between wording and figures, bid wording shall prevail over bid figures. In the event of error in the multiplication of estimated quantity by unit price, the correct multiplication will be computed and the bids will be compared with correctly multiplied totals. The City shall not be held responsible for bidder errors and omissions in the PROPOSAL. 7. Top three contractors will be required to submit a bid breakdown based on the Divisions of the project specifications 48 hours after the bid opening. See Exhibit 7 for a sample of the Divisions. 8. The City of Newport Beach reserves the right to reject any or all bids and to waive any minor irregularity or informality in such bids. Pursuant to Public Contract Code Section 22300, at the request and expense of the Contractor, securities shall be permitted in substitution of money withheld by the City to ensure performance under the contract. The securities shall be deposited in a state or federal chartered bank in California, as the escrow agent. 9. In accordance with the California Labor Code (Sections 1770 et seq.), the Director of Industrial Relations has ascertained the general prevailing rate of per diem wages in the locality in which the work is to be performed for each craft, classification, or type of workman or mechanic needed to execute the contract. A copy of said determination is available by calling the prevailing wage hotline number (415) 703-4774, and requesting one from the Department of Industrial Relations. All parties to the contract shall be governed by all provisions of the California Labor Code — including, but not limited to, the requirement to pay prevailing wage rates (Sections 1770-7981 inclusive). A copy of the prevailing wage rates shall be posted by the Contractor at the job site. 9. The Contractor shall be responsible for insuring compliance with provisions of Section 1777.5 of the Labor Code Apprenticeship requirements and Section 4100 et seq. of the Public Contracts Code, "Subletting and Subcontracting Fair Practices Act'. 10. No contractor or subcontractor may be listed on a bid proposal for a public works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)]. 11. No contractor or subcontractor may be awarded a contract for public work on a public works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. 12. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. 13. All documents shall bear signatures and titles of persons authorized to sign on behalf of the bidder. For corporations, the signatures shall be of a corporate officer or an individual authorized by the corporation. For partnerships, the signatures shall be of a general partner. For sole ownership, the signature shall be of the owner. 14. Pursuant to Public Contract Code section 9204, for any demand by contractor, whether on behalf of itself or a subcontractor that lacks privity of contract with the City but has requested that contractor proceed on its behalf, sent by registered mail or certified mail return receipt requested for a time extension, payment by the City for money or damages arising from work done by, or on behalf of, the contractor and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled, or for payment of an amount that is disputed by the City, the following is a summary of the claims resolution process to be applied: 4 A. The City shall review the claim and, within 45 days, shall provide a written statement identifying the portions of the claim that are disputed and undisputed. This time period may be extended by mutual agreement. The claimant shall furnish all reasonable documentation to support the claim. If the City needs approval from its City Council to provide the written statement and the City Council does not meet within the prescribed time period, the City shall have up to 3 days following the next regular meeting of the City Council to provide the written statement. Payment of the undisputed portion of the claim shall be made within 60 days after the City issues its written statement. B. If the claimant disputes the City's written statement or if the City does not issue a written statement in the prescribed time period, the claimant may demand in writing an informal meet and confer conference, which shall be scheduled within 30 days of receipt of claimant's demand. C. Within 10 business days of the meet and confer conference, if a dispute remains, the City shall provide a written statement identifying the portion of the claim that remains in dispute and the undisputed portion. The City shall pay any remaining amount of the undisputed portion within 60 days. Any disputed portion of the claim shall be submitted to nonbinding mediation or similar nonbinding process, with the City and claimant sharing the costs equally and agreeing to a mediator within 10 business days. If the parties cannot timely agree on a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate the remaining disputed portion. If mediation is unsuccessful, any remaining disputed portion shall be addressed using procedures outside of Public Contract Code section 9204. D. Failure by the City to meet the time requirements herein shall result in the claim being rejected in its entirety and shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant. The signature below represents that the above has been revi pd. 881a24 A & B Contractor's License No. & Classification Authorized Si a ur Albert M. Giacom - sident 1000000413 06/30/2026 DIR Registration Number & Expiration Date AMG & Associates, Inc. Bidder 1 /23/26 Date A ny erso - Vice President/ Secretary/ Treasurer 5 City of Newport Beach NEWPORT BEACH FIRE STATION 1 AND BALBOA BRANCH LIBRARY PROJECT Contract No. 8865-1 BIDDER'S BOND We, the undersigned Principal and Surety, our successors and assigns, executors, heirs and administrators, agree to be jointly and severally held and firmly bound to the City of Newport Beach, a charter city, in the principal sum of TEN PERCENT THE AMOUNT BID IN Dollars ($ 10% "'"'+**`"**#"#}, to be paid and forfeited to the City of Newport Beach if the bid proposal of the undersigned Principal for the construction of NEWPORT BEACH FIRE STATION 1 AND BALBOA BRANCH LIBRARY PROJECT, Contract No. 8865-1 in the City of Newport Beach, is accepted by the City Council of the City of Newport Beach and the proposed contract is awarded to the Principal, and the Principal fails to execute the Contract Documents in the form(s) prescribed, including the required bonds, and original insurance certificates and endorsements for the construction of the project within thirty (30) calendar days after the date of the mailing of "Notification of Award", otherwise this obligation shall become null and void. If the undersigned Principal executing this Bond is executing this Bond as an individual, it is agreed that the death of any such Principal shall not exonerate the Surety from its obligations under this Bond. Witness our hands this 9th day of January , 2026. AMG & Associates, Inc. Name of Contractor (Principal) uthori i /Title {�tbeaklUt.Guccwuu,;—wA'�s%df" Travelers Casualty and Surety Company of America Name of Surety 21680 Gateway Center Dr. Diamond Bar, CA 91765 Address of Surety 909.612.3677 Telephone Authori Agent Signature MARY SMITH Attorney in Fact Print Name and Title (Notary acknowledgment of Principal & Surety must be attached) C.1 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Los Angeles } ss. On January 9 20 26 before me, Albert Febres-Cordero Notary Public, personally appeared MARY SMITH who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signatur ALBERT FEBRES•CQRDER0 COMMISSION #2501506 Notary Public - California LOS ANGELES COUNTY My Commission Expires OCT09ER 5, 2028 OPTIONAL INFORMATION Date of Document Type or Title of Document Number of Pages in Document Document in a Foreign Language Type of Satisfactory Evidence: Personally Known with Paper Identification Paper Identification Credible Witness(es) Thumbprint of Signer 71 Capacity(ies) claimed by Signer(s): Trustee Power of Attorney CEO/CFO/COO President / Vice -President / Secretary / Treasurer Other: Other Information: 7 Check here if no thumbprint or fingerprint is available. ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of L(zs AuG,ELE.-3 —ISS. On Fr—Srtotvzy 03 before me, --t7Av►� SILK Notary Public, personally appeared AL4$eW--r M- G;,Ac0r•AZ2k who proved to me on the basis of satisfactory evidence to be the person.(s) whose name(z) is/ape subscribed to the within instrument and acknowledged to me that he/ske/tbigy executed the same in his/tyerltgeir authorized capacity(i&s), and that by his/her/their signatures(.a) on the instrument the personW, or the entity upon behalf of which the person.*) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal DAVIDSILVA Notary Public • California Los Angeles County Commission # 2542755 IL 'n' My Comm. Expires Jan 16, 2030 Signature (seal) ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of )SS' On 20 before me, Notary Public, personally appeared who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature N. (seal) TRAVELERSJAW Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duty organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Mary Smith of PASADENA , California , their true and lawful Attomey(s)-in-Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 21st day of April, 2021. 1AfM Sh;k61 F��Y JNO wJ a` Ri u �\ CO!6Y 2 m � CQRYItI State of Connecticut By: City of Hartford ss. Robert L. RaneycoteniorVire President On this the 21st day of April, 2021, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of each of the Companies, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duly authorized officer. IN WITNESS WHEREOF, I hereunto set my hand and official seal t F Nam, My Commission expires the 30th day of June, 2026 - Anna P. Nowik, Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of each of the Companies, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attomeys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seat with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her, and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attomeys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate retailing thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attomeys-in- Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of each of the Companies, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which remains in full force and effect. Dated this 9th day of January , 2026 /6YA g C OONrl �s � 'fir vY�� Y1i d` A .(L G, to—/47t''� Kevin E. Hughes, Assisstant Secretary To verify the authenticity of this Power of Attorney, please call us at 1-800-421-3880. Please refer to the above -named At torney(s)-in-factand the details of the bond to which this Power of Attorney is attached. No. 6516 STA'171-'OF CALIFORNIA DEPARTMENT OF INSURANCE SAN FRANCISCO Amended Certificate of Authority THiS IS TO CERTIFY. That, pursuant to the Insurance Code of the State of Catfondu, Tratelers Cusualty and Surety CntnpnnJ• ol,,Imerlca of ma'Ord, Cvrrrtecticut, vrgani_erl under the laws OfConuecttr•ut• subject to its.drricles oJ•InrarPorzrtiou or other ftnrdamental a gani_ational dnrumetris, is hereby azithorized to tr atrsact within this Skate, subject !v all pr•ovisious of this Certifrcata, the following chzsses of insurance: Fire, Marine, Surely, Disability, Plate Glass, Liability, Workers' Compensation, Common Carrier liability, Boiler and Machinery, Burglary, Credit, Sprinkler, Team and Vehicle, Automobile, Aircraft, and Miscellaneous as such c kisses as a now or man+ hereafrer be defined in the Insurance Lau s oft he Srcve of Cal iforniu. THIS CERTIFICATE is eYrresslr conditioned itpotr the holder hereof aoa• and hereaT er being nr fill! compliance with till, antl not iri rtolation of any, of fhe applicable laws anal lttwftd requirements prude miller aurhoriq- ofthe inns ofdre Srrue of (.7046rarin as Jong to such !ui>>s or regrii)-entents tire in effect and apnlicnhlr., Mid- stick hm:•sanalrequir•crnentsrrou-tine, ormcrYhererfier•bechanged orameadeel. IN WITNESS WHEREOF, effective as of the 131 day of Jule, 1997, 1 have hereunto set my hand and causer/ u�>> gffirial seal to be of ixellthis 1 h'th day cy dime, 199Z Fee S9?.Op Chuck Quackenixisih Insunn= Cnnunissi0n2r Ree. No. Filed 5/2&'9' SLr I�!ctw in S. SYdhun Certification Depur; 1, the undersigned insurnace COntntlsNioner oj't/te Stare of Cal forma, do henby cerl f .Hirai 1 helve runr/iaretl the uhr.ve cuni' ojCct tYica[e nf.luthortn, z, itb thv dnplicatrt njt?ri6rnal now pat j11C i!t atnfrce, un,1 llrru tltc .recite is a firll, true, road correw transcript thereof, and of the Whole of said duplicate, and said Cart jlraatrt of..111thori11• is now in fullfarce turd effect. IN WITNESS WHEREOF, I have hereunto set ntY hand antl cuttsed ray rrtlrcial seal to be afflsed this 31 St dnr of December, 2007, Steve Poh_ner GiSaraate r uru�i,isslgnrr Pardine D Indreei City of Newport Beach NEWPORT BEACH FIRE STATION 1 AND BALBOA BRANCH LIBRARY PROJECT Contract No. 8865-1 DESIGNATION OF SUBCONTRACTOR(S) - AFFIDAVIT State law requires the listing of all subcontractors who will perform work in an amount in excess of one- half of one percent of the Contractor's total bid. If a subcontractor is not listed, the Contractor represents that he/she is fully qualified to and will be responsible for performing that portion of the work. Substitution of subcontractors shall be made only in accordance with State law and/or the Standard Specifications for Public Works Construction, as applicable. Pursuant to Public Contract Code Section 22300 appropriate securities may be substituted for any monies to be withheld to ensure performance under the Contract. The Bidder, by signing this designation, certifies that bids from the subcontractors as listed in the Bidder's electronic bid have been used in formulating the bid for the project and that these subcontractors will be used subject to the approval of the Engineer and in accordance with State law. No changes may be made in these subcontractors except with prior approval of the City of Newport Beach. Bidders must also include DIR registration numbers for each subcontractor. AMG & Associates. Inc. Bidder 9 Authorized Si6in t Albert M. GiacomaVresident An ony R. Wverso - Vice President/ Secretary/ Treasurer DESIGNATION OF SUBCONTRACTORS Prime Contractor: AMG & Associates, Inc. Authorization/Title: Albert M. Giacomazzi - President Business Name Business Address City, State, Zip Description and/or Portion of Work Contractor License Information DIR Registration Number Number Class EAGLE CONTRACTING 8204 GARFIELD AVE BELL GARDENS, CA 90201 Demo /Abatement 970089 C21 C22 2000012565 SUMMER CONSTRUCTION P 0 BOX 30 SANTA PAULA, CA 93061 Earthwork 597494 C12 1000004997 INLAND EMPIRE LANDSCA E 2456 KERN ST SAN BERNARDINO, CA 92407 Landscaping 802299 C27 1000019419 KERNS INC 17560 CATALPA STREET HESPERIA, CA 92345 Utilities 986739 C34 1000006137 FG Concrete 37144 KENSINGTON DR MADERA, CA 93636 Concrete /Rebar 1065942 C8 C50 1000585735 Troy's Iron Craft 8150 ELETRIC AVE STANTON, CA 90680 Structural Steel Fence/Gates 945177 C51 C13 1000412581 ABDELLATIF 26072 MERIT CIRCLE Ste 103 LAGUNA HILLS, CA 92653 Rough Carpentry Fiber Cement Siding 662128 C5 1000001544 BFD 27392 VIA SEGUNDO MISSION VIEJO, CA92692 Casework 1092656 C6 1000960655 MENDI 18897 LOS HERMANOS RANCH RD VALLEY CENTER, C 92082 Architectural Fiberglass 1085822 B 1000977102 By submitting this, The Bidder, certifies that the bids from the listed subcontractors have been used in formulating the bid for this project and the list subcontractors shall be used subject to approval of the Engineer and in accordance with State law. No changes shall be made except with prior approval of the City of Newport Beach. State law requires the listing of all subcontractors who will performing work greater than one-half of one percent of the Contractors total bid. Substitutions of Subcontractors shall only be made in accordance with State law and/or the Standard Specifications for Public Works Construction. DUPLICATE AS NEEDED FOR ADDITIONAL SUBCONTRACTORS DESIGNATION OF SUBCONTRACTORS DESIGNATION OF SUBCONTRACTORS Prime Contractor: AMG & Associates, Inc. Authorization/Title: Albert M. Giacomazzi - President Business Name Business Address City, State, Zip Description and/or Portion of Work Contractor License Information DIR Registration Number Number Class COPP ROOFING P O BOX 4543 BLUE JAY, CA 92317 Asphalt ShinglesTPO Roofing 806485 C39 1000020088 UNITED CONTRACTORS 334 WEST OAK STREET 92401ERNARDINO, CA Sheet Metal 416125 C43 1000001724 MULVIHILL 1239 N TUSTIN AVE ANAHEIM, CA 92807 oors, rames, hardware 931643 C28 1000001515 NATIONAL GARAGE DOOR 3185 FTIZGERALD RD RANCHO CORDOVA, CA 95742 Overhead Doors folding panel doors 902465 C61 1000004144 K&L GLAZING INC 8674 BAY LAUREL ST CHINO, CA 91708 Storefronts 1131130 C1 7 2000012628 BEST INTERIORS 2100 E VIA BURTON ANAHEIM, CA 92806 Plastering Gypsum Board 504013 C35 C9 1000000062 CEILING EXPERTS 1340 MAIN AVE SACRAMENTO, CA 95838 Acoustic Ceiling 917629 C2 1000006305 MICHAEL SURFACE 7101 SCHIRRA CT BAKERSFIELD, CA 93313 Flooring 1088958 C15 1000877947 By submitting this, The Bidder, certifies that the bids from the listed subcontractors have been used in formulating the bid for this project and the list subcontractors shall be used subject to approval of the Engineer and in accordance with State law. No changes shall be made except with prior approval of the City of Newport Beach. State law requires the listing of all subcontractors who will performing work greater than one-half of one percent of the Contractors total bid. Substitutions of Subcontractors shall only be made in accordance with State law and/or the Standard Specifications for Public Works Construction. DUPLICATE AS NEEDED FOR ADDITIONAL SUBCONTRACTORS DESIGNATION OF SUBCONTRACTORS DESIGNATION OF SUBCONTRACTORS Prime Contractor: AMG & Associates, Inc. Authorization/Title: Albert M. Giacomazzi - President Business Name Business Address City, State, Zip Description and/or Portion of Work Contractor License Information DIR Registration Number Number Class PLAY FOUNDATIONS 1330 N MELROSE DR STE F VISTA, CA 92083 Playground Equipment 864076 C61 1000018228 YAMADA 16552 BURKE LANE HUNTINGTON BEAC CA 92647 , Library Equipment 582159 C61 1000001651 Kitcor 9959 GLENOAKS BLVD SUN VALLEY, CA 91352 Kitchen Appliances 244236 C43 1000005654 HILLER 2120 CAPITAL DR WILMINGTON, NC 28405 Fire sprinkler 1105955 C16 1001133333 PACIFIC PLUMBING P O BOX 1494 SANTAANA, CA 92702 Plumbing 266807 C36 1000009561 CWS 8909-F COMPLIES DR SAN DIEGO, CA 9212 HVAC Low Voltage 623901 CC20 1000002370 VALLEY UNIQUE 75 PARK CREEK DR #101 CLOVIS, CA 93611 Electrical 464539 C1 p 1000006228 By submitting this, The Bidder, certifies that the bids from the listed subcontractors have been used in formulating the bid for this project and the list subcontractors shall be used subject to approval of the Engineer and in accordance with State law. No changes shall be made except with prior approval of the City of Newport Beach. State law requires the listing of all subcontractors who will performing work greater than one-half of one percent of the Contractors total bid. Substitutions of Subcontractors shall only be made in accordance with State law and/or the Standard Specifications for Public Works Construction. DUPLICATE AS NEEDED FOR ADDITIONAL SUBCONTRACTORS DESIGNATION OF SUBCONTRACTORS City of Newport Beach NEWPORT BEACH FIRE STATION 1 AND BALBOA BRANCH LIBRARY PROJECT Contract No. 8865-1 NON -COLLUSION AFFIDAVIT State of California ) ss. County of Los Angeles ) Albert M. Giacomazzi being first duly sworn, deposes and says that he or she is President of AMG & Associates, Inc. , the party making the foregoing bid; that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that parry making the foregoing bid; that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. I declare under penalty of perjury of the laws of the State of )fornia that the foregoing is true and correct. AMG & Associates. Inc. Bidder Authorized Si Albert M. Giaco resident Subscribed and sworn to (or.affirmcabefore me on this 23rd day of January , 2026 by See Attached CA ]urat proved to me on the basis of satisfactory evidence to be the person(s) who appeared before me. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. See Attached CA 7urat Notary Public [SEAL] My Commission Expires: 10 nthon . Traverso - Vice President/ Secretary/ Treasurer A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Los Anqeles Subscribed and sworn to (or affirmed) before me on this 3rd day of February , 20 26, by Albert M. Giacomazzi proved to me on the basis of satisfactory evidence to be the person(X) who appeared before me. *my DAYID SILVA Notary Publlc • California Los Angeles County �Commission # 2542755 Comm, Expires Jan 16, 2030 (Seal) Signature City of Newport Beach NEWPORT BEACH FIRE STATION 1 AND BALBOA BRANCH LIBRARY PROJECT Contract No. 8665-1 DESIGNATION OF SURETIES Bidder's name AMG & Associates. Inc. Provide the names, addresses, and phone numbers for all brokers and sureties from whom Bidder intends to procure insurance and bonds (list by insurance/bond type): Travelers Casualty & Surety Companv of America _21688 Gateway Center Drive Diamond Bar, CA 91765 (714) 287-8633 IMA, Inc Don Chambers 751 Daily Dr., Suite 230 CCamadllo, CA 93010 (805) 388-7130 11 City of Newport Beach NEWPORT BEACH FIRE STATION 1 AND BALBOA BRANCH LIBRARY PROJECT Contract No. 8865-1 CONTRACTOR'S INDUSTRIAL SAFETY RECORD TO ACCOMPANY PROPOSAL Bidder's Name AMG & Associates, Inc. Record Last Five (5) Full Years Current Year of Record Current Record Record Record Record Record Year of for for for for for Record 2024 2023 2022 2021 2020 Total 2025 No. of contracts 7 10 8 7 4 6 43 Total dollar Amount of 103,639 137,924 158,677 84,585 39,363 107,193 631,381 Contracts (in Thousands of $ No. of fatalities o 0 0 0 0 0 0 No. of lost Workday Cases 0 0 0 1 0 0 1 No. of lost workday cases involving permanent 0 0 0 0 0 0 0 transfer to another job or termination of employment The information required for these items is the same as required for columns 3 to 6, Code 10, Occupational Injuries, Summary --Occupational Injuries and Illnesses, OSHA No. 102. 12 Legal Business Name of Bidder AMG & Associates. Inc. Business Address: 26535 Summit Circle Santa Clarita, CA 91350 Business Tel. No.: (661) 251-7401 State Contractor's License No. and Classification: 881824 A & B Entity Type: Corporation The above information was compiled from the records that are available to me at this time and I declare under penalty of perjury that the information is true and accurate within the limitations of those records. Signature of bidder Date Title Signature of bidder Date Title Signature of bidder Date Title Signature of bidder Date Title President Vice President/ Secretary/ Treasurer -Albert M. Giacomazzi R. Traverso Signature Requirements: If bidder is an individual, name and signature of individual must be provided, if doing business under a fictitious name, the fictitious name must be set fort along with the County. If bidder is a partnership or joint venture, legal name of partnership/joint venture must be provided, followed by signatures of all of the partners/joint ventures or if fewer than all of the partners/joint ventures submit with evidence of authority to act on behalf of the partnership/joint venture. If bidder is a corporation, legal name of corporation must be provided, followed by signatures of the corporation President or Vice President or President and Secretary or Assistant Secretary, and the corporate seal, or submit with evidence of authority to act on behalf of the corporation. All must be acknowledged before a Notary Public, who must certify that such individuals, partners/joint ventures, or officers were proven on the basis of satisfactory evidence to be the persons whose name are subscribed to and acknowledged that they executed the same in their authorized capacities. LNOTARY ACKNOWLEDGMENT and CORPORATE SEAL MUST BE ATTACHED] 5@e Attached tr» kknowledgment 13 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Los Angeles On February 03, 2026 before me, David Silva, Notary Public (insert name and title of the officer) personally appeared Albert M. Giacomazzi and Anthony R. Traverso who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument_ I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. *my DAVID SILVAWITNESS my hand and official seal. No!sAngelesCou�ntynlaCommission # 2542755 Comm, Expires Jan 16, 203o Signature ,eft%/ (Seal) City of Newport Beach NEWPORT BEACH FIRE STATION 1 AND BALBOA BRANCH LIBRARY PROJECT Contract No. 8865-1 ACKNOWLEDGEMENT OF ADDENDA Bidder's name AMG & Associates, Inc. The bidder shall signify receipt of all Addenda here, if any, and attach executed copy of addenda to bid documents: Giacomazzi R. Traverso Giacomazzi R. Traverso �. "aCW w't'V 14 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ADDENDUM NO. 1 Newport Beach Fire Station No. 1 and Balboa Branch Library CONTRACT NO. 8665-9 DATE: ZZ10 2(v BY: De uty Public Works Director/City Engineer TO: ALL PLANHOLDERS AND BIDDERS The following changes, additions, deletions, or clarifications shall be made to the contract documents — all other conditions shall remain the same. A. Designation of Subcontractors Sheet Contractors shall use the attached Designation of Subcontractors sheet in lieu of entering the information into PlanetBids. The sheet is due at time of bid and must be inclusive of all subcontractors performing qualifying work. urr9n:i1Or, _oo';' Bidders must sign this Addendum No. 1 and attach it to the bid proposal. A bid may be deemed unresponsive unless this signed Addendum No. 1 is attached. I have carefully examined this Addendum and have included full payment in my Proposal. AM , & Ass4ciata� Ins — Bidder's Name (Please Print) 1/29/26 Date Authorized Sign Title Albert M. Giacomazzi - President Attachments; 1. Designation of Subcontractors Cny averso - Vice President/ Secretary/ Treasurer CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT i ADDENDUM NO. 2 Newport Beach Fire Station No. 1 and Balboa Branch Library CONTRACT NO. 8665-1 DATE: BY: Lyg�2A D puty Public Works Director/City Engineer TO: ALL PLANHOLDERS AND BIDDERS The following changes, additions, deletions, or clarifications shall be made to the contract documents — all other conditions shall remain the same. A. Notice Inviting Bids Revise bid opening date to February 5, 2026 at 2:00 p.m. Bidders must sign this Addendum No. 2 and attach it to the bid proposal. A bid may be deemed unresponsive unless this signed Addendum No. 2 is attached. Attachments: None I have carefully examined this Addendum and have included full payment in my Proposal. AMG & Associates, Inc. Bidder's Name (Please Print) 1 /23/26 ®ate Authorized Bignatu WAlbert M. Giacomazzi - President Aoffiony l verso - Vice President/ Secretary/ Treasurer touser5xpbYj%harvAcontracts1fy25-26 surrenidGO_fad1West6b_ hre sta no 1 rpWnf c-8865_2311 Z'bid docsladdendumraddendum no. 2 c-6665-2-dots CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ADDENDUM NO. 3 Newport Beach Fire Station No. 1 and Balboa Branch Library CONTRACT NO. 8665-1 DATE: l v'P Za?� B . eputy Public Works Director/City Engineer TO: ALL PLANHOLDERS AND BIDDERS The following changes, additions, deletions, or clarifications shall be made to the contract documents — all other conditions shall remain the same. A. Plan Sheets and Specifications Updates See attached plan sheet and specification updates fJ- i_ i. _ i'� G ...�'I :.'. _'JdI r..j Jiil 10 Bidders must sign this Addendum No. 3 and attach it to the bid proposal. A bid may be deemed unresponsive unless this signed Addendum No. 3 is attached. 1 have carefully examined this Addendum and have included full payment in my Proposal. AMG & Associates, Inc. Bidder's Name (Please Print) 2/3/26 Date — Authorized S6natur & 'tWe/ Albert M. Giacomazzi - President Attachments: Various plan sheets and specifications Anthon . Traverso - Vice President/ Secretary/ Treasurer City of Newport Beach NEWPORT BEACH FIRE STATION 1 AND BALBOA BRANCH LIBRARY PROJECT Contract No, 8865-1 INFORMATION REQUIRED OF BIDDER Bidder certifies under penalty of perjury under the laws of the State of California that the following information is true and correct: Name of individual Contractor, Company or Corporation: AMG & Associates. Inc. Business Address. 26535 Summit Circle Santa Clarita, CA 91350 Telephone and Fax Number: (661) 2.1-7401 (661) 251-7405 California State Contractor's License No. and Class: 881824 A & B (REQUIRED AT TIME OF AWARD) Original Date Issued: 07/31/2006 Expiration Date: 07/31/2026 _ List the name and title/position of the person(s) who inspected for your firm the site of the work proposed in these contract documents: .Jessica Heiden - Bid Coordinator The following are the names, titles, addresses, and phone numbers of all individuals, firm members, partners, joint ventures, and company or corporate officers having a principal interest in this proposal: Name Title Address Telephone Albert M. Giacomazzi - President 26535 Summit Circle Santa Clarita. CA 91350 (631) 251-7401 Anthonv R. Traverso - Vice President 26535 Summit Circle Santa Clarita, CA 91350 (661) 251-7401 Corporation organized under the laws of the State of California 15 The dates of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal are as follows: All company, corporate, or fictitious business names used by any principal having interest in this proposal are as follows: AMG & Associates. Inc. For all arbitrations, lawsuits, settlements or the like (in or out of court) you have been involved in with public agencies in the past five years (Attach additional Sheets if necessary) provide: Provide the names, addresses and telephone numbers of the parties; Briefly summarize the parties' claims and defenses; N/A Have you ever had a contract terminated by the owner/agency? If so, explain. No Have you ever failed to complete a project? If so, explain. For any projects you have been involved with in the last 5 years, did you have any claims or actions by any outside agency or individual for labor c nce (Le. failure to pay prevailing wage, falsifying certified payrolls, etc.)? Yes No 16 Are any claims or actions unresolved or outstanding? Yes G If yes to any of the above, explain. (Attach additional sheets, if necessary) Failure of the bidder to provide ALL requested information in a complete and accurate manner may be considered non -responsive. AMG & Associates, Inc. Bidder Albert M. Giacomazzi - President (Print name of Owner or President of Cor ration/Com any) Auth ized Sig6aWge President Title 1 /23/26 Date See Attached On CA Acknowledgme0efore me, Notary Public, personally appeared who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. See Attached CA Acknowledgment Notary Public in and for said State My Commission Expires: 17 (SEAL) ony raverso - Vice President/ Secretary/ Treasurer ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Los Angeles On February 03, 2026 before me, David Silva, Notary Public (insert name and title of the officer) personally appeared Albert M. Giacomazzi and Anthony R. Traverso who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. 90MY � WITNESS my hand and official seal. DAVIDSILVA NotaryPublic-California LOS Angeles County COMMISSlon H 2542755 Comm. Expires Jan 16, 2030 Signature (Seal) City of Newport Beach NEWPORT BEACH FIRE STATION 1 AND BALBOA BRANCH LIBRARY PROJECT Contract No. 8865-1 NOTICE TO SUCCESSFUL BIDDER The following Contract Documents shall be executed and delivered to the Engineer within ten (10) days (not including Saturday, Sunday and Federal holidays) after the date shown on the "Notification of Award" to the successful bidder: ® CONTRACT WITH REQUIRED INSURANCE CERTIFICATES AND ENDORSEMENTS LABOR AND MATERIALS PAYMENT BOND ® FAITHFUL PERFORMANCE BOND The City of Newport Beach will not permit a substitute format for these Contract Documents. Bidders are advised to review their content with bonding, insuring and legal agents prior to submission of bid. Original Certificate(s) of Insurance, General Liability Insurance Endorsement, and Automobile Liability Insurance Endorsement shall be provided as required by the Contract documents and delivered to the Public Works Department within ten (10) working days after the date shown on the Notification of Award to the successful bidder. The Labor and Materials Payment Bond and Faithful Performance Bond shall be issued by an insurance organization or surety (1) currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, and (2) listed as an acceptable surety in the latest revision of the Federal Register Circular 570. Pursuant to Public Contract Code Section 22300, appropriate securities may be substituted for any monies to be withheld to ensure performance under the Contract. Insurance companies affording coverage shall be (1) currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, and (2) assigned Policyholders' Rating A (or higher) and Financial Size Category Class VII (or larger) in accordance with the latest edition of Best's Key Rating Guide: Property -Casualty. Coverages shall be provided as specified in the Standard Specifications for Public Worl<s Construction, except as modified by the Special Provisions. Certificates of Insurance and additional insured endorsements shall be on the insurance company's forms, fully executed and delivered with the Contract. The Notice to Proceed will not be issued until all contract documents have been received and approved by the City. FIRE STATION NO. ONE AND BALBOA BRANCH LIBRARY PROJECT CONTRACT NO. 8865-1 THIS CONTRACT FOR PUBLIC WORKS ("Contract") is entered into this 24th day of February, 2026 ("Effective Date"), by and between the CITY OF NEWPORT BEACH, a California municipal corporation and charter city ("City"), and AMG & Associates, Inc., a California corporation ("Contractor"), whose address is 26535 Summit Circle, Santa Clarita, CA 91350, and is made with reference to the following: RECITALS A. City is a municipal corporation duly organized and validly existing under the laws of the State of California with the power to carry on its business as it is now being conducted under the statutes of the State of California and the Charter of City. B. City has advertised for bids for the following described public work: Construction of a new Fire Station No. One and Balboa Branch Library. The work necessary for the completion of this Contract consists of: obtaining City building permits; abating and demolition of existing building, including operational mechanical and electrical work and finishes, removing and disposing of the existing on and off -site improvements; surveying; WQMP; constructing the new fire station, library, playground, and the associated utilities; constructing on and off -site improvements; containing all construction debris onsite; removing and disposing of errant debris; exporting and importing the necessary soil to incorporate proposed design; arranging and coordinating with utility companies and U.S. digital (alerting system) installations; testing for building watertightness; and landscaping establishment and maintenance (the "Project" or "Work"). C. Contractor has been determined by City to be the lowest responsible bidder and Contractor's bid, and the compensation set forth in this Contract, is based upon Contractor's careful examination of all Contract documents, plans and specifications. NOW, THEREFORE, it is mutually agreed by and between the undersigned parties as follows: 1. CONTRACT DOCUMENTS The complete Contract for the Project includes all of the following documents: Notice Inviting Bids, Instructions to Bidders, Proposal, Bidder's Bond, Non -Collusion Affidavit, Notice to Successful Bidder, Labor and Materials Payment Bond (Exhibit A), Faithful Performance Bond (Exhibit B), Permits, Standard Special Provisions and Standard Drawings, Plans and Special Provisions for Contract No. 8865-1, Standard Specifications for Public Works Construction (current adopted edition and all supplements), and this Contract, and all modifications and amendments thereto (collectively the "Contract Documents"), all of which are incorporated herein by reference. The Contract Documents comprise the sole agreement between the parties as to the subject matter therein. Any representations or agreements not specifically contained in the Contract Documents are null and void. Any amendments must be made in writing, and signed by both parties in the manner specified in the Contract Documents. 2. SCOPE OF WORK Contractor shall perform everything required to be performed, and shall provide and furnish all the labor, materials, necessary tools, expendable equipment and all utility and transportation services required for the Project. All of the Work to be performed and materials to be furnished shall be in strict accordance with the provisions of the Contract Documents. Contractor is required to perform all activities, at no extra cost to City, which are reasonably inferable from the Contract Documents as being necessary to produce the intended results. 3. COMPENSATION 3.1 As full compensation for the performance and completion of the Project as required by the Contract Documents, City shall pay to Contractor and Contractor accepts as full payment the sum of Thirteen Million One Hundred Seventy Eight Thousand Dollars ($13,178,000.00). 3.2 This compensation includes: 3.2.1 Any loss or damage arising from the nature of the Work; 3.2.2 Any loss or damage arising from any unforeseen difficulties or obstructions in the performance of the Work; and 3.2.3 Any expense incurred as a result of any suspension or discontinuance of the Work, but excludes any loss resulting from earthquakes of a magnitude in excess of 3.5 on the Richter Scale and tidal waves, including tsunamis, and which loss or expense occurs prior to acceptance of the Work by City. 4. PROJECT MANAGER Contractor shall designate a Project Manager, who shall coordinate all phases of the Project. This Project Manager shall be available to City at all reasonable times during the term of the Contract. Contractor has designated Albert Mario Giacomazzi II to be its Project Manager. Contractor shall not remove or reassign the Project Manager without the prior written consent of City. City's approval shall not be unreasonably withheld. 5. ADMINISTRATION This Contract shall be administered by the Public Works Department. City's Public Works Director, or designee, shall be the Project Administrator and shall have the authority to act for City under this Contract. The Project Administrator or designee shall represent City in all matters pertaining to the Work to be rendered pursuant to this Contract. AMG & Associates, Inc. Page 2 6. NOTICE OF CLAIMS 6.1 Unless a shorter time is specified elsewhere in this Contract, before making its final request for payment under the Contract Documents, Contractor shall submit to City, in writing, all claims for compensation under or arising out of this Contract. Contractor's acceptance of the final payment shall constitute a waiver of all claims for compensation under or arising out of this Contract except those previously made in writing and identified by Contractor in writing as unsettled at the time of its final request for payment. The Contractor and City expressly agree that in addition to all claims filing requirements set forth in the Contract and Contract Documents, Contractor shall be required to file any claim Contractor may have against City in strict conformance with the Government Claims Act (Government Code 900 et seq.). 6.2 To the extent that Contractor's claim is a "Claim" as defined in Public Contract Code section 9204 or any successor statute thereto, the Parties agree to follow the dispute resolution process set forth therein. Any part of such "Claim" remaining in dispute after completion of the dispute resolution process provided for in Public Contract Code section 9204 or any successor statute thereto shall be subject to the Government Claims Act requirements requiring Contractor to file a claim in strict conformance with the Government Claims Act. To the extent that Contractor's claim is not a "Claim" as defined in Public Contract Code section 9204 or any successor statute thereto, Contractor shall be required to file such claim with the City in strict conformance with the Government Claims Act (Government Code sections 900 et seq.). 7. WRITTEN NOTICE 7.1 All notices, demands, requests or approvals, including any change in mailing address, to be given under the terms of this Contract shall be given in writing, and conclusively shall be deemed served when delivered personally, or on the third business day after the deposit thereof in the United States mail, postage prepaid, first-class mail, addressed as hereinafter provided. 7.2 All notices, demands, requests or approvals from Contractor to City shall be addressed to City at: Attention: Director of Public Works City of Newport Beach Public Works Department 100 Civic Center Drive Newport Beach, CA 92660 7.3 All notices, demands, requests or approvals from City to Contractor shall be addressed to Contractor at: Attention: Albert Mario Giacomazzi II AMG & Associates, Inc. 26535 Summit Circle Santa Clarita, CA 91350 AMG & Associates, Inc. Page 3 8. INDEPENDENT CONTRACTOR City has retained Contractor as an independent contractor and neither Contractor nor its employees are to be considered employees of City. The manner and means of conducting the Work are under the control of Contractor, except to the extent they are limited by statute, rule or regulation and the express terms of this Contract. No civil service status or other right of employment shall accrue to Contractor or its employees. Contractor shall have the responsibility for and control over the means of performing the Work, provided that Contractor is in compliance with the terms of this Contract. Anything in this Contract that may appear to give City the right to direct Contractor as to the details of the performance or to exercise a measure of control over Contractor shall mean only that Contractor shall follow the desires of City with respect to the results of the Work. 9. BONDING 9.1 Contractor shall obtain, provide and maintain at its own expense during the term of this Contract both of the following: (1) a Faithful Performance Bond in the amount of one hundred percent (100%) of the total amount to be paid Contractor as set forth in this Contract in the form attached as Exhibit B and incorporated herein by reference; and (2) a Labor and Materials Payment Bond in the amount of one hundred percent (100%) of the total amount to be paid Contractor as set forth in this Contract and in the form attached as Exhibit A and incorporated herein by reference. 9.2 The Faithful Performance Bond and Labor and Materials Payment Bond shall be issued by an insurance organization or surety (1) currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, (2) listed as an acceptable surety in the latest revision of the Federal Register Circular 570, and (3) assigned a Policyholders' Rating A- (or higher) and Financial Size Category Class VI (or larger) in accordance with the latest edition of Best's Key Rating Guide: Property - Casualty. 9.3 Contractor shall deliver, concurrently with execution of this Contract, the Faithful Performance Bond and Labor and Materials Payment Bond, and a certified copy of the "Certificate of Authority" of the Insurer or Surety issued by the Insurance Commissioner, which authorizes the Insurer or Surety to transact surety insurance in the State of California. 10. COOPERATION Contractor agrees to work closely and cooperate fully with City's designated Project Administrator and any other agencies that may have jurisdiction or interest in the Work to be performed. City agrees to cooperate with the Contractor on the Project. 11. PROGRESS Contractor is responsible for keeping the Project Administrator informed on a regular basis regarding the status and progress of the Project, activities performed and planned, and any meetings that have been scheduled or are desired. AMG & Associates, Inc. Page 4 12. INSURANCE Without limiting Contractor's indemnification of City, and prior to commencement of Work, Contractor shall obtain, provide and maintain at its own expense during the term of this Contract or for other periods as specified in the Contract Documents, policies of insurance of the type, amounts, terms and conditions described in the Insurance Requirements attached hereto as Exhibit C, and incorporated herein by reference. 13. PROHIBITION AGAINST ASSIGNMENTS AND TRANSFERS Except as specifically authorized under this Contract, the services to be provided under this Contract shall not be assigned, transferred contracted or subcontracted out without the prior written approval of City. Any of the following shall be construed as an assignment: The sale, assignment, transfer or other disposition of any of the issued and outstanding capital stock of Contractor, or of the interest of any general partner or joint venturer or syndicate member or cotenant if Contractor is a partnership or joint -venture or syndicate or co -tenancy, which shall result in changing the control of Contractor. Control means fifty percent (50%) or more of the voting power or twenty-five percent (25%) or more of the assets of the corporation, partnership or joint -venture. 14. PREVAILING WAGES 14.1 Pursuant to the applicable provisions of the Labor Code of the State of California, not less than the general prevailing rate of per diem wages including legal holidays and overtime Work for each craft or type of workman needed to execute the Work contemplated under the Contract shall be paid to all workmen employed on the Work to be done according to the Contract by the Contractor and any subcontractor. In accordance with the California Labor Code (Sections 1770 et seq.), the Director of Industrial Relations has ascertained the general prevailing rate of per diem wages in the locality in which the Work is to be performed for each craft, classification, or type of workman or mechanic needed to execute the Contract. A copy of said determination is available by calling the prevailing wage hotline number (415) 703-4774 and requesting one from the Department of Industrial Relations, The Contractor is required to obtain the wage determinations from the Department of Industrial Relations and post at the job site the prevailing rate or per diem wages. It shall be the obligation of the Contractor or any subcontractor under him/her to comply with all State of California labor laws, rules and regulations, and the parties agree that the City shall not be liable for any violation thereof. 14.2 If both the Davis -Bacon Act and State of California prevailing wage laws apply and the federal and state prevailing rate of per diem wages differ, Contractor and subcontractor, if any, shall pay the higher of the two rates. Said prevailing rate of per diem wages are on file at the City, Office of the City Clerk, 100 Civic Center Drive, Newport Beach, California 92660, and are available to any interested party on request. 15. SUBCONTRACTING The subcontractors authorized by City, if any, to perform the Work on this Project are identified in the Contractor's Proposal and are attached as part of the Contract AMG & Associates, Inc. Page 5 Documents. Contractor shall be fully responsible to City for all acts and omissions of any subcontractors. Nothing in this Contract shall create any contractual relationship between City and subcontractor, nor shall it create any obligation on the part of City to pay or to see to the payment of any monies due to any such subcontractor other than as otherwise required by law. City is an intended beneficiary of any Work performed by the subcontractor for purposes of establishing a duty of care between the subcontractor and City. Except as specifically authorized herein, the Work to be performed under this Contract shall not be otherwise assigned, transferred, contracted or subcontracted out without the prior written approval of City. 16. RESPONSIBILITY FOR DAMAGES OR INJURY 16.1 City and its elected or appointed officers, agents, officials, employees and volunteers shall not be responsible in any manner for any loss or damage to any of the materials or other things used or employed in performing the Project or for injury to or death of any person as a result of Contractor's performance of the Work required hereunder, or for damage to property from any cause arising from the performance of the Project by Contractor, or its subcontractors, or its workers, or anyone employed by either of them. 16.2 Contractor shall be responsible for any liability imposed by law and for injuries to or death of any person or damage to property resulting from defects, obstructions or from any cause arising from Contractor's Work on the Project, or the Work of any subcontractor or supplier selected by Contractor. 16.3 To the fullest extent permitted by law, Contractor shall indemnify, defend and hold harmless City, its elected or appointed officers, agents, officials, employees and volunteers (collectively, the "Indemnified Parties") from and against any and all claims (including, without limitation, claims for bodily injury, death or damage to property), demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including, without limitation, attorneys' fees, disbursements and court costs) of every kind and nature whatsoever (individually, a Claim; collectively, "Claims"), which may arise from or in any manner relate (directly or indirectly) to any breach of the terms and conditions of this Contract, any Work performed or Services provided under this Contract including, without limitation, defects in workmanship or materials or Contractor's presence or activities conducted on the Project (including the negligent, reckless, and/or willful acts, errors and/or omissions of Contractor, its principals, officers, agents, employees, vendors, suppliers, subconsultants, subcontractors, anyone employed directly or indirectly by any of them or for whose acts they may be liable for any or all of them). 16.4 Notwithstanding the foregoing, nothing herein shall be construed to require Contractor to indemnify the Indemnified Parties from any Claim arising from the sole negligence or willful misconduct of the Indemnified Parties. Nothing in this indemnity shall be construed as authorizing any award of attorneys' fees in any action on or to enforce the terms of this Contract. This indemnity shall apply to all claims and liability regardless AMG & Associates, Inc. Page 6 of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by Contractor. 16.5 Contractor shall perform all Work in a manner to minimize public inconvenience and possible hazard, to restore other work areas to their original condition and former usefulness as soon as possible, and to protect public and private property. Contractor shall be liable for any private or public property damaged during the performance of the Project Work. 16.6 To the extent authorized by law, as much of the money due Contractor under and by virtue of the Contract as shall be considered necessary by City may be retained by it until disposition has been made of such suits or claims for damages as aforesaid. 16.7 Nothing in this Section or any other portion of the Contract Documents shall be construed as authorizing any award of attorneys' fees in any action to enforce the terms of this Contract, except to the extent provided for above. 16.8 The rights and obligations set forth in this Section shall survive the termination of this Contract. 17. CHANGE ORDERS 17.1 This Contract may be amended or modified only by mutual written agreement of the parties. 17.2 The Contractor shall only commence work covered by a change order after the change order is executed and notification to proceed has been provided by the City. 17.3 There shall be no change in the Contractor's members of the project team, as listed in the approved proposal, which is a part of this contract without prior written approval by the City. 18. CONFLICTS OF INTEREST 18.1 Contractor or its employees may be subject to the provisions of the California Political Reform Act of 1974 (the "Act") and/or Government Code §§ 1090 et seq., which (1) require such persons to disclose any financial interest that may foreseeably be materially affected by the Work performed under this Contract, and (2) prohibit such persons from making, or participating in making, decisions that will foreseeably financially affect such interest. 18.2 If subject to the Act and/or Government Code §§ 1090 et seq., Contractor shall conform to all requirements therein. Failure to do so constitutes a material breach and is grounds for immediate termination of this Contract by City. Contractor shall indemnify and hold harmless City for any and all claims for damages resulting from Contractor's violation of this Section. AMG & Associates, Inc. Page 7 19. TERMINATION 19.1 In the event that either party fails or refuses to perform any of the provisions of this Contract at the time and in the manner required, that party shall be deemed in default in the performance of this Contract. If such default is not cured within a period of two (2) calendar days, or if more than two (2) calendar days are reasonably required to cure the default and the defaulting party fails to give adequate assurance of due performance within two (2) calendar days after receipt of written notice of default, specifying the nature of such default and the steps necessary to cure such default, the non -defaulting party may terminate the Contract forthwith by giving to the defaulting party written notice thereof. 19.2 Notwithstanding the above provisions, City shall have the right, at its sole discretion and without cause, of terminating this Contract at any time by giving seven (7) calendar days' prior written notice to Contractor. In the event of termination under this Section, City shall pay Contractor for Services satisfactorily performed and costs incurred up to the effective date of termination for which Contractor has not been previously paid. On the effective date of termination, Contractor shall deliver to City all materials purchased in performance of this Contract. 20. STANDARD PROVISIONS 20.1 Recitals. City and Contractor acknowledge that the above Recitals are true and correct and are hereby incorporated by reference into this Contract. 20.2 Compliance with all Laws. Contractor shall at its own cost and expense comply with all statutes, ordinances, regulations and requirements of all governmental entities, including federal, state, county or municipal, whether now in force or hereinafter enacted. In addition, all Work prepared by Contractor shall conform to applicable City, county, state and federal laws, rules, regulations and permit requirements and be subject to approval of the Project Administrator. 20.3 Integrated Contract. This Contract represents the full and complete understanding of every kind or nature whatsoever between the parties hereto, and all preliminary negotiations and agreements of whatsoever kind or nature are merged herein. No verbal agreement or implied covenant shall be held to vary the provisions herein. 20.4 Conflicts or Inconsistencies. In the event there are any conflicts or inconsistencies between this Contract and any other attachments attached hereto, the terms of this Contract shall govern. 20.5 Interpretation. The terms of this Contract shall be construed in accordance with the meaning of the language used and shall not be construed for or against either party by reason of the authorship of the Contract or any other rule of construction which might otherwise apply. AMG & Associates, Inc. Page 8 20.6 Amendments. This Contract may be modified or amended only by a written document executed by both Contractor and City and approved as to form by the City Attorney. 20.7 Severability. If any term or portion of this Contract is held to be invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions of this Contract shall continue in full force and effect. 20.8 Controlling Law and Venue. The laws of the State of California shall govern this Contract and all matters relating to it and any action brought relating to this Contract shall be adjudicated in a court of competent jurisdiction in the County of Orange, State of California. 20.9 Equal Opportunity Employment. Contractor represents that it is an equal opportunity employer and it shall not discriminate against any subcontractor, employee or applicant for employment because of race, religious creed, color, national origin, ancestry, physical handicap, medical condition, marital status, sex, sexual orientation, age or any other impermissible basis under law. 20.10 No Attorneys Fees. In the event of any dispute or legal action arising under this contract, the prevailing party shall not be entitled to attorneys' fees. 20.11 Counterparts. This Contract may be executed in two (2) or more counterparts, each of which shall be deemed an original and all of which together shall constitute one (1) and the same instrument. 21. EFFECT OF CONTRACTOR'S EXECUTION Execution of this Contract and all other Contract Documents by Contractor is a representation that Contractor has visited the Project site, has become familiar with the local conditions under which the Work is to be performed, and has correlated all relevant observations with the requirements of the Contract Documents. 22. WAIVER A waiver by City or any term, covenant, or condition in the Contract Documents shall not be deemed to be a waiver of any subsequent breach of the same or any other term, covenant or condition. 23. RECITALS City and Contractor acknowledge that the above Recitals are true and correct and are hereby incorporated by reference into this Contract. [SIGNATURES ON NEXT PAGE] AMG & Associates, Inc. Page 9 IN WITNESS WHEREOF, the parties hereto have caused this Contract to be executed on the day and year first written above. APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date: By: A on C. Harp City Attorney ATTEST: Date: z / i7 / 20 z L -Pv Lea humway City Clerk CITY OF NEWPORT BEACH, a California municipal corporation Date: By: Lauren Kleiman Mayor CONTRACTOR: AMG & ASSOCIATES, INC., a California corporation Date: Signed in Counterpart Bv: Albert Mario Giacomazzi II Chief Executive Officer Date: Signed in Counterpart By: Anthony Robert Traverso Secretary and Chief Financial Officer [END OF SIGNATURES] Attachments: Exhibit A — Labor and Materials Payment Bond Exhibit B — Faithful Performance Bond Exhibit C — Insurance Requirements AMG & Associates, Inc. Page 10 IN WITNESS WHEREOF, the parties hereto have caused this Contract to be executed on the day and year first written above. APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date: By: Q"'- T&' A on C. Harp CL� City Attorney ATTEST: Date: M Lena Shumway City Clerk CITY OF NEWPORT BEACH, a California municipal corporation Date: By: Lauren Kleiman Mayor CONTRACTOR: AMG & ASSOCIATES, INC., a California corporation Date: B i r Ib rt Mar c azzi II Chief Executive'Officer Date: By: - A o ert Traverso Secre ary and Chief Financial Officer [END OF SIGNATURES] Attachments: Exhibit A — Labor and Materials Payment Bond Exhibit B — Faithful Performance Bond Exhibit C — Insurance Requirements AMG & Associates, Inc. Page 10 EXHIBIT A Executed In Triplicate Premium: Included In Performance Bond CITY OF NEWPORT BEACH BOND NO. 108341108 LABOR AND MATERIALS PAYMENT BOND WHEREAS, the City of Newport Beach, State of California, has awarded to AMG & Associates, Inc. hereinafter designated as the "Principal," a contract for the construction of a new Fire Station No. One and Balboa Branch Library in the City of Newport Beach, in strict conformity with the Contract on file with the office of the City Clerk of the City of Newport Beach, which is incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute the Contract and the terms thereof require the furnishing of a bond, providing that if Principal or any of Principal's subcontractors, shall fail to pay for any materials, provisions, or other supplies used in, upon, for, or about the performance of the Work agreed to be done, or for any work or labor done thereon of any kind, the Surety on this bond will pay the same to the extent hereinafter set forth. Travelers Casualty and Surety NOW, THEREFORE, We the undersigned Principal, and, Company of America duly authorized to transact business under the laws of the State of California, as Surety, (referred to herein as "Surety") are held and firmly bound unto the City of Newport Beach, in the sum of Thirteen Million One Hundred Seventy Eight Thousand Dollars ($13,178,000.00) lawful money of the United States of America, said sum being equal to one hundred percent (100%) of the estimated amount payable by the City of Newport Beach under the terms of the Contract; for which payment well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors, or assigns, jointly and severally, firmly by these present. THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal or the Principal's subcontractors, fail to pay for any materials, provisions, or other supplies, implements or machinery used in, upon, for, or about the performance of the Work contracted to be done, or for any other work or labor thereon of any kind, or for amounts due under the Unemployment Insurance Code with respect to such work or labor, or for any amounts required to be deducted, withheld and paid over to the Employment Development Department from the wages of employees of the Principal and subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to such work and labor, then the Surety will pay for the same, in an amount not exceeding the sum specified in this Bond, and also, in case suit is brought to enforce the obligations of this Bond, a reasonable attorneys' fee, to be fixed by the Court as required by the provisions of Section 9554 of the Civil Code of the State of California. The Bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file claims under Section 9100 of the California Civil Code so as to give a right of action to them or their assigns in any suit brought upon this Bond, as required by and in accordance with the provisions of Sections 9500 et seq. of the Civil Code of the State of California. AMG & Associates, Inc. Page A-1 And Surety, for value received, hereby stipulates and agrees that no change, extension of time, alterations or additions to the terms of the Contract or to the Work to be performed thereunder shall in any wise affect its obligations on this Bond, and it does hereby waive notice of any such change, extension of time, alterations or additions to the terms of the Contract or to the Work or to the specifications. In the event that any principal above named executed this Bond as an individual, it is agreed that the death of any such principal shall not exonerate the Surety from its obligations under this Bond. IN WITNESS WHEREOF, this instrument has been duly executed by the above named Principal and Surety, on the 13th day of February , 20 26 . AMG & Associates, Inc. Name of Contractor (Principal) Travelers Casualty and Surety Company of America Name of Surety Authorized SoiftaWEerAle Authorized Age ignature 21680 Gateway Center Dr. Diamond Bar, CA 91765 MARY SMITH, Attorney in Fact Address of Surety Print Name and Title 909.612.3677 Telephone APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date: y / 7 L By: A n C. Harp 1,� bp Iq City Attorney (Corporate Seal) NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED AMG & Associates, Inc. Page A-2 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Los At r46c.r-s } ss. On �!,�� eft-( ( y , 20 2G before me, Ry tXD 5 (l.V Notary Public, personally appeared Aw-eevL'7 M . G meo 1--Aye f who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. DAVID SILVA WITNESS my hand and official seal. NotaryPublic- California 4 Los Angeles County 5_ Commission # 2542755 (( ►►�^' My Comm. Expires Jan 161 2030 Signature (seal) ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Los Angeles } ss. On February 13 20 26 before me, Albert Febres-Cordero Notary Public, personally appeared MARY SMITH proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. ;`° r ALBERTFEBRES•CORDERO COMMISSION #25.01506 Notary Public - California x LOS ANGELES COUNTY v Ignature @ My Commission Ex 1 1 l) 2028 1d4v OCTOBER 5, 2028 'a AMG & Associates, Inc. Page A-3 Travelers Casualty and Surety Company of America A1111111111111► Travelers Casualty and Surety Company TRAVELERS J St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Mary Smith of PASADENA , California , their true and lawful Attorney(s)-in-Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 21 st day of April, 2021. .w �N16611II(J/,Cq JP,,IY AryQ HA V y u^G iZ j^ m y i7 O a HARTFORD, <,I `CONM.r� w CONN. 7LLL o J� -b� State of Connecticut By: City of Hartford ss. Robert L. Rane enior Vice President On this the 21st day of April, 2021, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of each of the Companies, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duly authorized officer. IN WITNESS WHEREOF, I hereunto set my hand and official seal. z NOThHy i t My Commission expires the 30th day of June, 2026 t* U ra`ic Anna P. Nowik, Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of each of the Companies, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attomeys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in - Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of each of the Companies, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which remains in full force and effect. Dated this 13th day of February , 2026 . L'�Nb SUNFIhC 9J'�tT ANO aK' _i'rh Y h �a Kevin E. Hughes, Assilstant Secretary To verify the authenticity of this Power of Attorney, please call us at 1 -800-421 -3880. Please refer to the above -named A ttorney(s) -in -Fact and the details of the bond to which this Po wer of A ttorney is attached. Premium Written Contract Term Subject To Adjustment Based Upon Final Contract Price EXHIBIT B Executed In Triplicate CITY OF NEWPORT BEACH Premium: $76,792.00 BOND NO. 108341108 FAITHFUL PERFORMANCE BOND KNOW ALL PERSONS BY THESE PRESENTS: THAT WHEREAS, the City of Newport Beach, (hereinafter referred to as "City") has awarded to AMG & Associates, Inc., (hereinafter referred to as the "Contractor") an agreement for the construction of a new Fire Station No. One and Balboa Branch Library (hereinafter referred to as the "Project"). WHEREAS, the work to be performed by the Contractor is more particularly set forth in the Contract Documents for the Project dated February 24, 2026, (hereinafter referred to as "Contract Documents"), the terms and conditions of which are expressly incorporated herein by reference; and WHEREAS, the Contractor is required by said Contract Documents to perform the terms thereof and to furnish a bond for the faithful performance of said Contract Documents. NOW, THEREFORE, we, the undersigned Contractor and Travelers Casualty and Surety Company of America as Surety, a corporation organized and duly authorized to transact business under the laws of the State of California, are held and firmly bound unto the City in the sum of Thirteen Million One Hundred Seventy Eight Thousand Dollars ($13,178,000.00), said sum being not less than one hundred percent (100%) of the total amount of the Contract, for which amount well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the Contractor, their or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and agreements in the Contract Documents and any alteration thereof made as therein provided, on its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their intent and meaning; and shall faithfully fulfill all obligations including the one (1) year guarantee of all materials and workmanship; and shall indemnify and save harmless the City, their respective officials, officers, employees, and authorized volunteers, as stipulated in said Contract Documents, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect. As a part of the obligation secured hereby and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees including reasonable attorney's fees, incurred by City in enforcing such obligation. As a condition precedent to the satisfactory completion of the Contract Documents, unless otherwise provided for in the Contract Documents, the above obligation shall hold AMG & Associates, Inc. Page B-1 good for a period of one (1) year after the acceptance of the work by City, during which time if Contractor shall fail to make full, complete, and satisfactory repair and replacements and totally protect the City from loss or damage resulting from or caused by defective materials or faulty workmanship. The obligations of Surety hereunder shall continue so long as any obligation of Contractor remains. Nothing herein shall limit the City's rights or the Contractor or Surety's obligations under the Contract, law or equity, including, but not limited to, California Code of Civil Procedure Section 337.15. Whenever Contractor shall be, and is declared by the City to be, in default under the Contract Documents, the Surety shall remedy the default pursuant to the Contract Documents, or shall promptly, at the City's option: Take over and complete the Project in accordance with all terms and conditions in the Contract Documents; or Obtain a bid or bids for completing the Project in accordance with all terms and conditions in the Contract Documents and upon determination by Surety of the lowest responsive and responsible bidder, arrange for a Contract between such bidder, the Surety and the City, and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable. The term "balance of the contract price" as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs pursuant to the Contract Documents. iii. Permit the City to complete the Project in any manner consistent with California law and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable. The term "balance of the contract price" as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs pursuant to the Contract Documents. Surety expressly agrees that the City may reject any contractor or subcontractor which may be proposed by Surety in fulfillment of its obligations in the event of default by the Contractor. Surety shall not utilize Contractor in completing the Project nor shall Surety accept a bid from Contractor for completion of the Project if the City, when declaring the Contractor in default, notifies Surety of the City's objection to Contractor's further participation in the completion of the Project. The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract Documents or to the Project to be performed thereunder shall in any way affect its obligations on this bond, and it does AMG & Associates, Inc. Page B-2 hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract Documents or to the Project. IN WITNESS WHEREOF, and Surety above named, on the AMG & Associates, Inc. Name of Contractor (Principal) Travelers Casualty and Surety Company of America Name of Surety this instrument has been duly executed by the Principal 13th day of February 2026 . Autho ized Si i itle 21680 Gateway Center Dr. Diamond Bar, CA 91765 Address of Surety 909.612.3677 Telephone (Attach Attorney -in -Fact Certificate) Attorney -in -Fact MARY SMITH, Attorney in Fact Print Name and Title (Corporate Seal) First $500K - $7.30 Next $2M - $7.20 Next $2.5M - $6.30 Next $2.5M - $5.50 The rate of premium on this bond is Over $7.5M - $5.15 per thousand premium charges is $ $76,792.00 (The above must be filled in by corporate attorney.) Any claims under this bond may be addressed to: The total amount of (Name and Address of Surety or Travelers Casualty and Surety Company of America Agent for Service in California) 21680 Gateway Center Dr. Diamond Bar, CA 91765 APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date: 21ZH/ZA By: 4Aon C. Harp City Attorney NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED AMG & Associates, Inc. Page B-3 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Los Auacirss } ss. On Frvs"4 cy It 20 ZG before me, I)Ay I. SILVA Notary Public, personally appeared 41-13EW T M. GIAcoMeLEl who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. DAVID SILVA WITNESS my hand and official seal. Notary►ublic- Calitomia 00ky Los Angeles Csunty Commissiom # 2542755 �� Comm. Ex►ircs Jan 16, 2030 — Signature (seal) ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Los Angeles j SS. On February 13 2026 before me, Albert Febres-Cordero Notary Public, personally appeared MARY SMITH proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal ignature ALBERT FERRE5•CORDERO .- COMMISSION #2501506 � Notary Public - California � x LOS ANGELES COUNTY IC j My Commission Expires OCTOBER 5, 2028 6 (seal) AMG & Associates, Inc. Page B-4 Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company TRAVELERS .j St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Mary Smith of PASADENA , California , their true and lawful Attorney(s)-in-Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 21st day of April, 2021. JP�TV AMO - J �fiTFORq j � ` a NAFiTFORD, + �' Qpp:A?EL 0017N W CONN. 0 f{AL "�i �• Ma4� >� +ar State of Connecticut By: City of Hartford ss. Robert L. Rane enior Vice President On this the 21st day of April, 2021, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of each of the Companies, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duly authorized officer. ,fW.AP�D�v�, IN WITNESS WHEREOF, I hereunto set my hand and official seal. �� r NOTf�N1 s 4 ��_ My Commission expires the 30th day of June, 2026 rueUc Anna P. Nowik, Notary Public 0>1 This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of each of the Companies, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attomeys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in - Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of each of the Companies, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which remains in full force and effect. Dated this 13th day of February , 2026 . �qay��, J•�(TANp o0x0-ell X Y g 3 IIAHTFDRD, < �' CONN '�L1 �p+ae %, Kevin E. Hughes, Assi tant Secretary To verify the authenticity of this Power of Attorney, please call us at 1-800-421-3880. Please refer to the above -named Attorneys) -in -Fact and the details of the bond to which this Power of Attorney is attached. EXHIBIT C INSURANCE REQUIREMENTS — PUBLIC WORKS AND CONSTRUCTION 1. Provision of Insurance. Without limiting Contractor's indemnification of City, and prior to commencement of Work, Contractor shall obtain, provide and maintain at its own expense during the term of this Contract, policies of insurance of the type and amounts described below and in a form satisfactory to City. Contractor agrees to provide insurance in accordance with requirements set forth here. If Contractor uses existing coverage to comply and that coverage does not meet these requirements, Contractor agrees to amend, supplement or endorse the existing coverage. 2. Acceptable Insurers. All insurance policies shall be issued by an insurance company currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, with an assigned policyholders' Rating of A- (or higher) and Financial Size Category Class VII (or larger) in accordance with the latest edition of Best's Key Rating Guide, unless otherwise approved by the City's Risk Manager. 3. Coverage Requirements. A. Workers' Compensation Insurance. Contractor shall maintain Workers' Compensation Insurance providing statutory benefits and Employer's Liability Insurance with limits of at least one million dollars ($1,000,000) each employee for bodily injury by accident and each employee for bodily injury by disease in accordance with the laws of the State of California. In addition, Contractor shall require each subcontractor to similarly maintain Workers' Compensation Insurance and Employer's Liability Insurance in accordance with California law for all of the subcontractor's employees. The insurer issuing the Workers' Compensation insurance shall amend its policy by endorsement to waive all rights of subrogation against City, its City Council, boards and commissions, officers, agents, volunteers, employees, and any person or entity owning or otherwise in legal control of the property upon which Contractor performs the Project and/or Services contemplated by this Contract. Contractor shall submit to City, along with the certificate of insurance, a Waiver of Subrogation endorsement in favor of City, its City Council, boards and commissions, officers, agents, volunteers, employees, and any person or entity owning or otherwise in legal control of the property upon which Contractor performs the Project and/or Services contemplated by this Contract. B. General Liability Insurance. Contractor shall maintain commercial general liability insurance, and if necessary excess/umbrella liability insurance, with coverage at least as broad as provided by Insurance AMG & Associates, Inc. Page C-1 Services Office form CG 00 01, in an amount not less than two million dollars ($2,000,000) per occurrence, four million dollars ($4,000,000) general aggregate and four million dollars ($4,000,000) completed operations aggregate. The policy shall cover liability arising from bodily injury, property damage, products -completed operations, personal and advertising injury, and liability assumed under an insured contract (including the tort liability of another assumed in a business contract). Contractor shall submit to City, along with a certificate of insurance, additional coverage as stated in Section 4. Other Insurance Requirements. C. Automobile Liability Insurance. Contractor shall maintain automobile insurance at least as broad as Insurance Services Office form CA 00 01 covering bodily injury and property damage for all activities of Contractor arising out of or in connection with Work to be performed under this Contract, including coverage for any owned, hired, non -owned or rented vehicles, in an amount not less than one million dollars ($1,000,000) combined single limit for each accident. Contractor shall submit to City, along with a certificate of insurance, additional coverage as stated in Section 4. Other Insurance Requirements. D. Builder's Risk Insurance. Contractor shall maintain Builders Risk insurance or an installation floater as directed by City, covering damages to the Work for "all risk" or special causes of loss form with limits equal to 100% of the completed value of the Contract, with coverage to continue until final acceptance of the Work by City. At the discretion of City, the requirement for such coverage may include additional protection for Earthquake and/or Flood. City shall be included as an insured on such policy, and Contractor shall provide City with a copy of the policy. E. Excess/Umbrella Liability Insurance. If any Excess or Umbrella Liability policies are used to meet the limits of liability required by this contract, then said policies shall be "following form" of the underlying policy coverage, terms, conditions, and provisions and shall meet all of the insurance requirements stated in this contract, including, but not limited to, the additional insured and primary & non-contributory insurance requirements stated herein. No insurance policies maintained by the City, whether primary or excess, and which also apply to a loss covered hereunder, shall be called upon to contribute to a loss until the Contractor's primary and excess/umbrella liability policies are exhausted. AMG & Associates, Inc. Page C-2 Contractor shall submit to City, along with a certificate of insurance, additional coverage as stated in Section 4. Other Insurance Requirements. F. Professional Liability (Errors & Omissions) Insurance. Consultant shall maintain professional liability insurance that covers the Services to be performed in connection with this Agreement, in the minimum amount of two million dollars ($2,000,000) per claim and four million dollars ($4,000,000) in the aggregate. Any policy inception date, continuity date, or retroactive date must be before the Effective Date of this Agreement and Consultant agrees to maintain continuous coverage through a period no less than three years after completion of the Services required by this Agreement. G. Pollution Liability Insurance. Contractor shall maintain a policy providing contractor's pollution liability ("CPL") coverage with a total limit of liability of no less than five million dollars ($5,000,000) per loss and five million dollars ($5,000,000) in the aggregate per policy period. Claims -made policies require a 10-year extended reporting period. The CPL policy shall include coverage for cleanup costs, third -party bodily injury and property damage, including loss of use of damaged property or of property that has not been physically injured or destroyed, resulting from pollution conditions caused by contracting operations. Coverage as required in this paragraph shall apply to sudden and non -sudden pollution conditions resulting from the escape or release of smoke, vapors, fumes, acids, alkalis, toxic chemicals, liquids, or gases, waste materials, or other irritants, contaminants, or pollutants. The CPL shall also provide coverage for transportation and off -Site disposal of materials. The policy shall not contain any provision or exclusion (including any so-called "insured versus insured" exclusion or "cross - liability" exclusion) the effect of which would be to prevent, bar, or otherwise preclude any insured or additional insured under the policy from making a claim which would otherwise be covered by such policy on the grounds that the claim is brought by an insured or additional insured against an insured or additional insured under the policy. Contractor shall submit to City, along with a certificate of insurance, additional coverage as stated in Section 4. Other Insurance Requirements. 4. Other Insurance Requirements. The policies are to contain, or be endorsed to contain, the following provisions: A. Waiver of Subrogation. All insurance coverage maintained or procured pursuant to this Contract shall be endorsed to waive subrogation against City of City, its City Council, boards and commissions, officers, agents, AMG & Associates, Inc. Page C-3 volunteers, employees, and any person or entity owning or otherwise in legal control of the property upon which Contractor performs the Project and/or Services contemplated by this Contract or shall specifically allow Contractor or others providing insurance evidence in compliance with these requirements to waive their right of recovery prior to a loss. Contractor hereby waives its own right of recovery against City, and shall require similar written express waivers and insurance clauses from each of its subcontractors. B. Additional Insured Status. All liability policies including general liability, excess/umbrella liability, pollution, and automobile liability, if required, but not including professional liability, shall provide or be endorsed to provide that City, its City Council, boards and commissions, officers, agents, volunteers, employees, and any person or entity owning or otherwise in legal control of the property upon which Contractor performs the Project and/or Services contemplated by this Contract shall be included as additional insureds under such policies. C. Primary and Non Contributory. Contractor's insurance coverage shall be primary insurance and/or the primary source of recovery with respect to City, its City Council, boards and commissions, officers, agents, volunteers, employees, and any person or entity owning or otherwise in legal control of the property upon which Contractor performs the Project and/or Services contemplated by this Contract. Any insurance or self- insurance maintained by City shall be excess of Contractor's insurance and shall not contribute with it. D. Notice of Cancellation. All policies shall provide City with thirty (30) calendar days' notice of cancellation or nonrenewal of coverage (except for nonpayment for which ten (10) calendar days' notice is required) for each quired coverage except Builders Risk Insurance, which shall contain an endorsement with said required notices. E. Loss Payee. Losses payable under the Property and Builder's Risk Insurance policies, as they pertain to the Premises and related improvements (excluding trade fixtures, personal property, furnishing, or equipment that remain the property of Lessee under the terms of the Lease), shall be paid to the Lessor as its interests may appear. 5. Additional Agreements Between the Parties. The parties hereby agree to the following: A. Evidence of Insurance. Contractor shall provide certificates of insurance to City as evidence of the insurance coverage required herein, along with a waiver of subrogation endorsement for workers' compensation and other endorsements as specified herein for each coverage. All of AMG & Associates, Inc. Page C-4 the executed documents referenced in this Contract must be returned to City within ten (10) regular City business days after the date on the "Notification of Award". Insurance certificates and endorsements must be approved by City's Risk Manager prior to commencement of performance. Current certification of insurance shall be kept on file with City at all times during the term of this Contract. The certificates and endorsements for each insurance policy shall be signed by a person authorized by that insurer to bind coverage on its behalf. At least fifteen (15) days prior to the expiration of any such policy, evidence of insurance showing that such insurance coverage has been renewed or extended shall be filed with the City. If such coverage is cancelled or reduced, Contractor shall, within ten (10) days after receipt of written notice of such cancellation or reduction of coverage, file with the City evidence of insurance showing that the required insurance has been reinstated or has been provided through another insurance company or companies. City reserves the right to require complete, certified copies of all required insurance policies, at any time. B. City's Right to Revise Requirements. The City reserves the right at any time during the term of the Contract to change the amounts and types of insurance required by giving Contractor ninety (90) calendar days' advance written notice of such change. If such change results in substantial additional cost to Contractor, City and Contractor may renegotiate Contractor's compensation. C. Right to Review Subcontracts. Contractor agrees that upon request, all agreements with subcontractors or others with whom Contractor enters into contracts with on behalf of City will be submitted to City for review. Failure of City to request copies of such agreements will not impose any liability on City, or its employees. Contractor shall require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Contractor shall ensure that City is an additional insured on insurance required from subcontractors. For CGL coverage, subcontractors shall provide coverage with a format at least as broad as CG 20 38 04 13. D. Enforcement of Contract Provisions. Contractor acknowledges and agrees that any actual or alleged failure on the part of City to inform Contractor of non-compliance with any requirement imposes no additional obligations on City nor does it waive any rights hereunder. E. Requirements not Limiting. Requirements of specific coverage features or limits contained in this Exhibit A are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a AMG & Associates, Inc. Page C-5 given issue and is not intended by any party or insured to be all inclusive, or to the exclusion of other coverage, or a waiver of any type. If the Contractor maintains higher limits than the minimums shown above, the City requires and shall be entitled to coverage for higher limits maintained by the Contractor. Any available proceeds in excess of specified minimum limits of insurance and coverage shall be available to the City. F. Self -Insured Retentions. Contractor agrees not to self -insure or to use any self -insured retentions on any portion of the insurance required herein and further agrees that it will not allow any indemnifying party to self -insure its obligations to City. If Contractor's existing coverage includes a self -insured retention, the self -insured retention must be declared to City. City may review options with Contractor, which may include reduction or elimination of the self -insured retention, substitution of other coverage, or other solutions. Contractor agrees to be responsible for payment of any deductibles on their policies. G. City Remedies for Non Compliance. If Contractor or any subcontractor fails to provide and maintain insurance as required herein, then City shall have the right but not the obligation, to purchase such insurance, to terminate this Contract, or to suspend Contractor's right to proceed until proper evidence of insurance is provided. Any amounts paid by City shall, at City's sole option, be deducted from amounts payable to Contractor or reimbursed by Contractor upon demand. H. Timely Notice of Claims. Contractor shall give City prompt and timely notice of claims made or suits instituted that arise out of or result from Contractor's performance under this Contract, and that involve or may involve coverage under any of the required liability policies. City assumes no obligation or liability by such notice, but has the right (but not the duty) to monitor the handling of any such claim or claims if they are likely to involve City. Coverage not Limited. All insurance coverage and limits provided by Contractor and available or applicable to this Contract are intended to apply to the full extent of the policies. Nothing contained in this Contract or any other agreement relating to City or its operations limits the application of such insurance coverage. J. Coverage Renewal. Contractor will renew the coverage required here annually as long as Contractor continues to provide any Work under this or any other Contract or agreement with City. Contractor shall provide proof that policies of insurance required herein expiring during the term of this Contract have been renewed or replaced with other policies providing at least the same coverage. Proof that such coverage has AMG & Associates, Inc. Page C-6 been ordered shall be submitted prior to expiration. A coverage binder or letter from Contractor's insurance agent to this effect is acceptable. A certificate of insurance and/or additional insured endorsement as required in these specifications applicable to the renewing or new coverage must be provided to City with five (5) calendar days of the expiration of the coverages. K. Maintenance of General Liability Coverage. Contractor agrees to maintain commercial general liability coverage for a period of ten (10) years after completion of the Project or to obtain coverage for completed operations liability for an equivalent period. AMG & Associates, Inc. Page C-7 City of Newport Beach NEWPORT BEACH FIRE STATION 1 AND BALBOA BRANCH LIBRARY PROJECT Contract No. 8865-1 (Contractor shall submit proposals via the PROPOSAL (Bid Line Items) contained in PlanetBids. Contractor shall sign the below acknowledgement) To the Honorable City Council City of Newport Beach 100 Civic Center Drive Newport Beach, California 92660 Councilmembers: The undersigned declares that the Contractor has carefully examined the location of the work, has read the Instructions to the Bidders, has examined the Plans and Special Provisions, and hereby proposes to furnish all materials except that material supplied by the City and shall perform all work required to complete Contract No. 8865-1 in accordance with the Plans and Special Provisions, and will take in full payment therefore the following unit prices for the work, complete in place, to wit: 1 /23/26 Date (661) 251-7401 (661) 251-7405 Bidder's Telephone and Fax Numbers 881824 A & B Bidder's License No(s). and Classifications) 1000000413 DIR Registration Number AMG & Associates. Inc. Bidder Bids{' 's tI k ig�ature ?nd Title Albert taco azzi - residen 26535 Summit Circle Santa Clarita, CA 91350 Bidder's Address Bidder's email address: estimatin(aamgassociatesinc com PR-1 Ant ony R. verso - Vice President/ Secretary/ Treasurer CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT INDEX FOR SPECIAL PROVISIONS Newport Beach Fire Station 1 and Balboa Branch Library Project PROJECT NO. 23F12 CONTRACT NO. C-8865-1 PART 1 - GENERAL PROVISIONS SECTION 00— PRE -BID MEETING 00-1 JOBWALK 1 1 1 SECTION 1—TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND SYMBOLS 1 1-2 TERMS AND DEFINITIONS 2 SECTION 2 - SCOPE AND CONTROL OF THE WORK 2-1 AWARD AND EXECUTION OF THE CONTRACT 2-5 PLANS AND SPECIFICATIONS 2-5.2 Precedence of Contract Documents 2-6 WORK TO BE DONE 2-9 SURVEYING 2-9.1 Permanent Survey Markers 2-9.2 Survey Service SECTION 3 - CHANGES IN WORK 3-3 EXTRA WORK 3-3.2 Payment 3-3.2.2 Basis for Establishing Cost 3-3.2.3 Markup SECTION 4 - CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP 4-1.3 Inspection Requirements 4-1.3.1 General SECTION 5 - UTILITIES 5-1 LOCATION 5-1.1 General 5-2 PROTECTION 5-4 RELOCATION 2 2 3 3 4 5 5 5 6 7 7 7 7 8 8 9 9 11 11 11 11 11 SECTION 6 - PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 12 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK 12 6-1.0 Construction Supervision 12 6-1.1 Construction Schedule 12 6-7 TIME OF COMPLETION 16 6-7.1 General 16 6-8 COMPLETION, ACCEPTANCE, AND WARRANTY 17 6-9 LIQUIDATED DAMAGES 18 SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR 18 7-1 THE CONTRACTOR'S EQUIPMENT AND FACILIITIES 18 7-1.2 Temporary Utility Services 18 7-2 LABOR 18 7-2.2 Prevailing Wages 19 7-7 COOPERATION AND COLLATERAL WORK 19 7-8 WORK SITE MAINTENANCE 20 7-8.4 Storage of Equipment and Materials 20 7-8.4.2 Storage in Public Streets 20 7-8.6 Water Pollution Control 20 7-8.6.2 Best Management Practices (BMPs) 20 7-10 SAFETY 21 7-10.3 Haul Routes 21 7-10.4 Safety 21 7-10.4.1 Work Site Safety 21 7-10.5 Security and Protective Devices 21 7-10.5.3 Steel Plate Covers 21 SECTION 9 - MEASUREMENT AND PAYMENT 25 9-2 LUMP SUM WORK 25 9-3 PAYMENT 25 9-3.1 General 25 9-3.2 Partial and Final Payment. 28 PART 2 - CONSTRUCTION MATERIALS 28 SECTION 200 — ROCK MATERIALS 28 200-2 UNTREATED BASE MATERIALS 28 200-2.1 General 28 SECTION 201- CONCRETE, MORTAR, AND RELATED MATERIALS 28 201-1 PORTLAND CEMENT CONCRETE 28 201-1.1 Requirements 28 201-1.1.2 Concrete Specified by Class and Alternate Class 28 201-2 REINFORCEMENT FOR CONCRETE 28 201-2.2 Steel Reinforcement 28 201-2.2.1 Reinforcing Steel 28 SECTION 203 — BITUMINOUS MATERIALS 28 203-6 ASPHALT CONCRETE 29 SECTION 215 — BUILDING MATERIALS Error! Bookmark not defined. SECTION 214 — TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS 29 214-4 PAINT FOR STRIPING AND MARKINGS 29 214-4.1 General 29 214-6 PAVEMENT MARKERS 29 214-6.3 Non -Reflective Pavement Markers 29 214-6.3.1 General 29 214-6.4 Retroreflective Pavement Markers 29 214-6.4.1 General 29 SECTION 215 - TRAFFIC SIGNS 29 PART 3 - CONSTRUCTION METHODS 29 SECTION 300 - EARTHWORK 30 300-1 CLEARING AND GRUBBING 30 300-1.3 Removal and Disposal of Materials 30 300-1.3.1 General 30 SECTION 302 - ROADWAY SURFACING 30 302-6 PORTLAND CEMENT CONCRETE PAVEMENT 30 302-6.7 Traffic and Use Provisions 30 PART 6 - TEMPORARY TRAFFIC CONTROL 31 SECTION 600 - ACCESS 31 600-1 GENERAL 31 600-2 VEHICULAR ACCESS 31 600-3 PEDESTRIAN ACCESS 31 SECTION 601— WORK AREA TRAFFIC CONTROL 31 601-1 GENERAL 32 601-2 TRAFFIC CONTROL PLAN (TCP) 32 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS Newport Beach Fire Station 1 & Balboa Branch Library Project PROJECT NO. 23F12 CONTRACT NO. C-8865-1 INTRODUCTION All work necessary for the completion of this contract shall be done in accordance with (1) the ARCHITECT'S TECHNICAL SPECIFICATIONS attached hereto; (2) these Special Provisions; (3) the Plans (Drawing No.13-4982; (4) the Building Materials Survey Report; (5) Cal OSHA and SCAQMD Rules and Procedures; (6) the City's Standard Special Provisions and Standard Drawings for Public Works Construction (Current Edition) http://www.newportbeachca.gov/government/departments/public- works/resources; (7) Standard Specifications for Public Works Construction (2015 Edition), including supplements (Green Book); (8) the applicable Codes shown on the Plans; (9) American Public Works Association Standard Drawings, Latest Edition; and (10) Building Permits. Copies of the Standard Specifications for Public Works Construction may be purchased online at www.bnibooks.com/products/standard-specifications-public-works-construction or call 888-BNI BOOK (888-264-2665). The following Special Provisions supplement or modify the Standard Specifications for Public Works Construction as referenced and stated hereinafter: PART 1 - GENERAL PROVISIONS SECTION 00 — PRE -BID MEETING 00-1 JOBWALK Type of job walk: MANDATORY Where: 110 E Balboa Boulevard, Newport Beach, 92663 When: 1/07/2026 at 10:00 AM Requests for Information Due: 1/16/2026 SECTION 1 — TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND SYMBOLS Page 1 of 33 1-2 TERMS AND DEFINITIONS Add the following definition: City — City of Newport Beach SECTION 2 - SCOPE AND CONTROL OF THE WORK 2-1 AWARD AND EXECUTION OF THE CONTRACT At the time of the award and until completion of work, the contractors working on this Project shall comply with the following licensing requirements. The contractor awarded the Project: General Building "B". The contractor(s) performing non -building work shall be appropriately licensed by the State of California for their work. From the start of work until project completion, the Contractor and all Sub -contractors shall possess a valid Business License issued by the City of Newport Beach. The City reserves the right to reject the bid of any bidder who, upon investigation, has been determined to have failed to complete similar contracts successfully. Such rejection would, if applicable, be based upon the principle that the bidder is "non - responsible" and poses a substantial risk of being unable to complete the work in a cost-effective, professional and timely manner. ADD 2-4.1 The Contractor's Representative. ADD this section in its entirety If Contractor representative (supervisor) or alternative representative (project manager) is unable to be on -site during the progress of work, to necessitate its presence, to take measures necessary to protect the Work, persons or property, the Contractor shall notify the Engineer a minimum of 24 hours in advance, prior to the start of the work day. If the Contractor does not provide the required notification the Contractor shall be financially responsible for the costs of the City, City staff, consultants, and/or inspectors for the entirety of the day. The Contractor will be charged a minimum of 8 hours of the Engineer's time plus the time of other City employees or representative/consultants that were required to be on -site for the work day. The lack of presence on the construction site by the supervisor or alternative representative for the work day will result in immediate site closure and a working day charged to the contract schedule. Any changes to Contractor representative or alternate representatives on -site contractual obligation to the project shall be brought to the immediate attention of the City and Engineer. Any deviations to the contractual obligations require approval of the City and Engineer. No project supervision on the project (with exception of 90-day maintenance) will cause immediate closure of the project site with working day charged to the project and backcharge of hours to the Contractor as mentioned is 2-4.1.1 Page 2 of 33 Contractor fully responsible for all construction related costs to site closure due to lack of supervision, including but not limited to, all general condition costs, labor, equipment, materials and all subcontracting related costs, including mobilization and de- mobilization charges that may result. ADD 2-4.1.1 Payment. All costs assessed to the Contractor for lack of supervision on the project site will be deducted from the monthly payment invoice. 2-5 PLANS AND SPECIFICATIONS 2-5.1 GENERAL. ADD the following: If during the performance of the Work, the Contractor finds a conflict, error, omission, or discrepancy in the Contract Documents or in the City's field work, which is necessary for a clear understanding of the Work, or if any errors appear in either the various instruments or in the work done by other contractors affecting the Work included in the Specifications, the Contractor shall report it to the Engineer in writing at once and before proceeding with the Work affected thereby. If the Contractor fails to give such notice, the Contractor shall make good any damage or defect in the Work caused thereby. If the Engineer finds an error or omission has been made, the Engineer will determine the corrective actions and advise the Contractor accordingly. If the corrective work associated with an error or omission increases or decreases the amount of Work called for in the Contract, the City will issue an appropriate Change Order or Field Order (as applicable). After discovery of a claimed error or omission by the Contractor if the Contractor continues with the Work without written direction from the Engineer, the related work performed by the Contractor shall be at the Contractor's risk. The execution of Work specially detailed or explained, without a previous written request for an Extra Work charge, shall constitute an acceptance by the Contractor. It is the intent of the Specifications and Plans to describe a complete Project (or part thereof) to be constructed in accordance with the Contract Documents. Any Work that may reasonably be inferred from the Specifications or Plans as being required to produce the intended result shall be supplied whether or not it is specifically called for, at no additional cost to the City. When words in the Specifications or on the Plans, which have a well-known technical or trade meaning, are used to describe Work, material, or equipment such words shall be interpreted per such meaning. Reference to specified software, guides, standard specifications, manuals or codes of any technical society, organization or association, or to the code of any governmental authority, whether such reference be specific or by implication, shall mean the latest Page 3 of 33 edition or version in effect at the time of opening of Bids (or, on the effective date of the Contract if there were no Bids), except as may be otherwise specifically stated. No provision of any referenced standard specifications, manual or code (whether or not specifically incorporated by reference in the Contract Documents) shall change the duties and responsibilities of the Engineer or the Contractor or any of their agents or employees from those set forth in the Contract Documents. Clarifications and interpretations of the Contract Documents will be issued by the Engineer in accordance with these Special Provisions 2-5.2 Precedence of Contract Documents If there is a conflict or discrepancy between different Contract Documents, the more stringent requirement as determined by the Engineer shall control. ADD: 2-5.6 Measurements and Dimensions. Scaled dimensions are approximate. Before ordering materials or commencing Work, measure site for proper size and fit. The Contractor shall verify dimensions and quantities by taking measurements in the field and shall be responsible for their correctness. 2-6 WORK TO BE DONE Add to this Section, Thie Project consists of the construction of a new Fire Station and Library on the site of the building currently housing the Fire Station and Library. The work necessary for the completion of this contract consists of: Obtaining City Building Permits; Abating and demolition of existing building, including operational mechanical and electrical work and finishes. Removing and disposing of the existing on/off-site improvements; surveying; WQMP; constructing new Fire Station, Library, playground, and the associated utilities; constructing on/off-site improvements; containing all construction debris onsite; removing and disposing of errant debris; Export/Import the necessary soil to incorporate proposed design. arranging and coordinating with utility companies and U.S. Digital (alerting system) installations; testing for building water tightness; and landscaping establishment and maintenance. Work should include any other items of work not listed above, but shown on the plans and specifications. 2-7 SUBSURFACE DATA. ADD the following: The Plans for the Work show conditions as are believed by the Architect/Engineer to exist, including high groundwater, but it is not to be inferred that all of the conditions as shown thereon actually exist, nor shall the City or any of its officers be liable for any loss sustained by the Contractor as a result of any variance between conditions as shown on the Plans and the actual conditions revealed during the progress of the Work or otherwise. Page 4 of 33 If reports of explorations and tests of subsurface conditions at the Site are included in the Contract Documents e.g., Supplementary Special Provisions (SSP), the Bidders are encouraged to inspect the Site, acquire, and review these reports and to take other necessary steps to thoroughly familiarize themselves with the Site conditions. If a review of the documents and Site inspection indicate a conflict, the Bidder shall immediately notify the City. For access and cost information to obtain those reports contact the City Project Manager, during regular business hours. The City does not represent that the listed documents, or the logs, and test results, show the conditions that will be encountered in performing the Work. The City represents only that the logs, and test results show the conditions encountered at the particular locations and at the particular times they were obtained. The Bidders and other users of the subsurface data are cautioned that interpretations and conclusions contained in the documents were formulated for design purposes only and were based on work performed in such a way as to expressly provide information required for design 2-9 SURVEYING 2-9.1 Permanent Survey Markers Delete the second paragraph and replace with the following: The Contractor shall submit to the Engineer, a minimum of 7 days prior to the start of work, a list of controlling survey monuments which may be disturbed. The Contractor shall: a) set survey points outside the affected work area that reference and locate each controlling survey monument that may be disturbed, b) file a Corner Record or Record of Survey with the County Surveyor after setting the survey points to be used for re-establishment of the disturbed controlling survey monuments, and c) file a Corner Record or Record of Survey with the County Surveyor after reestablishment of the disturbed (permanent) controlling survey monuments. The Contractor shall protect all survey monuments during construction operations. In the event that existing survey monuments are removed or otherwise disturbed during the course of work, the Contractor shall restore the affected survey monuments at his sole expense. The Contractor's Licensed Surveyor shall file the required Corner Record or Record of Survey with the County Surveyor upon monument restoration. Existing street centerline ties and property corner monuments are to be preserved. The Contractor shall be responsible for the cost of restoring all survey ties and/or monuments damaged by the Work. 2-9.2 Survey Service Delete this section and replace with the following: The Contractor's California Licensed Land Surveyor shall utilize/follow the existing City survey records used for the project design to provide all construction survey services that are required to construct the Page 5 of 33 improvements. The Architect of Record is COAR Design Group. They can be contacted at (707) 544-3920. A minimum of two (2) sets of cut -sheets shall be included in the bid price and copies of each set shall be provided to City 48-hours in advance of any work. If the filing of a Corner Record and/or a Record of Survey with the County Surveyor's Office is required, the Contractor shall prepare and submit the Corner Records for review by the City a minimum of three (3) working days before the start of any Work. Payment for any and all construction surveying required by this Project, by the Contractor's Surveyor, shall be considered as included in contractor bid, and no additional compensation shall be allowed therefore. ADD: 2-12 SITE EXAMINATION. The Contractor shall have the sole responsibility of satisfying itself concerning the nature and location of the Work, and the general and local conditions, such as, but not limited to, all other matters which could in any way affect the Work or the costs thereof. The failure of the Contractor to acquaint itself with all available information regarding any applicable existing or future conditions shall not relieve it from the responsibility for properly estimating the difficulties, responsibilities, or costs of successfully performing the Work according to the Contract Documents. ADD: 2-13 FLOW AND ACCEPTANCE OF WATER. Storm, surface, nuisance, groundwater and/or other waters may be encountered at various times during construction of the Work. Therefore, the Contractor, by submitting a Bid, hereby acknowledges that it has investigated the risk arising from such waters, and has prepared its Bid accordingly; and the Contractor, by submitting such a Bid, assumes all said risk. SECTION 3 - CHANGES IN WORK 3-2.1 GENERAL: DELETE the first paragraph in its entirety and SUBSTITUTE with the following: Without invalidating the Contract and without notice to any surety, the City may at any time order additions, deletions, or revisions in the Project in the following manner: a) When the City desires a change; the City will issue a request for proposal to the Contractor through a CCD. b) The Contractor shall submit a response within 7 Working Days. If not received within 7 days any delays due to the lack of response by the contractor will be the contractors to hold. c) After the City reviews the Contractor's response, the City's changes will be authorized by a written Change Order prepared and issued by the City. d) Upon receipt of any such Change Order, the Contractor shall promptly sign and return the Change Order to the City and only thereafter proceed under the applicable conditions of the Contract Documents when the City has approved the Change Order. Page 6 of 33 3-3 EXTRA WORK 3-3.1 General. DELETE the first paragraph in its entirety and SUBSTITUTE with the following: New or unforeseen work will be classified as extra work when the engineer determines that it is not covered by Contract Stipulated Price. If the contractor feels that a Request for Information (RFI) response will generate additional cost, the contractor shall notify engineer within 15 days of response of the RFI. If contractor fails to notify engineers of the actual additional cost within the allotted 15 days, the contractor will be fully responsible for any and all delays due associated with that response. 15 days is a reasonable time to generate cost and submit a change order to engineer. 3-3.2 Payment 3-3.2.2 Basis for Establishing Cost 3-3.2.2.3 Tool and Equipment Rental Tool and equipment rental rates shall be based on the current Caltrans rental rates. No payment will be made for the use of tools or equipment which have a replacement value of $200 or less. 3-3.2.3 Markup 3-3.2.3.1 Work by the Contractor Delete this section and replace with the following: The following percentages shall be added to the Contractor's costs (prior to any markups) and shall constitute the markup for all overhead and profit: 1) Labor ............................................ 15 2) Materials ....................................... 15 3) Equipment Rental ........................... 15 4) Other Items and Expenditures ........... 15 To the sum of the costs and markups provided in this subsection, one (1) percent may be added as compensation for bonding. 3-3.2.3.2 Work by a Subcontractor Delete this section and replace with the following: When all or any part of the extra work is performed by a Subcontractor, the markup established in Section 3-3.2.3.1 shall be applied by the Subcontractor to the actual costs (prior to any markups) and shall constitute the markup for all overhead and profit. An additional markup of five (5) percent of the subcontracted actual cost (prior to any markups) may be added by the Contractor. Page 7 of 33 To the sum of the costs and markups provided in this subsection, one (1) percent may be added as compensation for bonding. SECTION 4 - CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP Add SECTION: 4-1.01 Procurement of Materials and Equipment: The Contractor shall be solely responsible for the procurement and timely purchase of all materials, equipment, fixtures, finishes, and products as identified in the plans, drawings, specifications, and any related construction documents (collectively, the "Contract Documents"). This includes, but is not limited to, all items expressly listed or reasonably inferred from the Contract Documents as necessary to complete the scope of work. Inclusion of All Costs: The Contractor's bid and subsequent contract price shall be deemed to include all costs associated with such procurement, including but not limited to: • Purchase price • Shipping and handling • Storage and delivery • Applicable taxes • Customs duties • Import/export fees • Forecasted and actual tariffs • Escalation in material costs The Contractor acknowledges and accepts the risk of fluctuations in material costs and tariffs and shall not be entitled to additional compensation for increases in such costs after the execution of this Agreement, unless otherwise specifically provided in a change order approved by the Owner in writing. Substitution and Approval: No substitution of materials or products shall be made without the prior written consent of the Owner or the Owner's designated representative, and only in accordance with the procedures outlined in the Contract Documents. 4-1.1 General.: Materials, parts, and equipment furnished by the Contractor for the Work shall be new, free of defects, and conform to the requirements in the Contract Documents. Used or secondhand materials, parts, and equipment may not be used. The quality of materials and workmanship shall be subject to approval by the Engineer. Materials and workmanship of quality not conforming to the requirements of the Specifications shall be considered defective and will be subject to rejection. Defective Page 8 of 33 work or material, whether in place or not, shall be removed immediately from the Work site by the Contractor, at its expense, when so directed by the Engineer. If the Contractor fails to replace any defective or damaged work or material after reasonable notice, the Engineer may cause such work or materials to be replaced. The replacement expense will be deducted from the amount to be paid to the Contractor. 4-1.3 Inspection Requirements 4-1.3.1 General All material and articles furnished by the Contractor shall be subject to rigid inspection, and no material or article shall be used until it has been inspected and accepted by the Engineer. The Contractor shall furnish the Engineer with full information as to the progress of the work in its various parts and shall give the Engineer timely (48-hours minimum) notice of the Contractor's readiness for inspection. Submittals are required for all construction material. The Engineer shall select an independent testing laboratory and pay for all testing as specified in the various sections of the Standard Special Provisions and these Special Provisions. When, in the opinion of the Engineer, additional tests and retesting due to failed tests or inspections are required because of unsatisfactory results in the manner in which the Contractor executed the work, such tests and inspections shall be paid for by the Contractor. 4-1.6 TRADE NAMES OR EQUALS. DELETE in its entirety and SUBSTITUTE the following: In accordance with California Public Contract Code §3400(a), and as specified herein this Section 4-1.6, the Contractor shall submit its list of proposed substitutions for "an equal" ("or equal") item within 20 days after award of the contract. If an offered substitution by the Contractor for the trade names specified in the Contract necessitates changes to, or coordination with, other items of the Work, the information submitted shall include details showing such changes. The Contractor shall perform these changes as part of the substitution of material or equipment and at no additional cost to the City. The lack of action on the Engineer's side by taking no exceptions to the proposed substitution shall not relieve the Contractor from responsibility for the efficiency, sufficiency, quality, and performance of the substitute material or equipment, in the same manner and degree as the material and equipment specified by name. Whenever materials or equipment are indicated in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the naming of the item is intended to establish the type, function, and quality required. Unless stated otherwise, materials or equipment of other Suppliers may be accepted if sufficient information is submitted to the Engineer for review to determine whether the material or equipment proposed is equivalent or equal to that named. Page 9 of 33 Request for approvals of "or equal" items prior to Bid Opening will not be considered. Bidders are responsible to ensure their Bid includes the price required for the item as specified, and assumes all risk in including a price for an "or equal" item that is not approved by the Engineer, and any additional cost associated with furnishing and installing the item as specified in the specifications or plans. The Contractor may bring forward a substitution proposal for an "or equal" item provided the request and supporting documentation is submitted within 20 days of contract award. The following information shall be included with any substitution request: 1. Whether or not acceptance of the substitute for use in the Work will require a change in any of the Contract Documents to adopt the design to the proposed substitute. 2. Whether or not incorporation or use of the substitute in connection with the Work is subject to payment of any license fee or royalty. 3. All variations of the proposed substitute from the items originally specified will be identified. 4. Available maintenance, repair, and replacement service requirements. The manufacturer must have a local service agency within 50 miles of the site which maintains properly trained personnel and adequate spare parts and is able to respond and complete repairs within 24 hours. 5. Certification that the proposed substitute will perform adequately the functions and achieve the results called for by the general design, and be similar and of equal substance to that indicated, and be suited to the same use as that specified. There is no guaranteed time frame for the Engineer's review of the substitution requests. The Contractor is responsible to demonstrate that the type, function, and quality of any such substitute product, material or equipment is equivalent to the specified item. The Engineer shall require at the Contractor's expense additional data about the proposed substitution he deems necessary. If the Engineer takes no exceptions to the proposed substitution, it will not relieve the Contractor from responsibility for the efficiency, sufficiency, quality, and performance of the substitute material or equipment, in the same manner and degree as the material and equipment specified by name. The lack of any action by the Engineer does not constitute acceptance of the substitution; all approved "or equal" substitutions must be approved in writing by the Engineer. Page 10 of 33 Acceptance by the Engineer of a substitute item does not relieve Contractor of the responsibility for full compliance with the Contract Documents. The Bid submittal must be based on the material and equipment specified by name in the Contract. If the proposal is rejected by the Engineer, Contractor will not be entitled to either an extension in Contract Time, and/or an increase in the Contract Price. As applicable, no Shop Drawing or Working Drawing submittals will be made for a substitute item nor will any substitute item be ordered, installed, or utilized without the Engineer's prior written approval. Contractor shall reimburse City for the charges of the Engineer for evaluating each proposed substitution SECTION 5 - UTILITIES 5-1 LOCATION 5-1.1 General The Contractor is responsible for, and shall at his or her expense, pothole all existing utilities which may be affected by the work to verify points of connection and potential conflicts. No segment of work shall begin until the contractor has potholed and verified points of connection and related connection material requirements, and coordinated the final/existing layout of the laterals/pipeline with the Engineer, including adjustments due to field conflicts with other utilities or structures above or below ground. Within seven (7) calendar days after completion of the work or phase of work, the Contractor shall remove all USA utility markings. Removal by sandblasting is not allowed. Any surface damaged by the removal effort shall be repaired to its pre - construction condition or better at the contractor's expense. 5-2 PROTECTION In the event that an existing pull box, meter box or any other utility box is damaged by the Work and is not re -useable, the Contractor shall provide and install a new replacement pull box, meter box or any other utility box of identical type and size at no additional cost to the City. 5-4 RELOCATION All City owned pull boxes, water meter boxes, water valve boxes, sewer cleanout boxes and survey monument boxes (collectively known as "utility boxes") which are affected by the Work shall be replaced to finish grade with new utility boxes. During asphalt paving operation, manholes within paving area shall be temporarily lowered and covered. Upon completion of paving operation, manholes shall be permanently adjusted to finish grade. Page 11 of 33 The Contractor will be required to contact Southern California Edison, The Gas Company, cable television companies, telecommunication companies and any other utility companies to have their existing utilities adjusted to finish grade. The Contractor shall coordinate with each utility company for the adjustment of their facilities in advance of work to avoid potential delays to the project schedule. The Contractor shall provide the necessary survey control for all utility companies to adjust boxes and vaults to the final grade. The Contractor will be required to coordinate with these companies for inspection of the work. SECTION 6 - PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK 6-1.0 Construction Supervision The timely and quality completion of the work is of paramount importance to the City. As such, the contractor shall have full time superintendence for the entire contract. 6-1.1 Construction Schedule No work shall begin until a Notice to Proceed has been issued, a pre -construction meeting has been conducted, and a schedule of work has been approved by the Engineer. The Contractor shall submit a baseline schedule to the Engineer for approval a minimum of five working days prior to the pre -construction meeting. The Engineer will review the baseline schedule and may require the Contractor to modify the schedule to conform to the requirements of the Contract Documents. If work falls behind the approved baseline schedule, the Contractor shall be prohibited from starting additional work until Contractor has exerted extra effort to meet the baseline schedule and has demonstrated the ability to maintain the schedule in the future. Such stoppages of work shall in no way relieve the Contractor from the overall time of completion requirement, nor shall it be construed as the basis for payment of extra work because additional personnel and equipment were required on the job. Contractor shall update the schedule periodically or as directed by the Engineer to reflect any delay or extension of time. In addition, Contractor shall prepare 3-week look -ahead schedules on a weekly basis with detailed daily activities for the weekly OAC meeting. The contractors baseline schedule shall incorporate 20 anticipated weather days during the period from initial site work through the date of substantial completion, affecting any work on the critical path. Unused weather allowance days become jointly owned. The Contractor will not be allowed for a time extension due to weather days until they have exhausted the 20 days. Contractor shall complete site demolition, clear & grub of landscape, and disconnection of utilities before existing building can be abated and demolished. Page 12 of 33 ADD the following after item F. G. Total float is the number of days by which a part of the Work in the Schedule may be delayed from its early dates without necessarily extending the Contract Time. The Contract float is the number of days between the Contractor's anticipated date for early completion of the Work, or specified part, and the corresponding Contract Time. Total float and Contract Time float belong to the Project and are not for the exclusive benefit of any Party. They shall be available to the City or the Contractor to accommodate changes in the Work or to mitigate the effect of events which may delay performance or completion. H. Monthly progress payments are contingent upon the submittal of an updated Schedule to the Engineer. The City may refuse to recommend the whole or part of any monthly payment if, in the Engineer 's opinion, the Contractor's failure, or refusal to provide the required Schedule information precludes a proper evaluation of the Contractor's ability to complete Project within the Contract Time. I. Monthly Progress Schedule Update: It is anticipated that the contractor will meet with Owner to discuss the agreed upon percent complete for each activity prior to the preparation of the schedule submittal and application for payment. As such, seven (7) calendar days prior to the Contractor submitting his Request for Payment, the Contractor shall submit to owner the requested percentage complete for each activity. Upon Contractor/owner agreeing to the percent complete for each activity, Contractor will prepare his monthly progress payment application and progress schedule submittal. Within two (2) working days following Contractor Submission of the request for payment, Contractor will submit his updated progress schedule. In the event Contractor fails or refuses to submit the required progress schedule, Owner may withhold up to 50% of the current and all subsequent requests for payment. J. In addition, the Contractor agrees that, in accordance with the Contract Documents, liquidated damages for failure to submit any progress schedule within the time specified is Two Hundred Dollars ($200.00) per Calendar Day. K. The Schedule shall show a breakdown of Work into activities and relationships to the extent required to effectively manage the Work. The Schedule shall show the division of the Work into activities and specify the progression from the Notice to Proceed (NTP) to the end of the Contract Time. L. The Schedule constraints for submittals, items specified construction, start-up an d shall include appropriate time allowances and of interface with Work performed by others, and performance tests. M. The Contractor shall include in the Schedule inclusive in the Contract Time allotted, three 3 Working Days for the City to conduct a thorough walk-through. N. The Contractor shall include in the Schedule inclusive in the Contract Time allotted 10 Working Days for generation of the punchlist. The Contractor shall Page 13 of 33 Work diligently to complete all punchlist items within 20 Working Days after officially being provided the punchlist by the Engineer. O. If the Contractor modifies or changes the Schedule, for Change Order Work or otherwise, the Engineer shall be notified in writing with an explanation. P. Comments made by the Engineer on the Schedule during review shall not relieve the Contractor from compliance with requirements of the Contract. The Engineer may request that the Contractor and major Subcontractors (defined herein as being any Subcontractor or Supplier with 5% or more of the value of the Contract) participate in review of any Schedule submission. The Schedule revisions shall be submitted within 10 Working Days after the Engineer's review. Q. The Schedule shall show work to be done by the City personnel and Utility Companys, such as but not limited to, submittal reviews (separate tasks for each), sewer, water main connections, water testing, operational performance tests as separate tasks, SCE removals and connections, Socal Gas disconnection and meter installation. The Schedule shall show appropriate time allowances for Work performed by other agencies. R. If completion of any part of the Work, delivery of equipment or materials, or provision of the Contractor submittals is behind schedule (10 working day or more) and will impact the completion date of the Work, the Contractor shall submit a written recovery plan acceptable to the Engineer for completing the Work by the current Contract completion date. This should include a Narrative and reason for each relationship and duration changes. S. The Contractor shall not be entitled to any extension in Contract Time, or recovery for any delay incurred because of extensions in an early completion date, until all Contract float is used, performance of the Work extends beyond the corresponding Contract Time, and a recovery plan is submitted demonstrating that the delay cannot be mitigated or offset through actions such as rescheduling Work. T. Misrepresentation of actual Work durations in order to suppress available float time shall be cause for rejection of the Schedule and any revisions or updates. U. The Schedule shall include procurement related activities which lead to the delivery of permanent materials to the Site in a timely manner. Procurement activities include activities such as preparation of Shop Drawings and Working Drawings, review and acceptance of Shop Drawings and Working Drawings, materials fabrication, materials delivery, etc., as appropriate. V. The Schedule shall be reasonably balanced over the construction duration. Upon receipt, the Engineer will review the Schedule and provide comments, as appropriate, for revision by the Contractor. Page 14 of 33 W. If the Engineer questions the logic of the Schedule, the Engineer may at any time request a Schedule narrative that describes the approach to the Work and the rationale used to develop the Schedule relationships and logic. ADD: 6-1.5 Contract Time Extensions. The Contract Time shall not be modified except by Change Order. The Contractor shall immediately submit to the City a written request for a Change Order to modify the Contract Time, but in no event later than 24 hours after the occurrence and discovery of the event(s) giving rise to the request. The Contractor shall include in its request a general description of the basis for and the estimated length of any extension and submit supporting data. Any City approval of a request shall be contingent upon the Contractor's submission of a written statement that the Contract Time extension reflects the entire extension to which the Contractor is entitled as a result of the occurrence of the event(s). The City will not grant an extension in Contract Time unless the Contractor demonstrates through an analysis of the critical path that: 1) the increases in the time to perform all or part of the Project, beyond the Contract Time, arise from unforeseeable causes beyond the control and without the fault or negligence of the Contractor, their agents, officers, and/or employees; and 2) the causes actually rendered performance of all or part of the Project beyond the corresponding Contract Time, despite the Contractor's reasonable and diligent actions to avoid the extension. Delays attributable to and within the control of the Contractor's Subcontractors shall be deemed to be delays within the control of the Contractor. The City will not allow time extensions for these delays. ADD: 6-6.5 Contract Time Extension and Schedule Analysis. A claim for extension in Contract Time will not be granted unless the Contractor can demonstrate through a Critical Path Method (CPM) analysis of the Schedule's critical path(s) that the increases in the time to perform or complete the Work, or specified part of the Work, beyond the corresponding Contract Time(s) arise from unforeseeable causes beyond the control and without the fault or negligence of the Contractor, and that such causes in fact lead to performance or completion of the Work, or specified part in question, beyond the corresponding Contract Time, despite the Contractor's reasonable and diligent actions to guard against those effects. Fragnet is a group of schedule network activities representing a delay or change event. The Schedule analysis shall use delay fragnets to show the impact of the Work that is the basis of the Claim on specific impacted critical path Schedule activities. Where the Contractor is prevented from completing any part of the Work within the Contract Times (or Milestones) due to delay to a "critical path" activity beyond the control of both the City and the Contractor, an extension of the Contract Times (or Milestones) in an amount equal to the time lost on the critical path of the Project due to such delay shall be the Contractor's sole and exclusive remedy for such delay. The City may elect, at its sole discretion, to grant an extension in Contract Time, without the Contractor's request, because of delays or other factors. Page 15 of 33 6-7 TIME OF COMPLETION 6-7.1 General The Contractor shall, from the date of the Notice to Proceed, complete all construction work under Contract within 392 consecutive working days after the notice to proceed. The time spent on arranging, coordinating, and accommodating the utility companies to install the necessary utilities to complete the Project functional and in place; completing the as -built plans; and obtaining Building Permit Final and building occupancy shall have been included in the working days allotted above. The 90-day plant establishment and maintenance period is in addition to the above 392 working days allotment. The Contractor shall ensure the availably and delivery of all materials prior to the start of work. Unavailability of material will not be sufficient reason to grant the contractor an extension of time, unless otherwise approved by the engineer. Normal working hours are limited to 7:30 a.m. to 4:00 p.m., Monday through Friday. The Contractor, subcontractors, suppliers, etc., shall not generate any noise at the work site, storage sites, staging areas, etc., outside of the working hours. Should the Contractor elect to work outside normal working hours, Contractor must first obtain special permission from the Engineer. The request may be for 4:00 p.m. to 6:30 p.m. on weekdays or 8:00 a.m. to 6:00 p.m. on Saturdays only. A request for working outside the normal working hours must be made at least 72 hours in advance of the desired time period. A separate request must be made for each work shift. The Engineer reserves the right to deny any or all such requests. Additionally, the Contractor shall pay for supplemental inspection costs of $146 per hour when such time periods are approved. City Council adopted Ordinance No. 2019-9 restricting construction -related noise on Saturday in the designated High -Density Areas; as well as requiring a project information sign for new construction and substantial remodels. The High -Density Area map identifies the following: Balboa Island, Balboa Peninsula, Bay Island, Bay Shores, Collins Island, Corona Del Mar Village, Harbor Island, Linda Isle, Lido Isle, West Newport and Newport Shores (Exhibit A of Ordinance No. 2019-9). Violations of the City ordinance will be subject to code enforcement actions and citations pursuant to the provisions of NBMC § 10.28.040 and NBMC § 1.04.10. The following days are designated City holidays and are non -working days: 1. January 1st (New Year's Day) 2. Third Monday in January (Martin Luther King Day) 3. Third Monday in February (President's Day) Page 16 of 33 4. Last Monday in May (Memorial Day) 5. July 4t' (Independence Day) 6. First Monday in September (Labor Day) 7. November 11th (Veterans Day) 8. Fourth Thursday and Friday in November (Thanksgiving and Friday after) 9. December 24th, (Christmas Eve) 10. December 25th (Christmas) 11. December 26th thru 30th (City Office Closure) 12. December 31 St (New Year's Eve) If the holiday falls on a Sunday, the following Monday will be considered the holiday. If the holiday falls on a Saturday, the Friday before will be considered the holiday. 6-8 COMPLETION, ACCEPTANCE, AND WARRANTY Prior to acceptance of work, the Contractor shall submit a full-size set of plans to the Engineer. Retention payment and bonds will not be released until the as -built plans are reviewed and approved by the Engineer. A set of approved plans and specifications shall be on the job site at all times. The Contractor shall maintain as -built drawings of all work as the job progresses. A separate set of drawings shall be maintained for this purpose. These drawings shall be up-to-date and reviewed by the Engineer at the time each progress payment is submitted. Any changes to the approved plans that have been made with approval from the Engineer shall be documented on the as -built plans. The Contractor shall maintain books, records, and documents in accord with generally accepted accounting principles and practices. These books, records, and documents shall be retained for at least three years after the date of completion of the project. During this time, the material shall be made available to the Engineer. Suitable facilities are to be provided for access, inspection, and copying of this material. ADD: 6-8.4 Requirements Preparatory To Requesting a Walk-through. Walk-through is the procedure used by the City to generate a Punchlist prior to Acceptance. The following items shall be required prior to requesting a walk-through: A. Remove temporary facilities from the Site, as agreed by City and/or Engineer B. Thoroughly clean the Site. C. Provide completed and signed Red -lines in accordance with 2-5.4, "Red -line Drawings." D. Provide all material and equipment maintenance and operation instructions and/or manuals. E. Provide all warranties and guarantees required by the Contract Documents. F. Provide all tools which are a permanent part of equipment installed in the Project. G. Provide and properly identify all keys, for construction and permanent items. Page 17 of 33 H. Provide all final Special Inspection reports required by the Uniform Building Code. I. Provide all certificates for materials, back -flows, glulam beams, underground storage tanks, etc. J. Provide all items that this contract requires to be supplied as extra stock. All items shall be wrapped, sealed, or placed in a container as necessary to allow for storage by the City for future use. The amount specified in this contract shall be verified by the City and the Contractor. 6-9 LIQUIDATED DAMAGES For each consecutive calendar day after the time specified in Section 6-7.1 for completion of the work, the Contractor shall pay to the City or have withheld from moneys due it, the daily sum of 2 500.00. Execution of the Contract shall constitute agreement by the City and Contractor that the above liquidated damages per calendar day is the minimum value of the costs and actual damage caused by the failure of the Contractor to complete the Work within the allotted time. The intent of this section is to emphasize to the Contractor the importance of prosecuting the work in an orderly preplanned continuous sequence so as to minimize inconvenience to residences, businesses, vehicular and pedestrian traffic, and the public as a result of construction operations. SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR 7-1 THE CONTRACTOR'S EQUIPMENT AND FACILIITIES 7-1.2 Temporary Utility Services If the Contractor elects to use City water, Contractor shall arrange for a meter and tender a $973.00 meter deposit with the City. Upon return of the meter to the City, the deposit will be returned to the Contractor, less a $90 monthly charge for meter use, a charge for water usage and any repair charges for damage to the meter. Water used during construction shall be paid for by the Contractor. This includes water for flushing and pressure testing water lines, compaction, dust control, irrigation during maintenance period for landscaping, etc. City shall designate to the Contractor the location of the fire hydrant or other connection acceptable for drawing of construction and temporary water. City reserves the right to limit the location, times and rates of drawing such water. 7-2 LABOR Page 18 of 33 7-2.2 Prevailing Wages In accordance with California Labor Code Section 1720.9, hauling and delivery of ready - mixed concrete for public works contracts are subject to prevailing wages. 7-5 PERMITS. Replace this Section with "The Project Plans have been approved by the City Building Division and is "permit ready". The Contractor shall obtain building permits from the Community Development Department prior to stating work and submit any and all submittals for community Development Department review per contract documents. ADD: 7-6.4 Project Meetings. The Contractor's field supervisor e.g., superintendent and Project Manager, shall attend all scheduled construction progress meetings and other Project meeting. The City's design staff will attend Project meetings on an as - needed basis to address design issues. C onstruction progress meetings will be weekly or as required by the Engineer. Other Project meetings will be scheduled at the sole discretion of the Engineer. The Engineer will determine the date(s), time(s), and location(s) for all meetings. The Engineer will be responsible for the meeting agendas and meeting minutes. If any of the Contractor's staff (Project Manager and Superintendent) cannot attend, the Contractor shall notify the Engineer a minimum of 24 hours in advance, prior to the start of the scheduled meeting. If the Contractor does not provide the required notification the Contractor shall be financially responsible for the costs of the City staff, co nsultants, or both that attend. The Contractor will be charged a minimum of two hours of the Engineer's time plus the time of other the City employees or representatives that at tend the meeting. Lack of participation from the Contractor will be documented and reported in the Contractor's performance evaluation. The objective of the meetings is to discuss: (1) the status of submittals, (2) requests for information, (3) progress of schedule, (4) disputed items, (5) non-conformance notices, and (6) new business of importance from any member of the meeting. 7-7 COOPERATION AND COLLATERAL WORK City forces will perform all shut downs of water, sewer and storm drain facilities as required. The Contractor shall provide the City advanced notice a minimum of seven calendar days prior to the time contractor desires the shutdown these City facilities. A four-hour shut down of water facilities during the daytime hours of 10:00 a.m. to 2:00 p.m. or a six -hour shut down between the nighttime hours of 11:00 p.m. to 5:00 a.m. will be allowed. The Contractor will be responsible for completing all water connections within the time period allowed. The times and dates of any utility to be shut down must be coordinated with the Engineer. It is the Contractor's responsibility to notify the affected businesses and residents of the upcoming water shutdown with a form provided by the Engineer at least 48 hours in advance of the water shut down. Page 19 of 33 7-8 WORK SITE MAINTENANCE Add to this Section: "The Contractor shall: 1. Make every effort to conduct the work in a manner that will not interfere with the ingress/egress of the adjoining public streets/alleys. 2. Provide and maintain gravel beds and "shaker plates" at job site ingress/egress locations to minimize the tracking of errant materials onto the public alleys and streets. 3. Apply dust controls whenever airborne errant dust is observed. 4. Remove all construction debris from the work site at the end of each workday. 5. Provide restrooms and trash service for the construction personnel. 6. Provide alleys sweeper service to mechanically and/or manually remove errant construction debris and dust as directly by the engineer. 7. Provide reasonable cleaning service as directed by the Engineer to remove dust and other errant debris that were not controlled during the construction and have deposited upon the neighbors' parked vehicles, building windows, planters, landscaping, etc. 7-8.4 Storage of Equipment and Materials 7-8.4.2 Storage in Public Streets Construction materials and equipment may only be stored in streets, roads, or sidewalk areas if approved by the Engineer in advance. It is the Contractor's responsibility to obtain an area for the storage of equipment and materials. The Contractor shall obtain the Engineer's approval of a site for storage of equipment and materials prior to arranging for or delivering equipment and materials to the site. Prior to move -in, the Contractor shall take photos of the laydown area. The Contractor shall restore the laydown area to its pre -construction condition. The Engineer may require new base and pavement if the pavement condition has been compromised during construction. 7-8.6 Water Pollution Control 7-8.6.2 Best Management Practices (BMPs) The Contractor shall submit a Best Management Practice (BMP) plan for containing any wastewater or storm water runoff from the project site including, but not limited to the following: Page 20 of 33 a. No placement of construction materials where they could enter storm drain system, which includes gutters that lead to catch basins. b. Checking construction vehicles for leaking fluids. c. Providing a controlled area for cleaning or rinse -down activities. d. Monitoring construction activities. e. Minimizing usage of water when saw -cutting and vacuum the residue. f. Providing measures to capture or vacuum -up water contaminated with construction debris. g. Removing any construction related debris on a daily basis. h. Protecting work areas from erosion. The BMP will be approved by the Engineer prior to any work. The City will monitor the adjacent storm drains and streets for compliance. Failure of the Contractor to follow BMP will result in immediate cleanup by City and back -charging the Contractor for all costs plus 15 percent. The Contractor may also receive a separate administrative citation per Section 14.36.030 of the City's Municipal Code. 7-10 SAFETY 7-10.3 Haul Routes Haul routes shall be submitted to the Engineer for review and approval. 7-10.4 Safety 7-10.4.1 Work Site Safety The Contractor shall be solely and completely responsible for conditions of the job site, including safety of all persons and property during performance of the work. The Contractor shall fully comply with all state, federal and other laws, rules, regulations, and orders relating to the safety of the public and workers. The right of the Engineer or the City's representative to conduct construction review or observation of the Contractor's performance shall not include review or observation of the adequacy of the Contractor's safety measures in, on, or near the construction site. 7-10.5 Security and Protective Devices 7-10.5.3 Steel Plate Covers Steel plates utilized for trenching shall be the slip resistant type per Caltrans standards. In addition, steel plates on asphalt pavement shall be pinned and recessed flush with existing pavement surface. ADD 7-10.4.8 Health and Safety Plan. Add the following section: The Contractor bears the ultimate responsibility for the health and safety of its employees. These specifications shall not be construed to limit the Contractor's liability Page 21 of 33 nor to assume that the City, its employees or designate, will assume any of the Contractor's liability associated with Site safety considerations. The Contractor shall have a health and safety plan in effect prior to commencement of Work. The plan shall meet all OSHA/CALOSHA and other applicable requirements. The plan shall specifically address procedures and protocols that will be followed to monitor for the presence of hazardous atmosphere, including airborne communicable diseases, possibility for engulfment, gasses due to organic soils or proximity to landfills, exposure to hazardous products such as may be released when grinding, cutting, or torching galvanized or painted surfaces, contaminated soil, and groundwater, and identify response actions that will be taken when these conditions are encountered. This plan shall be provided to the Engineer at least one week before any construction activities begin. The City will not assume any role in determining the adequacy of the plan on behalf of the Contractor. The Contractor shall erect and maintain, as required by existing conditions and performance of the Work, reasonable safeguards for Safety and protection, including posting danger signs and other warnings against hazards, promulgating Safety regulations and notifying owners and users of adjacent sites and utilities, and shall comply fully with the requirements of State and/or Federal OSHA SECTION 8 — FACILITIES FOR AGENCY PERSONNEL 8-2 FIELD OFFICE FACILITIES: DELETE in its entirety and SUBSTITUTE the following: Contractor shall furnish and maintain throughout the duration of the project until Notice of Substantial Completion is issued, the Construction Manager a minimum "Class A" 12'W x 501 Field Office (prefabricated or mobile unit with serviceable finishes by Mobile Modular or approved equal). Office shall be submitted and approved by CM prior procurement. This office shall have a minimum floor space of 600 SF, include one office space with door, a conference facility and integrated restroom facility. Interior finishes shall include, all weather flooring surface, electrical outlets, heating and cooling capacity, at least one door and window. Include the following Furnishings, Fixtures and Equipment (FFE), all items shall be provided as follows and be in new condition upon arrival, all items shall be delivered and set up by contractor, including fabrication and installation per manufacturer's written instructions, any items needing wall mounting shall be installed by the contractor at the direction of the CM, include all necessary hardware for mounting.: A. Office related Furniture, Fixtures and Equipment. a. *(1) one standard 72" (5 feet, min.) long executive desk with a drawer suitable for holding files b. *(1) ergonomic executive desk chair (La-z-boy Wickingham) or approved equal C. *(1) 6' tall adjustable 5-shelf bookcase, d. *(1) 36" x 48" Wall mounted Dry -Erase Boards e. *(2) 36" x 48" Wall mounted Cork Board, f. *(2) 6' long white folding tables, (1 can be center folded) g. *(2) 4' long white folding table, h. *(12) standard folding chairs. Page 22 of 33 i. *Plan holder rack with minimum (8) hangers j. *Operable window coverings/mini-blinds at each window of applicable size for the window. Binds shall be as such to block light. 1" vinyl blinds or equal. k. **Refrigerator w/ separate Freezer door with minimum 4.5 cu ft capacity, 2 Door mini -fridge by Magic Chef or approved equal. Color Stainless steel. I. (4) sets of keys for all doors and locks provided for the trailer, including security bars and door locks. M. ***Samsung 55" WM55B WMB Flip Pro - 4K Interactive Touchscreen LED Display with Flip TV cart/stand STN-WM55R or pre -approved equal (both items) n. **Samsung 32" — 4K Computer Monitor UHD (3840x2160) or approved equal o. **Logitech C922x Pro Stream Webcam — Full 1080p HD Camera P. **Jabra Speak 710 Bluetooth Conference speaker and microphone q. **Multi -function ink jet color printer/copier/fax/scanner capable of printing 25 ppm color/25 B&W and ability to print and scan on letter (8'/2"x11 "), legal (8'/2"x14") and ledger (11 "x17") size paper. Copy Resolution 2400 x 4800 dpi. Connectivity — Wireless Ethernet 802.11 b. Including service and all required supplies. Model: Epson EcoTank Pro ET-16650 or equal. Other printer options must be reviewed and pre -approved by Construction Manager prior to acceptance. i.Provide (2) spare eco tank ink bottles for each color ii. (5) reams (500 sheets per ream)-8.5x11 paper, 24 lb., 92 brightness — HP Brightwhite Inkjet paper or equal iii. (3) reams (500 sheets per ream) 11 x17 paper, 24 lb., 92 brightness — HP Brightwhite inkjet paper or equal) B. Electric power shall be provided to include a minimum of four duplex convenience outlets. Include (1) duplex outlet on outside of trailer in the event electrical is needed for water pumps, etc. The office shall be illuminated at the tables and desk. An outdoor lighting fixture with a 300- watt bulb shall be installed. C. Provide a dedicated high-speed Internet connection capable of 100 Mbps with wireless router for secure Wi-Fi connection. Include IT support for network / Internet / printer /wireless setup and service as required at no additional expense. Mobile (Cellular) hotspot is unacceptable and will only be considered after all possible solutions have been identified and detailed by the Contractor. Approval of mobile hotspot/5G home internet shall require a none metering of high-speed internet. This option must be reviewed and approved by Construction Manager prior to acceptance. Mobile hotspots require a minimum of (3) hotspot connections. Mobile hotspots are metered past 20GB. 60 GB Page 23 of 33 needed per month. No shared internet will be accepted, this line(s) shall be for the exclusive use for CM trailer only. D. Integrated heating and air conditioning of sufficient capacity shall be provided and be in operation the entire duration of the trailer. Contractor shall include a minimum of 2 filter replacements during the course of construction. Any repairs shall be made within 48 hours of written notification to the contractor. The City reserves the right to withhold general condition progress payment request until trailer is fully operational. E. Integral Sanitary facilities including a toilet and wash basin with hot and cold running water. Facility may need the use of a water holding tank (including pumps, water lines, electric water heater, etc.) and sewage holding tanks as required to achieve and maintain a fully operating sanitary facility. Both tanks shall be serviced on a weekly basis to ensure proper and fully operational sanitary facilities. The City reserves the right to withhold general condition progress payment request until trailer is fully operational. F. (2) Dedicated all-weather (gravel, AC or Concrete) on -site parking stalls and roadway from site entry to the trailer. Contractor shall provide (2) metal signs on non -movable post, indicating CM Parking Only. G. Provide Construction Manager minimum $1,000 office supply or on-line retail (Amazon) store card/credit to purchase for the duration of the project, needed office supplies (beyond listed equipment), cleaning supplies, hydration supplies and sanitary supplies for the field office. H. Field office and support equipment shall remain on -site for the duration of the project until notice of substantial completion or otherwise agreed to by the City, (excluding maintenance period). Field office, power and related sanitary equipment may need to be relocated multiple times, at contractor's expense, during the course of construction in order to facilitate final construction activities. This shall be detailed in Construction Staging plan for approval and be part of the cost to maintain the trailer on -site for the noted duration(s). Contractor shall provide a monthly deep cleaning of the trailers, including, but not limited to washing/moping of the floors, dusting, washing windows (inside and outside) removal of trash and cleaning of sanitary facilities. * Items that may be procured as part of a rental agreement with building/trailer manufacturer or separate furnishing companies upon approval by CM. Furnishings shall remain until Notice of Substantial Completion. ** Unless otherwise noted, these items are considered new and shall be purchased, fabricated (if needed) and installed in the trailer and at the end of the project shall Page 24 of 33 become the property of the City, unless otherwise agreed to in writing before end of project. These items shall be considered part of the general conditions' allowances paid to the contractor. Any item(s) owned by contractor required as part of the FFE shall be noted by the contractor and approval of the CM is required. All items will be returned to the contractor, if provided by the Contractor. Normal wear and tear is anticipated and no replacement will be warranted. Any damage will be noted upon delivery in form of acceptance letter to contractor. ***Monthly Lease options available through CDW. Responsibility of contractor to determine applicability and availability of screen prior to bid (other size options available and shall be brought to the CM's attention if noted size is unavailable prior to bid). If no lease option is available, the item(s) shall be considered new and shall be purchased, fabricated (if needed) and installed in the trailer and at the end of the project shall become the property of the City. These items shall be considered part of the general conditions' allowances paid to the contractor. ADD: 8-2.1 Payment. Payment for the Field Office and Facilities shall be included in the general conditions bid item. At any time, the field office or related FFE items are not in working, operable order and notice has been given to the Contractor, the Contractor shall have 48 hours upon such notice to rectify the situation/ or the City shall withhold general condition progress payments until rectification to the full satisfaction of the City, CM and it's representatives. Trailer and all apparatus' shall remain on -site until project Notice of Substantial Completion is delivered to the Contractor by the City Engineer. 8-3 FIELD LABORATORIES: For this contract, the provisions of Section 8.3 of the Standard Specifications shall not apply. 8-4 BATHHOUSE FACILITIES: For this contract, the provisions of Section 8.4 of the Standard Specifications shall not apply. SECTION 9 - MEASUREMENT AND PAYMENT 9-2 LUMP SUM WORK Contractor shall submit a detailed schedule of value for all lump sum bid items to the Engineer within 15 days after award of contract. 9-3 PAYMENT 9-3.1 General Revise paragraph two to read: The unit and lump sum bid prices for each item of work shown on the proposal shall include full compensation for furnishing the labor, materials, tools, and equipment and doing all the work, including restoring all existing improvements, to complete the item of work in place and no other compensation will be Page 25 of 33 allowed thereafter. Payment for incidental items of work not separately listed shall be included in the prices shown for the other related items of work. The following items of work pertain to the bid items included within the Proposal: Item No. 1 Fire Station No. 1 & Balboa Branch Library: Work under this Item shall include all of the costs necessary to complete all of the work shown on the plans and in the contract documents, complete and in place. The following is only a suggested listing of work items that need further itemization on the Schedule of Values to be submitted to the Engineer upon project award to the low responsible bidder by the Newport Beach City Council. The cost of all other items of work that are not specifically listed as required but are customary to be completed as a prerequisite for a fully functional facility shall have been included in the bid and no additional compensation shall be made. • Mobilization and Demobilization: This work shall include providing bonds, insurance and financing, establishing a field office, preparing the BMP Plan and construction schedule, providing and maintaining sanitary facilities for the workers, and all other related work as required by the Contract Documents. It shall also include work to demobilize from the project site including but not limited to site cleanup, removal of USA Markings and providing any required documentation as noted in these Special Provisions. No cleaning of the portable sanitary facilities can be performed at the jobsite or within a populated area. In other words, the filled portable sanitary facilities shall be replaced with cleaned units brought onto the job site. • Staffing requirements: The Contractor shall provide adequate staffing for the project showing a significant onsite presence. At a minimum this equates to providing an experienced 100-perecent allocated superintendent, 100 percent project engineer/project administrator, and 50 percent allocated project manager. • Surveying Services: This work shall include the cost of construction staking, final grades, all horizontal alignment, as -built field notes, replacing and filing Corner Records, and other survey items as required to complete the work in place. • Abatement/Demo of existing building: This work shall include all of the costs needed to remove and dispose of all of the existing improvements that need to be removed such as Existing building, below pipes, and other interfering items in order to space for the new improvements described in the Contract Documents. Since the Work adjoins private properties, the Contractor shall not deploy construction methods that cause excess vibrations and/or damage to the neighbors. At no additional cost to the City, the Engineer may direct the Contractor to change the construction means -and -methods if the City received concerns from the neighbors on the level of ground/building vibrations caused by the construction activities. Page 26 of 33 The cost of all site and below grade preparation work required by the various Reports in the Contract Documents prior to constructing the improvements described in the Contract Documents shall be made a part of the price bid. • Utilities Coordination: This work shall include all of the costs needed to complete the work listed under Section 5-4 of these Special Provisions and Architect's Technical Specifications. • Project Site Maintenance: This work shall include all of the costs needed to complete the work listed under Section 7-8 of these Special Provisions and Architect's Technical Specifications. • Field Office: This work shall include all of the costs needed to provide CM field office for the duration of the Work. It shall be complete with temperature controls, a copy machine, chairs, tables, lighting, internet, windows as described in Section 8 in the special provisions. • Construct New Improvements: This work shall include all of the costs needed to provide, install, furnish, and construct, all of the new improvements and items described int eh Contract Documents complete and in place, including contractor design/build fire alarms and sprinkler systems; addressing all deferred submittals and Building Division permit requirements. The building shall be delivered to the City fully functional, less the U.S. Digital (alerting system) that will be installed by others. The cost of all required building tests for water tightness and as required by the Building Permits; HVAC system balancing; first tank of fuel for the backup generator upon successful testing, and attic stock per the Architect's Technical Specifications shall be made as a part of the price bid. • Third Party Installation Coordination: This work shall include all of the costs needed for the contractor to coordinate and cooperate with the third -party crews for installing U.S. Digital (alerting system), IT, cable services, PW Traffic Division, etc. inside the building. The cost of temporary stopping of work as needed to accommodate these installations shall have been made a part of the bid. • Furniture and FF+E: The Contractor shall fully include in their bid all cost topurchase, procurement, delivery, and installation all FFE listed in the schedule on the approved plans a specifications.. Item No. 2 90-Day Plant Establishment and Maintenance Period: Work under this Item shall include the cost of all labor, equipment and materials including, but not limited to, manpower, fertilizers, irrigation system inspection and operation, plant materials, supervision and all other items necessary to establish and maintain the landscaping for the entire period. Item No. 3 Provide As -Built Plans and Close-out Documents: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for all actions necessary to provide as -built drawings and closeout documents. These Page 27 of 33 drawings must be kept up to date and submitted to the Engineer for review prior to request for monthly payments. An amount of $10,000.00 is determined for this bid item. The intent of this pre-set amount is to emphasize to the Contractor the importance of as -build drawings. 9-3.2 Partial and Final Payment. From each progress payment, five (5) percent will be retained by the City, and the remainder less the amount of all previous payments will be paid. Partial payments for mobilization and traffic control shall be made in accordance with Section 10264 of the California Public Contract Code. PART 2 - CONSTRUCTION MATERIALS SECTION 200 — ROCK MATERIALS 200-2 UNTREATED BASE MATERIALS 200-2.1 General Crushed Miscellaneous Base (CMB) shall be used as the untreated base material. SECTION 201 - CONCRETE, MORTAR, AND RELATED MATERIALS 201-1 PORTLAND CEMENT CONCRETE 201-1.1 Requirements 201-1.1.2 Concrete Specified by Class and Alternate Class Portland cement concrete shall be Class 560-C-3250 unless shown otherwise on the plans. 201-2 REINFORCEMENT FOR CONCRETE 201-2.2 Steel Reinforcement 201-2.2.1 Reinforcing Steel Reinforcing steel shall be Grade 60 steel conforming to ASTM A 615 with 2-inch minimum cover unless shown otherwise on the plans. SECTION 203 — BITUMINOUS MATERIALS 203-6 ASPHALT CONCRETE 203-6.4 Asphalt Concrete Mixtures Page 28 of 33 203-6.4.3 Composition of Grading Add to this Section: "Asphalt Concrete shall be C2 64-10." 203-6 ASPHALT CONCRETE SECTION 214 — TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS 214-4 PAINT FOR STRIPING AND MARKINGS 214-4.1 General Temporary striping shall be Rapid Dry paint. Final striping shall be reflectorized thermoplastic. 214-6 PAVEMENT MARKERS All pavement markers shall comply with Section 85 of the State of California Standard Specifications. 214-6.3 Non -Reflective Pavement Markers 214-6.3.1 General All new non -reflective pavement markers Types A and AY shall be ceramic. 214-6.4 Retroreflective Pavement Markers 214-6.4.1 General All retroreflective pavement markers shall be 3M Series 290 with glass -covered faces, or approved equal. ADD: SECTION 215 - TRAFFIC SIGNS Signs shall be standard size per the California MUTCD unless otherwise shown. Retroreflective sheeting shall be Type 4 or greater. Sign shall be made of aluminum (0.08 inch thickness). New sign posts shall be 14 gauge 2 inch square (OD) unistrut installed into a 12 gauge 2 '/4 inch unistrut (OD) base. Sign mounting hardware and brackets shall be stainless steel. Unless otherwise specified, mounting hardware shall be 5/16"-18. PART 3 - CONSTRUCTION METHODS Page 29 of 33 SECTION 300 - EARTHWORK 300-1 CLEARING AND GRUBBING 300-1.3 Removal and Disposal of Materials Removal and disposal of material shall be done by City approved licensed and Franchised Commercial Solid Waste Haulers. A current list of approved haulers can be found on the City's website at: http://newportbeachca.gov/index.aspx?page=157 and then selecting the link for Franchised Haulers List. 300-1.3.1 General The Contractor shall maintain the job site in a clean and safe condition. The Contractor shall remove any broken concrete, debris or other deleterious material from the job site at the end of each workday or as directed by the Engineer. All areas of roadway removal and replacement shall have a minimum trench width of 3-feet to facilitate maximum compaction. Contractor shall meet with the Engineer to mark out the areas of roadway removal and replacement. Non -reinforced concrete and asphalt wastes generated from the job site shall be disposed of at a facility that crushes such materials for reuse. Excess soil and other recyclable solid wastes shall not be disposed of at a sanitary landfill. The Contractor shall maintain monthly tonnage records of total solid wastes generated and solid wastes disposed of at a sanitary landfill. The Contractor shall report said tonnage monthly to the Engineer and provide appropriate confirmation documentation from the recycling facility. All material disposal manifests shall be provided to the Engineer prior to release of final retention. The Contractor shall dispose of all excess or waste material and shall include all fees for such disposal in the appropriate bid items. SECTION 302 - ROADWAY SURFACING 302-6 PORTLAND CEMENT CONCRETE PAVEMENT 302-6.7 Traffic and Use Provisions The Contractor shall not allow vehicular traffic on new concrete until the concrete has attained a minimum compressive strength of 3000 psi. High early strength concrete may be attained to meet the time constraints by the use of additional portland cement or chemical admixtures in accordance with Section 201-1 and with prior approval of the Engineer. The cost of high early strength concrete shall be included in the unit prices for all concrete bid items. Page 30 of 33 PART 6 - TEMPORARY TRAFFIC CONTROL SECTION 600 -ACCESS 600-1 GENERAL Ten (10) working days prior to starting work, the Contractor shall distribute construction notices to residents within 500 feet of the project, describing the project and indicating the limits of construction. The City will provide the notices. Forty-eight (48) hours prior to the start of construction, the Contractor shall distribute to the residents a second written notice prepared by the City clearly indicating specific dates in the space provided on the notices when construction operations will start for each block or street. An interruption of work at any location in excess of 14 calendar days shall require re -notification. The Contractor shall insert the applicable dates and times at the time the notices are distributed. The written notices will be prepared by the City, but shall be completed and distributed by the Contractor. Errors in distribution, false starts, acts of God, strikes or other alterations of the schedule will require Contractor re -notification using an explanatory letter furnished by the City. 600-2 VEHICULAR ACCESS The Contractor shall install and maintain in place "NO PARKING -TOW AWAY" signs (even if streets have posted "NO PARKING" signs) which shall be posted at least forty- eight hours in advance of the need for enforcement. The signs will be provided by the City at no cost to the Contractor. However, the City reserves the right to charge $2.00 per sign following any excessive abuse or wastage of the signs by the Contractor. In addition, it shall be the Contractor's responsibility to notify the City's Police Department at (949) 644-3717 for verification of posting at least forty-eight hours in advance of the need for enforcement. City "Temporary Tow -Away, No Parking" signs are available at the Public Works Department public counter. The Contractor shall print the hours and dates of parking restriction on the "NO PARKING -TOW AWAY" sign in 2-inch high non -erase letters and numbers. A sample of the completed sign shall be reviewed and approved by the Engineer prior to posting. 600-3 PEDESTRIAN ACCESS Pedestrian access to all storefronts, offices, residences, etc., within the limits of work must be maintained at all times. The Contractor shall cooperate with the Engineer to provide advance notice to any and all establishments whose access will be impacted by construction operations, particularly sidewalk construction. SECTION 601 — WORK AREA TRAFFIC CONTROL Page 31 of 33 601-1 GENERAL The Contractor shall furnish and install signage, barricades, delineators, yellow safety ribbons, and any other measures deemed necessary by the Engineer to safely direct the public around areas of construction, and into and out of the affected establishments. 601-2 TRAFFIC CONTROL PLAN (TCP) The Contractor shall provide traffic control and access in accordance with Section 7-10 of the Standard Specifications and the WORK AREA TRAFFIC CONTROL HANDBOOK (W.A.T.C.H.), Latest Edition. Traffic control and detours shall incorporate the following items: 1. Emergency vehicle access shall be maintained at all times. 2. The locations and wordings of all barricades, signs, delineators, lights, warning devices, parking restrictions, and any other required details shall ensure that all pedestrian and vehicular traffic will be handled in a safe manner with a minimum of inconvenience to the public. 3. All advanced warning sign installations shall be reflectorized and/or lighted. 4. The Contractor shall accommodate the City's trash collection. If the Contractor elects to work on a street or alley during its trash collection day, it shall be the Contractor's responsibility to make alternative trash collection arrangements by contacting the City's Refuse Superintendent, at (949) 718- 3466 and all affected property owners. 5. At a minimum, the Contractor shall maintain one lane of traffic in each direction at all times when completing the work. 6. Sidewalk closures in residential areas, or as determined by the City, shall be set with barricades and SIDEWALK CLOSED signs on barricades at the closure. 7. Bike lane closures shall have BIKE LANE CLOSED AHEAD, BIKE LANE CLOSED, and SHARE THE ROAD/BICYCLE WARNING (combination) signs mounted on barricades in order on the approach and at the closure. Page 32 of 33 The Contractor shall fully comply with the following ARCHITECT'S TECHNICAL SPECIFICATIONS which augments, but are not referenced to, sections of the Standard Specifications for Public Works Construction. Page 33 of 33 OS Cl) Ci cs OC ro 0 E E E S—Z Ln c en LO r-11 OS LL cc LO 0 m ca cc IW LL ray iD Glil 45 CD LL cfi cn z ro Lu t JOHN WAYNE AIRPORT O ' � P CITY OF �P 4UPPERcc�l COSTA MESA ¢ �F NEWPORT ¢o > BAY _off 5P /� m F ) JgTy ST4 E/ gy m N c9 CITY A IRVINE D U UWVERSITY 17TH ST a ST BISON AVE 15TH ST a P JQ`�o 4��5 QS�F �� FORR BONITA CPNXC 23 T o COAST y/Gh� r WEST BALBOA BALRc.4 PACIFIC P� Q NEWPORT CENTER SPN B�1 Q , A 1 ogST J04 O BL'up OCEAN (4 �oe" h/Gy�q 'f/ r OPROJECT LOCATION VICINITY MAP NOT TO SCALE SYMBOL -0- POWER POLE ® SEWER CLEANOUT QS SEWER MANHOLE ® STORM DRAIN MANHOLE x>1 FIRE HYDRANT ® WATER METER ® STREET LIGHT PULL BOX ® TRAFFIC SIGNAL PULL BOX STREET LIGHT 0 WATER VALVE C- GUY WIRE n SURVEY MONUMENT a SIGN 0 VAULT VENT 0 TREE ® IRRIGATION CONTROL VALVE ® CABLE TV PULL BOX CORING LOCATION ® ELECTRICAL MANHOLE DO ELECTRICAL PULL BOX BUILDING - - - - EXISTING CONSTRUCTION PROPERTY LINE — - -- NEW CONSTRUCTION - -�- - CENTERLINE ----5- - SEWER LINE - -W- - WATER LINE - --G- - - GAS LINE E ELECTRICAL LINE TELEPHONE LINE T —CATV— CABLEASION LINE SP— SPRINKLER SYSTEM X-X-X- FENCE r-,--r--rr- BLOCKWALL ABBREVIATIONS (IN ADDITION TO GREENBOOK SEC11ON 1-3.2) AB AGGREGATE BASE AC ASPHALT CONCRETE ACP ASBESTOS CEMENT PIPE ARV AIR RELIEF VALVE BC BEGIN CURVE BCR BEGIN CURVE RETURN BILK BLOCK BVC BEGIN VERTICAL CURVE CAN CABLE TV CF CURB FACE CI CAST IRON i CENTERLINE CNB CITY OF NEWPORT BEACH CL CLASS CUR CLEAR C&G CURB AND GUTTER DWY DRIVEWAY E EAST/ELECTRIC EC END CURVE ECR END CURVE RETURN EG EDGE OF GUTTER EVC END VERTICAL CURVE EXIST EXISTING FIE FLANGED END FG FINISHED GRADE FL FLOW LINE FLG FLANGE FM FORCE MAIN G GAS GB GRADE BREAK GE GROOVED END GV GATE VALVE IP&T IRON PIPE AND TAG LF LINEAR FEET LT LEFT MAX MAXIMUM MIN MINIMUM MJ MECHANICAL JOINT NG NATURAL GROUND N NORTH NTS NOT TO SCALE NO NUMBER OG ORIGINAL GROUND PE PLAIN END PROP PROPOSED PB PULL BOX R RADIUS RCP REINFORCED CONCRETE PIPE RET RETAINING RT RIGHT R/W RIGHT OF WAY S SEWER, SOUTH SCE SOUTHERN CALIFORNIA EDISON SCG SOUTHERN CALIFORNIA GAS SCH SCHEDULE SCO SEWER CLEANOUT SHT SHEET SMH SEWER MANHOLE STA STATION STD STANDARD SF SQUARE FEET SW SIDEWALK SQ SQUARE STL STEEL T TELEPHONE W WEST/WATER W/ WITH BASIS OF BEARINGS: CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG SEE SURVEY BENCHMARK: SEE SURVEY \lI F ORS% PUBLIC WORKS DEPARTMENT APPROVED: I , / LEGEND LEGEND(S) ARE LOCATED ON EACH SHEET EMERGENCY TELEPHONE NUMBERS DAY NIGHT SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 SOUTHERN CALIFORNIA EDISON COMPANY (800) 611-1911 AT&T TELEPHONE COMPANY (800) 332-1321 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT (949) 644-3011 (949) 644-3717 ORANGE COUNTY SANITATION DISTRICT (714) 962-2411 MESA WATER DISTRICT (949) 631-1200 SPECTRUM (833) 949-0036 COX COMMUNICATIONS (844) 780-6054 CROWN CASTLE (888) 632-0931 MCI VERIZON BUSINESS (844) 780-6054 NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY CONTRACT NO. C-8865-1 PROJECT NO. 23F12 DATE: /�- / jg�-�� WEBB, PUBLIC WORKS DIRECTOR DATE: HOULIHAN, P.E., DEPUTY PWD / CITY ENGINEER Q f 0 _ ca' - Hyatt Feyercy Nee•Wr1 Be�_n v =,;�na Est>_ma NEWPORT BEACH ee P az= ©BALBOA FIRE STATION PENNSULA AND LIBRARY BALBOA s_ano LOCATION MAP NOT TO SCALE GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2015 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS, UNLESS NOTED OTHERWISE. 4. P.C.C. SHALL BE CLASS 560-C-3250 UNLESS NOTED OTHERWISE. 5• CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE -VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. CONSTRUCTION NOTES 01 CONSTRUCTION NOTES ARE LOCATED ON EACH SHEET SHEETINDEX 1. SEE SHEET T-2 TITLE SHEET FOR SHEET INDEX APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: �,,\5E0 ARC//T FREY A' * * SEAN LEAN U JEFF BO S MELISSA HARTSON ASTOSMANT CITY ENGINEER OMEFUR, P.E. Die 3 6D: RECTOR RECREATION & FIRE CHIEF LIBRARY SERVICES DIRECTOR REN. 09/30/27 SENIORS VICES �T9reOFCPS-�FODATE: L-2 ! S �- zS DATE: I2_�-1i/ZOZS DATE: TITLE SHEET 110 E BALBOA BLVD CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 8865-1 3 z 0 N U B-4982-S 0-1 SHEET 1 OF 228 FIRE STAT ON ��SED ARC�y T 018 23 REN. 09/30/27 1 AND LIBRARY s�gTF OF CAUF()��P coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 10 E BALBOA BLVD.. NEWPORT BEACH., CA 92661 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com LOCATION MAP I VICINITY MAP 4 AJ o° Environmental Nature Center 0 9 1 Castaways. Park Hyatt- - g r�cy� Newpop , Be ch Balboa Bay Res(o) 1 c "110 L Lida Isle ' fi Stu *tiny Hk BALBOA NEWPORT BEACH PENINSULA FIRE STATION 9 P, AND LIBRARY. t Cor-ona del Mar [high School Bark. -N-e poq R� Fashion Island 1 Beach OUnt LIB CorpDrat Plaza BALBOA ISLAND} Park.Ave Balboa Pier ti Balboa Beach Corona Del Mar Mate Beach Park a PROJECT DATA PROJECT ADDRESS: 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 ASSESSOR'S PARCEL NO. 048-072-24 OWNER: CITY OF NEWPORT BEACH 100 CIVIC CENTER DRIVE NEWPORT BEACH, CA 92660 (949) 644-3200 GOVERNING AGENCY: CITY OF NEWPORT BEACH 100 CIVIC CENTER DRIVE NEWPORT BEACH, CA 92660 (949) 644-3200 GOVERNING CODES: 2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA FIRE CODE 2022 CALIFORNIA ENERGY CODE NEWPORT BEACH MUNICIPAL CODE SCOPE OF WORK: DEMOLITION OF EXISTING 2-STORY FIRE STATION AND LIBRARY. NEW 2-STORY FIRE STATION AND LIBRARY BUILDING ZONING DISTRICT: PF - PUBLIC FACILITIES OCCUPANCY MIXED USE: A-3, B, R-2, S-2 GROUP: CONSTRUCTION TYPE: V-B ALLOWABLE BLDG AREA: A-3 24,000 S.F. B 36,000 S.F. R-2 28,000 S.F. S-2 54,000 S.F. ACTUAL BLDG AREA: FIRST FLOOR 5,639 S.F. SECOND FLOOR 1,381 S.F. TOTAL BUILDING AREA (N.S.F.) 7,020 S.F. ACTUAL AREA: A-3 ACTUAL: 3,179 S.F. B ACTUAL: 725 S.F. R-2 ACTUAL: 2,141 S.F. S-2 ACTUAL: 2,486 S.F. SITE AREA: 26,115 S.F. (0.60 ACRES) FLOOR AREA RATIO: 8,531 G.S.F / 26,115 S.F. 0.33 FAR NUMBER OF STORIES: 2 MAX BUILDING HEIGHT: ALLOWABLE (ZONING CODE): 33-6" [PER RESOLUTION NO. 2024 - 72] ALLOWABLE (BUILDING CODE): 60'-0" [CBC T 504.3] PROPOSED: 30'- 1 1" PARKING: PARKING PUBLIC: NO REQUIREMENT REQUIRED: PARKING PROVIDED: ACCESSIBLE PARKING SPACES: 1 EV ACCESSIBLE PARKING SPACES: 1 PUBLIC STANDARD PARKING SPACES: 8 PARKING: EV- READY STANDARD PARKING SPACES: 3 STANDARD PARKING SPACES (PRIVATE): 3 TOTAL: 16 SEPARATE PERMITS THE FOLLOWING ITEMS REQUIRE SEPARATE PERMITS, WHICH MAY BE ISSUED AT THE SAME TIME AS THE BUILDING PERMIT FOR THE FIRE STATION/LIBRARY. 1. DETACHED TRASH ENCLOSURE, 200 SF. (PERMIT # U2025-0593) 2. CMU SITE WALL, 6-0" TALL X 82 LF (PERMIT # U2025-0594) 3. FLAGPOLE 30'-0" TALL (PERMIT # U2025-0595) 4. EMERGENCY GENERATOR 5. STOREFRONT, CURTAIN WALL, GLAZING AND SKYLIGHT SYSTEMS 6. FIRE SPRINKLERS 7. APPARATUS BAY (4) FOLD SYSTEMS LEGAL DESCRIPTION LOTS 1, 2 AND 3 IN BLOCK 2, LOTS 1 1 AND 12 IN BLOCK 1, AND THE EASTERLY 30 FEET LOT 1 IN BLOCK 3, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, ALL IN EAST NEWPORT AS PER MAP ON FILE IN BOOK 3, PAGE 37 OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA. TOGETHER WITH THAT VACATED PORTION OF 1ST STREET AND ALLEY, TITLE TO WHICH WOULD PASS BY THE CONVEYANCE DESCRIBING SAID LOTS AS RECORDED IN RESOLUTION NO. 577, RECORDED FEBRUARY 24, 1931 IN BOOK 360, PAGE 130, RESOLUTION NO. 354, RECORDED FEBRUARY 3, 1931 IN BOOK 458, PAGE 136, RESOLUTION NO. 577, ALSO RECORDED APRIL 10, 1931, IN BOOK 476, PAGE 4 PROJECT: AND RESOLUTION NO 5312, RECORDED SEPTEMBER 29, 1960 IN BOOK 5440, PAGE 45, ALL OF OFFICIAL RECORDS. CITY OF NEWPORT BEACH PARCEL: 048-072-02 & 048-072-24 NEWPORT BEACH FIRE DEFERRED SUBMITTALS STATION NO.1 & LIBRARY 110 E BALBOA BLVD 1. THIS PROJECT IS TO BE PROTECTED THROUGHOUT BY AN APPROVED AUTOMATIC FIRE NEWPORT BEACH, CA 92661 SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903 OF THE CA FIRE CODE (NFPA 13). INCLUDING SEISMIC BRACING AND HANGERS FOR PIPING 2-1/2" OR GREATER. TO BE PREPARED AND STAMPED BY A CALIFORNIA LICENSED MECHANICAL ENGINEER. CITY CONTRACT NO. C-8865-1 2. FIRE ALARMS 3. UNDERGROUND FIRE LINE 4. PLYMOVENT SYSTEM 5. EV CHARGING STATIONS EWPO ��• 6. EXTERIOR STOREFRONT GLASS AND GLAZING SYSTEMS: INCLUDE ATTACHMENTS TO STRUCTURE O<C �C1 7. EMERGENCY RESPONDER RADIO COMMUNICATION SYSTEM i- y 8. APPARATUS BAY (4) FOLD SYSTEMS: INCLUDE ATTACHMENTS TO STRUCTURE AND CONFORMANCE TO MAXIMUM ANTICIPATED STORY DRIFT PER A/S0.1 V �, NOTE: - PLANS FOR THE DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED IN A TIMELY MANNER THAT ALLOWS A MINIMUM OF 30 WORKING DAYS FOR INITIAL PLAN REVIEW. ALL COMMENTS RELATED TO THE DEFERRED SUBMITTAL MUST BE ADDRESSED TO THE SATISFACTION OF THE PLAN CHECK DIVISION PRIOR TO APPROVAL OF THE SUBMITTAL ITEMS. - DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT OR ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL FOR PLAN CHECK OR APPROVAL BY THE CITY. NOTE: A REGISTERED CALIFORNIA ARCHITECT, CIVIL OR STRUCTURAL ENGINEER SHALL OBSERVE THE WORK OF CONSTRUCTION AND SUBMIT AFFIDAVITS ATTESTING TO THE COMPLIANCE OF THE CONSTRUCTION WITH THE APPROVED CONTRACT DOCUMENTS. NOTE: DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE" (DPRC) FOR THE PROJECT ON THE FIRST SHEET OF THE PLANS. THE DPRC IS RESPONSIBLE FOR REVIEWING AND COORDINATING ALL SUBMITTAL DOCUMENTS PREPARED BY OTHERS, FOR COMPATIBILITY WITH THE BUILDING DESIGN. (CBC 107. .4 & BMC 15.02.010) JEFF KATZ z____-.. DPRC NAME DPRC NAME PROJECT TEAM ARCHITECTURE COAR DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 San Diego, CA 92123 (619) 698-9177 Contact: Jeff Katz, AIA jeff@coargroup.com CIVIL DELANE ENGINEERING 2812 SANTA MONICA BLVD., SUITE 206 Santa Monica, CA 90404 (310) 299-7857 Contact: Doren Poon dpoon@delanegroup.com STRUCTURAL ZFA STRUCTURAL ENGINEERS 1212 FOURTH STREET, SUITE Z Santa Rosa, CA 95404 (707) 526-0992 Contact: Luke Wilson lukew@zfa.com MECHANICAL MCPARLANE ENGINEERS 4830 VIEWRIDGE AVENUE, SUITE A San Diego, CA 92123 (619) 277-9721 Contact: Doug Isaaks, P.E. disaaks@mcparlane.com PLUMBING MCPARLANE ENGINEERS 4830 VIEWRIDGE AVENUE, SUITE A San Diego, CA 92123 (619) 277-9721 Contact: Doug Isaaks, P.E. disaaks@mcparlane.com ELECTRICAL ELEN CONSULTING 5473 KEARNY VILLA RD. SUITE 200 San Diego, CA 92123 (619) 550-1085 Contact: Robert Morris rmorris@elenconsulting.com LANDSCAPE PARTERRE 1221 HAYES AVE. San Diego, CA 92103 (619) 296-3713 Contact: Patrick O'Connor patparterre@cox.net GEOTECHNICAL ENGINEER C�t1F0RN% DESCRIPTION BID SET PROJECT NUMBER: 230101 DATE: 12/15/25 SHEET TITLE: TITLE SHEET SHEET NUMBER: GEOCON WEST, INC. 2807 MCGAW AVENUE Irvine, CA 92614 (949) 491-6570 Tml Contact: Jelisa Adams jelisa@geoconinc.com ABBREVIATIONS GENERAL NOTES FIRE NOTES SHEET INDEX S�_o AROy� No. Description No. Description � & AND I.D. INSIDE DIAMETER 1. DIMENSIONS SHOWN ON THE FLOOR PLANS, SECTIONS AND DETAILS ARE TO FACE OF STUDS, COLUMN 1. AT LEAST ONE PORTABLE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 2A10BC SHALL BE L ANGLE INSUL. INSULATION GRID LINES AND FACE OF CONCRETE AND BLOCK WALLS, UNLESS OTHERWISE NOTED OR SHOWN. PROVIDED WITHIN 75MAXIMUM TRAVEL DISTANCE FOR EACH 3,000 SQUARE FEET OR PORTION @ AT INT. INTERIOR THEREOF ON EACH FLOOR (CFC 906, UFC STANDARD 10-1, TITLE 19, SECT. 3.29). SEE PLANS T-0 TITLE SHEET A7.10 CASEWORK DETAILS 018 23 REN. 09/30/27 Q_ CENTERLINE IRRIG. IRRIGATION 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE PROCEEDING WITH FOR LOCATIONS. T-1 TITLE SHEET A7.11 CASEWORK DETAILS P s��TF (P DIAMETER OR ROUND JT. JOINT CONSTRUCTION. T-2 TITLE SHEET A7.12 SIGNAGE DETAILS O # POUND OR NUMBER LAM. LAMINATED 2. AT LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 4A2OBC SHALL BE PROVIDED T-3 CODE SUMMARY A7.13 FIRESTOPPING DETAILS OF CAb- ACOUS. ACOUSTICAL LAV. LAVATORY 3. ALL ITEMS ARE BASE BID UNLESS OTHERWISE NOTED OR SPECIFIED. OUTSIDE OF EACH MECHANICAL, ELECTRICAL OR BOILER ROOM. (CFC 906, UFC STANDARD 10-1, T-4 ACCESSIBILITY DETAILS A7.14 DETAILS A.D. AREA DRAIN MAX. MAXIMUM TITLE 19, SECT. 3.29). SEE PLANS FOR LOCATIONS. ADJ. ADJUSTABLE M.C. MEDICINE CABINET 4. ALL DRAIN LINES WITHIN WALLS ARE TO BE WRAPPED IN SOUND INSULATION BATTS. T-5 ACCESSIBILITY DETAILS A7.15 DETAILS AGGR. AGGREGATE MECH. MECHANICAL 3. COMPLETE PLANS AND SPECIFICATIONS FOR FIRE -EXTINGUISHING SYSTEMS, INCLUDING T-6 ACCESSIBILITY DETAILS ALUM. ALUMINUM MET. METAL 5. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL AUTOMATIC SPRINKLERS AND WET AND DRY STANDPIPES, HALON SYSTEMS AND OTHER T-7 SIGNAGE ACCESSIBILITY DETAILS S0.1 GENERAL NOTES AND SPECIFICATIONS APPROX. APPROXIMATE MFR. MANUFACTURER KNOWLEDGE. SPECIAL TYPES OF AUTOMATIC FIRE -EXTINGUISHING SYSTEMS, BASEMENT PIPE INLETS, AND T-8 SITE ACCESSIBILITY DETAILS S0.2 GENERAL NOTES AND SPECIFICATIONS cDar ARCH. ARCHITECTURAL MIN. MINIMUM OTHER FIRE -PROTECTION SYSTEMS AND APPURTENANCES THERETO SHALL BE SUBMITTED BY T-9 CALGREEN COMPLIANCE S1.1 TYPICAL CONCRETE DETAILS ASPH. ASPHALT MISC MISCELLANEOUS 6. CONTRACTOR SHALL PROVIDE ACCESS PANELS REQUIRED BY THE PLUMBING, AIR CONDITIONING AND THE CONTRACTOR TO FIRE AND LIFE SAFETY FOR REVIEW AND APPROVAL PRIOR TO BD. BOARD M.O. MASONRY OPENING OTHER INSTALLERS, AS REQUIRED BY CODE. ANY ACCESS PANEL IN A FIRE RATED WALL OR CEILING INSTALLATION. (CFC 901.2) T-10 CALGREEN COMPLIANCE S1.2 TYPICAL MAT SLAB FOUNDATION DETAILS DESIGN GROUP BITUM. BITUMINOUS MTD. MOUNTED SHALL HAVE THE SAME FIRE RATING AS THE WALL OR CEILING IN WHICH THEY OCCUR. T-11 CALGREEN COMPLIANCE S1.3 TYPICAL WOOD DETAILS BLDG. BUILDING NO. NORTH 4. FIRE -EXTINGUISHING SYSTEMS SHALL BE INSTALLED BY THE CONTRACTOR IN ACCORDANCE T-12 FIRE EXHIBIT S1.4 TYPICAL WOOD DETAILS 9640 GRANITE RIDGE DR, SUITE 130 BLK. BLOCK N.I.C. NOT IN CONTRACT 7. STRUCTURAL AND FIRE RESISTIVE INTEGRITY SHALL BE MAINTAINED AT PENETRATIONS FOR WITH CBC 903. T-13 FIRE EXHIBIT S2.1 FOUNDATION PLAN SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com BLKG. BLOCKING N.T.S. NOT TO SCALE MECHANICAL, PLUMBING, ELECTRICAL, AND COMMUNICATIONS PIPE, DUCT AND CONDUIT AS INDICATED. T-14 APPROVAL EXHIBITS S2.2 2ND FLOOR AND LOWER ROOF FRAMING PLAN BM. BEAM O.A. OVERALL 5. ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEMS AND S2.3 ROOF FRAMING PLAN BOT. BOTTOM O.C. ON CENTER 8. PROVIDE FIRE BLOCKING AT FLOOR, CEILING AND MID HEIGHT OF WALLS OVER 10'-0". WATER -FLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE ELECTRICALLY MONITORED CAB. CABINET O.D. OUTSIDE DIAMETER WHERE THE NUMBER OF SPRINKLERS IS 100 OR MORE. (CBC 904.3.1, CFC 903.4) C1.0 GENERAL CIVIL NOTES S2.4 ENLARGED FLOOR PLANS C.B. CATCH BASIN OPNG. OPENING 9. STUCCO, PLASTER AND GYPSUM BOARD SHALL TERMINATE WITH A "J" MOLDING WHERE THE EDGE IS C1.1 GENERAL CIVIL NOTES S3.1 SCHEMATIC STEEL FRAMING ELEVATIONS CEM. CEMENT OPP. OPPOSITE EXPOSED UNLESS NOTED OR SPECIFIED OTHERWISE. 6. COMPLETE PLANS AND SPECIFICATIONS FOR FIRE ALARM SYSTEMS INCLUDING AUTOMATIC C1.2 DETAILS S3.2 SCHEMATIC FRAMING ELEVATIONS CER. CERAMIC PC. PRE -CAST SPRINKLERS SHALL BE SUBMITTED BY THE CONTRACTOR TO THE FIRE MARSHAL FOR REVIEW C1.3 DETAILS S3.3 SCHEMATIC FRAMING ELEVATIONS C.I. CAST-IRON PL. PLATE 10. A FLOOR OR LANDING NOT MORE THE 1/4" BELOW THE THRESHOLD IS REQUIRED AT EACH SIDE OF AN AND APPROVAL PRIOR TO INSTALLATION. (CFC 1001.3) C1.4 DETAILS S3.4 SCHEMATIC FRAMING ELEVATIONS CJ CONTROL JOINT P.LAM. PLASTIC LAMINATE EXIT DOOR. CLG. CEILING PLAS. PLASTER 7. INSTALLATION OF FIRE ALARM SYSTEMS SHALL BE IN ACCORDANCE WITH CFC 907. C1.5 DETAILS S3.5 SCHEMATIC FRAMING ELEVATIONS CLKG. CAULKING PLYWD PLYWOOD 11. BRAND OR TRADE NAME, SUBSTITUTIONS OF "EQUALS": REQUESTS FOR SUBSTITUTIONS OF AN ITEM AS C1.6 EXISTING CONDITIONS PLAN S3.6 SCHEMATIC 3D VIEWS CLO. CLOSET PR. PAIR AN "EQUAL" TO ANY ITEM INDICATED OR SPECIFIED MUST BE INCLUDED AS A PART OF THE 8. AN APPROVED AUDIBLE SPRINKLER FLOW ALARM SHALL BE PROVIDED ON THE EXTERIOR OF C2.1 ROUGH GRADING AND STORM DRAIN PLAN S4.1 FOUNDATION DETAILS CLR. CLEAR PT. POINT CONTRACTOR'S BID PROPOSAL, AS SPECIFIED IN THE GENERAL CONDITIONS. THE BUILDING IN AN APPROVED LOCATION. AN APPROVED AUDIBLE SPRINKLER FLOW ALARM C2.2 PRECISE GRADING AND PAVING PLAN S5.1 STEEL FRAMING DETAILS COL. COLUMN P.T.DISP. PAPER TOWEL DISPENSER TO ALERT THE OCCUPANTS SHALL BE PROVIDED IN THE INTERIOR OF THE BUILDING IN A C2.3 SECTIONS S5.2 STEEL FRAMING DETAILS CONC. CONCRETE RECP. RECEPTACLE 12. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER GRAPHIC SCALE. DO NOT SCALE DRAWINGS. NORMALLY OCCUPIED LOCATION. C3.1 LID PLAN S5.3 YIELD LINK GENERAL NOTES CONN. CONNECTION RAID. RADIUS CONSTR. CONSTRUCTION R.D. ROOF DRAIN 13. IT SHOULD BE NOTED THAT WHILE EXISTING UTILITY DRAWINGS ARE AVAILABLE, THERE IS NO 9. ANY TIME A BUILDING IS OCCUPIED THE MEANS OF EGRESS SHALL BE ILLUMINATED AT AN C3.2 LID DETAILS S5.4 YIELD LINK FRAMING DETAILS CONT. CONTINUOUS REF. REFERENCE ASSURANCE THAT ALL UTILITIES ARE SHOWN. THE CONTRACTOR SHALL PROCEED WITH CAUTION TO INTENSITY OF NOT LESS THEN 1 FOOT-CANDLE AT THE FLOOR LEVEL. C4.1 SEWER AND DOMESTIC WATER PLAN S6.1 WOOD DETAILS CORR. CORRIDOR REFR. REFRIGERATOR INSURE THAT ALL UTILITIES ENCOUNTERED, WHETHER OR NOT OF RECORD, SHALL BE PROTECTED C4.2 UTILITY DETAILS S6.2 WOOD DETAILS CTSK. COUNTERSUNK REINF. REINFORCED FROM DAMAGE. THE CONTRACTOR SHALL ALSO TAKE PRECAUTIONS NECESSARY TO PROTECT HIMSELF 10. EGRESS ILLUMINATION REQUIRES A SOURCE OF EMERGENCY POWER WHEN THE OCCUPANT C4.3 UTILITY DETAILS S6.3 WOOD DETAILS C.T. CERAMIC TILE REQ. REQUIRED AND ALL EMPLOYEES FROM INJURY WHICH MAY BE CAUSED BY CONTACT WITH UTILITY SERVICES. LOAD IS 100 OR MORE. C5.1 HORIZONTAL CONTROL PLAN S6.4 WOOD DETAILS DBL. DOUBLE RM. ROOM DET DETAIL R.O. ROUGH OPENING 14. GYPSUM BOARD FOR FIRE RATED ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH CBC C6.1 EROSION CONTROL DETAILS S6.5 WOOD DETAILS DIA. DIAMETER IRS. RE -SAWN CHAPTER 7. C6.2 EROSION CONTROL DETAILS S7.1 STEEL STAIR DETAILS DIM. DIMENSION RWD. REDWOOD C7.1 SUMP PUMP DETAILS PROJECT: DISP. DISPENSER R.W.L. RAIN WATER LEADER 15. DOOR HARDWARE SHALL BE LEVER TYPE. C7.2 SUMP PUMP DETAILS M0.1 MECHANICAL NOTES LEGENDS AND SCHEDULES DN. DOWN S0. SOUTH C8.1 RIGHT OF WAY IMPROVEMENT PLAN M0.2 MECHANICAL SCHEDULES DWR. DRAWER S.C. SOLID CORE 16. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND 5 C8.2 RIGHT OF WAY DETAILS M0.3 MECHANICAL SCHEDULES CITY OF NEWPORT BEACH IDS. DOWNSPOUT S.C.DISP. SEAT COVER DISPENSER POUNDS FOR INTERIOR DOORS. D.S.P. DRY STANDPIPE SCHD. SCHEDULE C8.3 RIGHT OF WAY DETAILS M0.4 MECHANICAL SCHEDULES DWG. DRAWING S.DISP. SOAP DISPENSER 17. FIRE DAMPER ASSEMBLIES, INCLUDING SLEEVES AND INSTALLATION PROCEDURES SHALL BE APPROVED C8.4 RIGHT OF WAY DETAILS M1.1 MECHANICAL DUCTWORK PLAN FIRST FLOOR - OVERALL NEWPORT BEACH FIRE E. EAST SECT. SECTION BY THE BUILDING INSPECTOR PRIOR TO INSTALLATION. C9.0 GEOTECHNICAL RECOMMENDATIONS M1.1A MECHANICAL DUCTWORK PLAN FIRST FLOOR - FIRE STATION STATION NO. 1 & LIBRARY EA. EACH SH. SHELF OR SHEET C9.1 GEOTECHNICAL RECOMMENDATIONS M1.1 B MECHANICAL DUCTWORK PLAN FIRST FLOOR - LIBRARY E.J. EXPANSION JOINT SHR. SHOWER 18. INTERIOR FINISHES SHALL COMPLY WITH THE PROVISIONS OF CBC CHAPTER 8. C9.2 GEOTECHNICAL RECOMMENDATIONS M1.2 MECHANICAL DUCTWORK PLAN SECOND FLOOR 110 E BALBOA BLVD ELE. ELEVATION SIM SIMILAR ELEC. ELECTRICAL SPEC. SPECIFICATION 19. ALL DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION. C9.3 GEOTECHNICAL RECOMMENDATIONS M1.3 MECHANICAL DUCTWORK PLAN ROOF NEWPORT BEACH, CA 92661 ELEV. ELEVATION SQ. SQUARE TOPOGRAPHIC SURVEY M2.1 MECHANICAL PIPING PLAN FIRST FLOOR EMER. EMERGENCY ST.STL. STAINLESS STEEL 20. ALL REQUIRED PERMITS MUST BE OBTAINED FROM FIRE PLAN CHECK BEFORE BUILDING IS OCCUPIED. M2.2 MECHANICAL PIPING PLAN SECOND FLOOR CITY CONTRACT NO. C-8865-1 ENCL. ENCLOSURE STA. STATION LT.0 LANDSCAPE TITLE SHEET M2.3 MECHANICAL PIPING PLAN ROOF EQ. EQUAL STD. STANDARD 21. BUILDING NUMBERS SHALL BE EASILY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE L1.0 IRRIGATION PLAN M3.1 MECHANICAL ZONING PLAN FIRST FLOOR EQPT. EXST. EQUIPMENT EXISTING STL. STOR. STEEL STORAGE PROPERTY. L1.1 IRRIGATION LEGEND AND NOTES M3.2 MECHANICAL ZONING PLAN SECOND FLOOR �WPO ��` EXPO. EXPOSED STRUC. STRUCTURAL 22. THE CONSTRUCTION, REMODEL, OR DEMOLITION OF A BUILDING SHALL COMPLY WITH THE L1.2 IRRIGATION DETAILS M4.1 MECHANICAL DETAILS EXP. EXPANSION SUSP. SUSPENDED REQUIREMENTS OF THE CITY OF NEWPORT BEACH. L1.3 IRRIGATION DETAILS M4.2 MECHANICAL DETAILS EXT EXTERIOR SYM. SYMMETRICAL L2.0 PLANTING PLAN AND NOTES M4.3 MECHANICAL DETAILS F.A. FIRE ALARM S.M. SHEET METAL 23. THESE PLANS AND ALL WORK SHALL COMPLY WITH THE CALIFORNIA BUILDING STANDARDS CODE FOUND L2.1 PLANTING LEGEND, DETAILS, WATER EFFICIENCY WORKSHEET M4.4 MECHANICAL DETAILS n F.D. FLOOR DRAIN T.C. TOP OF CURB IN THE STATE OF CALIFORNIA TITLE 24 CCR, AS AMENDED AND ADOPTED BY THE CITY OF NEWPORT L2.2 LANDSCAPE DOCUMENTATION PACKAGE CHECKLIST M4.5 MECHANICAL DETAILS Z FDN FOUNDATION TEL. TELEPHONE BEACH. F.E. FIRE EXTINGUISHER TER. TERRAllO M5.1 MECHANICAL DIAGRAMS CABINET TG TEMPERED GLASS 24. CONTRACTOR SHALL COORDINATE ALL TRADES AS REQUIRED TO COMPLETE ALL WORK AO. 1 FIRST FLOOR EGRESS M5.2 MECHANICAL DIAGRAMS F.H.C. FIRE HOSE CABINET T&G TONGUE AND GROOVE INDICATED AND NECESSARYOUGHLY FOR HE PROJECT. A0.2 SECOND FLOOR GRESS PIAN M6.1 TITLE 24 DOCUMENTATION FIN. FINISH THK. THICK A1.1 SITE PLAN - DEMO M6.2 TITLE 24 DOCUMENTATION FL FLOOR T.P. TOP OF PAVEMENT 25. CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES AND SHALL REPAIR OR REPLACE ALL ITEMS A1.2 SITE PLAN M6.3 TITLE 24 DOCUMENTATION FLASH FLASHING T.P.DISP. TOILET PAPER DISPENSER DAMAGED DURING CONSTRUCTION. DESCRIPTION: DATE: FLUOR. FLUORESCENT T.V. TELEVISION A1.3 SITE PLAN FURNITURE PLAN F.O.B. FACE OF BLOCK TYP. TYPICAL 26. EXIT SIGNS MUST BE INTERNALLY ILLUMINATED (UFC SEC. 1212.4 & CBC SEC.1006). A1.4 ENLARGED SITE PLANS AND SITE DETAILS P0.1 PLUMBING NOTES LEGENDS AND SCHEDULES F.O.C. FACE OF CONCRETE T.O. TOP OF SYMBOLS A1.5 ENLARGED SITE PLANS AND SITE DETAILS P0.2 PLUMBING SCHEDULES BID SET 12/15/25 F.O.F. FACE OF FINISH T.O.F. TOP OF FRAMING 27. TWO SEPARATE POWER SUPPLIES SHALL BE PROVIDED FOR EXIT SIGNS PER(CBC SEC. 1006). A1.6 SITE DETAILS P1.0 PLUMBING SITE PLAN F.O.S. FACE OF STUDS T.O.M. TOP OF MASONRY A1.7 FIRE MASTER SITE PLAN P1.1 PLUMBING FIRST FLOOR PLAN F.S. FULL SIZE T.O.P. TOP OF PARAPET 28. THE CONTRACTOR SHALL ENFORCE ALL SAFETY MEASURES. THE CONTRACTOR SHALL DESIGN, A2.1 FIRST FLOOR PLAN P1.2 PLUMBING SECOND FLOOR PLAN FT FOOT OR FEET T.O.S. TOP OF SHEATHING CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND SHALL BE SOLELY FTG. FOOTING U.O.N. UNLESS OTHERWISE NOTED RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH A2.2 SECOND FLOOR PLAN P1.3 PLUMBING ROOF PLAN FURR. FURRING UR URINAL STANDARDS, LAWS AND REGULATION. # GRID A2.3 FIRST FLOOR DIMENSION PLAN P2.1 PLUMBING ENLARGED PLANS F.F.E. FINISHED FLOOR ELEVATION VERT. VERTICAL A2.4 SECOND FLOOR DIMENSION PLAN P2.2 PLUMBING ENLARGED PLANS GA. GAUGE VEST. VESTIBULE 29. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS A2.5 FIRST FLOOR REFLECTED CEILING PLAN P2.3 PLUMBING ENLARGED PLANS GALV. GALVANIZED V.I.F. VERIFY IN FIELD DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS X# A2.6 SECOND FLOOR REFLECTED CEILING PLAN P2.4 PLUMBING ENLARGED PLANS G.B. GRAB BAR V.T.R. PLUMBING VENT THRU ROOF REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. DETAIL GLASS GLASS W WEST AX.X A2.7 ROOF PLAN P3.1 PLUMBING DETAILS GR GRADE W/ WITH THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND / OR BENCHMARKS WHICH A2.8 CURB PLAN P3.2 PLUMBING STORM DRAIN DIAGRAM GYP. GYPSUM W.C. WATER CLOSET 30. WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND A2.9 FIRST FLOOR FURNITURE PLAN P3.3 PLUMBING W&V DIAGRAM - FIRE STATION H.B. HOSE BIB WD. WOOD REPLACED WITH APPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEY OR REGISTERED CIVIL X# BUILDING SECTION A2.10 SECOND FLOOR FURNITURE PLAN P3.4 PLUMBING W&V DIAGRAM - LIBRARY H.C. HOLLOW CORE W/o WITHOUT ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT. AX.X A2.11 FIRST FLOOR FINISH PLAN P3.5 PLUMBING DETAILS HDWD. HARDWOOD WP. WATERPROOF A2.12 SECOND FLOOR FINISH FLOOR PLAN P3.6 PLUMBING WATER DISTRIBUTION DIAGRAM HDW. HARDWARE WPJ WEAKENED PLANE JOINT 31. CONTRACTOR SHALL REPLACE IN KIND ANY TRAFFIC SENSORS DAMAGED DURING CONSTRUCTION. H.M. HOLLOW METAL WSCT WAINSCOT A3.1 EXTERIOR ELEVATIONS HORIZ. HORIZONTAL WT. WEIGHT 32. PENETRATION OF FIRE RESISTIVE WALLS, FLOOR - CEILING ASSEMBLIES AND ROOF - CEILINGS SHALL BE X# INTERIOR ELEVATION A4.1 BUILDING SECTIONS E0.1 ELECTRICAL SYMBOLS AND ABBREVIATIONS H HEIGHT PROTECTED AS REQUIRED IN CBC SECTION 712 AND 713. AX.X A4.2 BUILDING SECTIONS E0.2 SINGLE LINE DIAGRAM A4.3 WALL SECTIONS E0.3 LUMINAIRE SCHEDULES 33. NO HAZARDOUS MATERIALS WILL BE USED OR STORED WITHIN THE BUILDING WHICH EXCEED THE A4.4 WALL SECTIONS E0.4 LUMINAIRE SCHEDULES QUANTITIES SHOWN ON CBC TABLE 5003.1.1. A4.5 WALL SECTIONS E0.5 ELECTRICAL PANEL SCHEDULES 34. WHEN SERVING MORE THAN 100 SPRINKLER HEADS, AUTOMATIC SPRINKLER SYSTEMS SHALL BE X# WALL TYPE A4.6 WALL SECTIONS E0.6 ELECTRICAL PANEL SCHEDULES SUPERVISED BY AN APPROVED CENTRAL PROGRAM OR REMOTE STATION SERVICE OR SHALL BE A4.7 WALL SECTIONS E0.7 ELECTRICAL PANEL SCHEDULES PROVIDED WITH A LOCAL ALARM WHICH WILL GIVE AN AUDIBLE SIGNAL AT A CONSTANTLY ATTENDED A4.8 WALL SECTIONS E1.0 SITE DEMO PLAN LOCATION. A4.9 WALL TYPES E1.1 ELECTRICAL SITE PLAN C X > WINDOW TYPE A4.10 WALL TYPES E1.2 LIGHTING SITE PLAN 35. WORK NOT SPECIFICALLY INDICATED OR SPECIFIED BUT WHICH IS REQUIRED FOR THE COMPLETION OF THE WORK SHALL BE PROVIDED IN THE SAME MANNER AS SIMILAR WORK WHICH IS REQUIRED OR A4.11 WALL TYPES E2.1 LIGHTING FIRST FLOOR PLAN SPECIFIED WITHOUT ADDITIONAL CHARGE. A4.12 WALL TYPES E2.2 LIGHTING SECOND FLOOR PLAN XX STOREFRONT TYPE A4.13 INTERIOR STAIR DETAILS E2.3 POWER FIRST FLOOR PLAN A4.14 EXTERIOR STAIR DETAILS E2.4 POWER SECOND FLOOR PLAN A4.15 EXTERIOR STAIR DETAILS E2.5 SIGNAL FIRST FLOOR PLAN ###X DOOR NUMBER A5.1 FIRE STATION - ENLARGED PLANS & INTERIOR ELEVATIONS E2.6 SIGNAL SECOND FLOOR PLAN A5.2 FIRE STATION - ENLARGED PLANS & INTERIOR ELEVATIONS E2.7 MECHANICAL POWER FIRST FLOOR PLAN A5.3 FIRE STATION - ENLARGED PLANS & INTERIOR ELEVATIONS E2.8 MECHANICAL POWER SECOND FLOOR PLAN ### ROOM NUMBER A5.4 FIRE STATION - ENLARGED PLANS & INTERIOR ELEVATIONS E2.9 POWER ROOF PLAN A5.5 FIRE STATION - ENLARGED PLANS & INTERIOR ELEVATIONS E2.10 ALERTING FIRST FLOOR PLAN A5.6 FIRE STATION - ENLARGED PLANS & INTERIOR ELEVATIONS E2.11 ALERTING SECOND FLOOR PLAN PROJECT NUMBER: ## LOUVER NUMBER A5.7 FIRE STATION & LIBRARY - ENLARGED PLANS & INTERIOR ELEVATIONS E2.12 ENLARGED ELECTRICAL PLANS A5.8 LIBRARY - ENLARGED PLANS & INTERIOR ELEVATIONS E3.1 ELECTRICAL DETAILS 230101 OIL DATUM POINT A5.9 A5.10 LIBRARY - ENLARGED PLANS & INTERIOR ELEVATIONS LIBRARY - ENLARGED PLANS & INTERIOR ELEVATIONS E3.2 E3.3 ELECTRICAL DETAILS ELECTRICAL DETAILS A5.11 LIBRARY - ENLARGED PLANS & INTERIOR ELEVATIONS E3.4 LIGHTING DETAILS SHEET TITLE: A5.12 LIBRARY - ENLARGED PLANS & INTERIOR ELEVATIONS E3.5 LIGHTING DETAILS TITLE SHEET CG CORNER GUARD A6.1 ROOM FINISH & LOUVER SCHEDULE E4.1 LIGHTING SITE PLAN - PHOTOMETRICS A6.2 FINISH SCHEDULE - EXTERIOR & FIRE STATION E4.2 LIGHTING FIRST FLOOR PLAN - PHOTOMETRICS A6.3 FINISH SCHEDULE - LIBRARY E4.3 LIGHTING SECOND FLOOR PLAN - PHOTOMETRICS FE FIRE EXTINGUISHER A6.4 DOOR & GATE SCHEDULE E4.4 LIGHTING FIRST FLOOR PLAN - EM PHOTOMETRICS A6.5 WINDOW & STOREFRONT SCHEDULE E4.5 LIGHTING SECOND FLOOR PLAN - EM PHOTOMETRICS A6.6 FF&E SCHEDULE - FIRE STATION E4.6 ENLARGED STAIR PLANS - PHOTOMETRICS ® CONTINUOUS, UNOBSTRUCTED AND A6.7 FF&E SCHEDULE - LIBRARY E5.1 TITLE 24 UNDIMINISHED PATH OF TRAVEL A7.1 CURB DETAILS E5.2 TITLE 24 A7.2 DOOR DETAILS E5.3 TITLE 24 SHEET NUMBER: A7.3 DOOR DETAILS E5.4 TITLE 24 ROOM NAME A7.4 STOREFRONT DETAILS E5.5 TITLE 24 A7.5 WINDOW & LOUVER DETAILS BUNK A7.6 WALL DETAILS 123 ROOM NUMBER A7.7 CEILING DETAILS Tm2 A7.8 ROOFING DETAILS A7.9 ROOFING DETAILS D ARCy/\ BUILDING OCCUPANCY CBC CHAPTER 3 OCCUPANCY GROUPS: A-3 ASSEMBLY B BUSINESS R-2 RESIDENTIAL S-2 STORAGE BUILDING CONSTRUCTION CBC CHAPTERS 5&6 OCCUPANCY SEPARATION: MIXED USE, NON -SEPARATED (508.3.3.2: GROUP R-2 DWELLING UNITS AND SLEEPING UNITS SHALL BE SEPARATED FROM OTHER DWELLING OR SLEEPING UNITS AND FROM OTHER OCCUPANCIES CONTIGUOUS TO THEM IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 420) CONSTRUCTION TYPE: V-B SPRINKLERED: YES (NFPA 13) OCCUPANCY A-3 ** ALLOWABLE 60'-0" PROVIDED 30'-11" CBC TABLE 504.3 HEIGHT - IN FEET CBC TABLE 504.4 HEIGHT - NUMBER OF STORIES A-3 ** 2 1 CBC TABLE 506.2 AREA A-3 (S1) 24,000 SF ** 3,179 SF B (S 1) 36,000 SF 725 SF R-2 (S1) 28,000 SF 2,141 SF S-2 (S1) 54,000 SF 2,486 SF TOTAL AREA 8,531 SF * FROM ESTABLISHED GRADE PLANE ** WORST CASE BASED ON A-3 CBC TABLE 601 FIRE RATING FOR BUILDING ELEMENTS BUILDING ELEMENT CONSTRUCTION TYPE V-B RATING REQUIRED 0 PRIMARY STRUCTURAL FRAME BEARING WALLS - EXTERIOR V-B 0 BEARING WALLS - INTERIOR V-B 0 FLOOR CONSTRUCTION & ASSOCIATED SECONDARY STRUCTURAL MEMBERS ROOF CONSTRUCTION & ASSOCIATED SECONDARY STRUCTURAL MEMBERS V-B 0 V-B 0 CBC TABLE 705.5 FIRE RATING FOR EXTERIOR WALLS BASED ON SEPARATION DISTANCE RATING PROVIDED 0 0 0 0 0 SEPARATION IN FEET CONSTRUCTION TYPE BUILDING OCCUPANCY RATING X< 5 VB A, B, R-2, S-2 1 5 <_ X< 10 VB A, B, R-2, S-2 1 10 <_ X < 30 VB A, B, R-2, S-2 0 CBC CHAPTER 2 DEFINITIONS FIRE SEPARATION THE DISTANCE MEASURED FROM THE BUILDING FACE TO ONE OF THE FOLLOWING: 1. THE CLOSEST INTERIOR LOT LINE. 2. TO THE CENTERLINE OF A STREET, AN ALLEY OR PUBLIC WAY. 3. TO AN IMAGINARY LINE BETWEEN TWO BUILDINGS ON THE LOT. EXTERIOR WALL OPENINGS CBC TABLE 705.8 OPENINGS IN EXTERIOR WALL CBC CHAPTER 7 SEPARATION IN FEET DEGREE OF OPENING PROTECTION ALLOWED PROVIDED 10 to less than 15 (UNPROTECTED, SPRINKELRED) 45% 4.3%* 15 to less than 20 (UNPROTECTED, SPRINKELRED) 75% 7.4%** 30 or greater (UNPROTECTED, SPRINKELRED) NO LIMIT 6.1%*** *EAST EXTERIOR ELEVATION AREA 1: 557 SF OPENING AREA: 24 SF **EAST EXTERIOR ELEVATION AREA 2: 118 SF OPENING AREA: 8.75 SF ***EAST EXTERIOR ELEVATION AREA 3: 590 SF OPENING AREA: 36 SF ROOF ASSEMBLIES CBC CHAPTER 15 THERMOPLASTIC PLYOLEFIN (TPO), PLYWOOD 3/8", WOOD FRAMED 24" OC, R30 BATT INSULATION TESTING: TPO: ICC-ES AC75 UL ER10167-01 SHINGLE TYPE ICC EVALUATION: ES AC438 MANUFACTURER'S: ASTM D3161 - CLASS F WIND RESISTANCE UL 2218 - CLASS 3 IMPACT RESISTANCE UL 790 - CLASS A FIRE RESISTANCE ROOFING REQUIREMENTS: BASIC WIND SPEED: 92 MPH SEE STRUCTURAL SHEET S0.1 WIND EXPOSURE: D SEE STRUCTURAL SHEET S0.1 TYPE OF CONSTRUCTION MIN. REQUIRED PROVIDED V-B D A FIRE PROTECTION CBC CHAPTER 9 SYSTEM REQUIRED PROPOSED TYPE/CLASS NFPA 13 AUTO. SPRINKLER - A-3 N (903.2.1.3) Y AUTO. SPRINKLER - R-2 Y (903.2.8) Y NFPA 13 AUTO. SPRINKLER - S-2 N (903.2.10) Y NFPA 13 FIRE ALARM Y (907.2) Y NFPA 72 SMOKE DETECTION Y (907.2.6.3.3) Y NFPA 72 NOTE: AN APPROVED FIRE ALARM SYSTEM IN NEW STRUCTURES TO BE PROVIDED PER CFC 907.2 THE SYSTEM IS TO PROVIDE OCCUPANT NOTIFICATION BY FIRE ALARM SYSTEM IN ACCORDANCE TO CFC 907.5.1 THROUGH 907.5.2.5. ONE MANUAL FIRE ALARM BOX SHALL BE PROVIDED AT APPROVED LOCATIONS TO INITIATE A FIRE ALARM SIGNAL FOR THE FIRE ALARM SYSTEMS EMPLOYING AUTOMATIC FIRE DETECTORS OR WATERFLOW DETECTION DEVICES. THE MANUAL FIRE ALARM BOX IS NOT REQUIRED TO BE INSTALLED WHEN APPROVED BY THE FIRE CODE OFFICIAL. SHAFTS SHAFT CONSTRUCTION PER CBC 713 CBC CHAPTER 7 NUMBER OF FLOORS RATING REQUIRED IN HOURS LESS THAN 4 1 MIN OR NOT LESS THAN RATING OF FLOOR PENETRATED ADDITIONAL OCCUPANCY REQUIREMENTS CBC CHAPTER 4 CBC 420.2 SEPARATION WALLS GROUP R-2 WALLS SEPARATING DWELLING / SLEEPING UNITS AND WALLS SEPARATING THEM FROM OTHER OCCUPANCIES SHALL BE FIRE PARTITIONS PER CBC 708 CBC 420.3 HORIZONTAL SEPARATION GROUP R-2 FLOOR ASSEMBLIES SEPARATING DWELLING / SLEEPING UNITS AND FLOOR ASSEMBLIES SEPARATING THEM FROM OTHER CONTIGUOUS OCCUPANCIES SHALL BE CONSTRUCTED AS HORIZONTAL ASSEMBLIES PER CBC 711 CBC 708.3 FIRE -RESISTANCE RATING FIRE PARTITIONS EXCEPTION 2: DWELLING / SLEEPING UNIT SEPARATIONS IN TYPE VB BUILDINGS SHALL HAVE FIRE -RESISTANCE RATINGS OF NOT LESS THAN 1/2 HOUR IN BUILDINGS WITH AN AUTOMATIC SPRINKLER SYSTEM PER CBC 903.3.1.1 CBC 711.2.4.3 HORIZONTAL ASSEMBLIES HORIZONTAL ASSEMBLIES EXCEPTION: HORIZONTAL ASSEMBLIES SEPARATING DWELLING / SLEEPING UNITS SHALL NOT BE LESS THAN 1/2-HOUR FIRE -RESISTANCE RATED CONSTRUCTION IN A TYPE VB BUILDING EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM PER CBC 903.3.1.1 INTERIOR FINISHES CBC TABLE 803.13 INTERIOR WALL AND CEILING FINISHES PROVIDED BY OCCUPANCY CBC CHAPTER 8 PARKING NEWPORT BEACH MUNICIPAL CODE, CALGREEN, & CBC CHAPTER 11 B SPRINKLERED GROUP CLASS INTERIOR EXIT STAIRWAYS & EXIT PASSAGEWAYS CORRIDORS & ENCLOSURE FOR EXIT ACCESS STAIRWAYS ROOMS & ENCLOSED SPACES A-3 CLASS: B B C B CLASS: B C C R-2 CLASS: C C C S CLASS: C C C FLAME SPREAD INDEX SMOKE -DEVELOPED INDEX CLASS A: 0 - 25 0-450 CLASS B: 26 - 75 0-450 CLASS C: 76 - 100 0-450 MEANS OF EGRESS CBC CHAPTER 10 CBC TABLE 1004.5 OCCUPANTLOADS OCCUPANCY AREA & LOAD FACTORS TOTAL OCCUPANTS A-3 SEE EGRESS PLANS 112 B SEE EGRESS PLANS 8 R-2 SEE EGRESS PLANS 13 S-2 SEE EGRESS PLANS 16 TOTAL: 149 CBC 1005 EGRESS WIDTH PER OCCUPANT SERVED STAIRWAYS MIN. WIDTH REQUIRED PER CBC 1011.2 = 44" EXCEPTION: OCCUPANCY LOAD < 50 = 36" LEVEL 2 OCCUPANTS: 11 SPRINKLERED 0.2" / OCC 0.2"x13=2.6" PROVIDED: 58" OTHER EGRESS COMPONENTS MIN. WIDTH REQUIRED FOR CORRIDORS PER CBC TABLE 1020.3 AND CBC 1024.2 = 44" (OCC > 50) 36" (OCC < 50) LEVEL 2 OCCUPANTS: 11 SPRINKLERED 0. 15" / OCC 0.15" x 13 = 1.95" PROVIDED: 69" CBC TABLE 1006.3.2 NUMBER OF EXITS PER STORY OCCUPANT LOAD PER STORY MINIMUM NUMBER OF EXITS PROVIDED 1 - 500 2 CBC TABLE 1020.2 CORRIDOR FIRE -RESISTANCE RATING OCCUPANCY OCCUPANT LOAD SERVED BY CORRIDOR REQUIRED RATING IN HOURS WITHOUT SPRINKLERS WITH SPRINKLERS A, B, E, F, M, S, U GREATER THAN 30 1 0 R-1, R-2, R-3 GREATER THAN 10 NOT PERMITTED 1 ACCESSIBILITY REQUIREMENTS CBC CHAPTER 11 THE DESIGN COMPLIES WITH CALDAG 2020 & CBC CHAPTER 11 B. DETAILS ARE PROVIDED IN THE T-SERIES SHEETS IN THIS SET. INTERIOR ENVIRONMENT CBC CHAPTER12 OCCUPIED ROOMS: MECHANICAL VENTILATION PROVIDED PER CALIFORNIA MECHANICAL CODE. NATURAL LIGHTING: PROVIDED PER CBC 1204.2 & 1204.2.2 ARTIFICIAL LIGHTING: PROVIDED PER CBC 1204.3, 1204.4, & 1204.5 EXTERIOR WALLS CBC CHAPTER 14 SEE WALL ASSEMBLY INFORMATION ON WALL TYPES SHEETS A4.9-A4.12 EXTERIOR WALLS COMPLY WITH PROVISIONS OF THIS SECTION. PARKING SPACE REQUIREMENTS: OCCUPANCY/LAND USE AREA VEHICLE BICYCLE LIBRARY 2,808 SF / 300 (T 3-10) 13* 2 (ST) FIRE STATION 5,327 SF TOTAL PARKING REQUIRED: TOTAL PARKING PROVIDED: 3 4 (LT) 15 3 (1 LT & 2 ST) 16* 7 (4 LT & 3 ST) *INCLUDES 3 EV-READY STANDARD SPACES CBC TABLE 11 B-208.2 & TABLE 11 B-228.3.2.1 TOTAL PARKING PROVIDED ACCESSIBLE PARKING REQUIRED ACCESSIBLE PARKING PROVIDED 16 1 CAR VAN EV VAN EV 0 1 0 1 PLUMBING FIXTURE REQUIREMENTS TABLE CPC 422.1 MINIMUM PLUMBING FACILITIES LIBRARY CPC CHAPTER 4 OCCUPANCY OCCUPANTS GROUP AREA LOAD FACTOR SUBTOTAL MALE FEMALE A-3 2,808 15/50/100 74.67 38 38 TOTAL: 92 46 46 OCCUPANCY WATER CLOSETS URINALS LAVATORIES GROUP MALE FEMALE MALE MALE FEMALE A-3 M,F = 46 1-100 1 26-50 2 1-100 1 1-200 1 1-100 1 SUBTOTAL: 1 2 1 1 1 REQUIRED: 1 2 1 1 1 PROVIDED: 3 UNISEX 0 3 UNISEX OCCUPANCY GROUP SHOWERS DRINKING FOUNTAINS SERVICE SINKS A-3 M,F = 46 - 1: 1-250 1 1 REQUIRED: - 2 2 PROVIDED: - 2 2 FIRE STATION OCCUPANCY OCCUPANTS GROUP AREA LOAD FACTOR SUBTOTAL MALE FEMALE B 725 50 & 100 8.3 R-2 DORMS 2,136 200 10.7 S-2 2,486 200 12.4 TOTAL: 33 17 17 OCCUPANCY WATER CLOSETS URINALS LAVATORIES GROUP MALE FEMALE MALE MALE FEMALE B M,F = 5 1-50 0.1 1-15 0.33 1-100 0.05 1-75 0.07 1-50 0.1 R-2 M,F = 6 1 :10 0.6 1 : 8 0.75 1 : 25 0.24 1 : 12 0.5 1 : 12 0.5 S-2 M,F = 7 1-100 0.07 1-100 0.07 - - 1-200 0.04 1-200 0.04 SUBTOTAL: 0.77 1.15 0.74 0.61 0.64 REQUIRED: 1 2 1 1 1 PROVIDED: 3 UNISEX 3 UNISEX 3 UNISEX OCCUPANCY GROUP B M,F = 5 SHOWERS DRINKING FOUNTAINS 1: 150 1 SERVICE SINKS 1 - - R-2 M,F = 6 1: 8 1 1: 150 1 1 S-2 M,F = 7 - - 1: 1-250 1 1 SUBTOTAL: 1 1 3 3 3 3 REQUIRED: PROVIDED: 2 3* 3 *PER CPC 415.2, WATER STATIONS SHALL BE PERMITTED TO BE SUBSTITUTED FOR DRINKING FOUNTAINS. �C 018P23 REN. 09/30/27 \TF OF CAUF10 �\ coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 o DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: CODE SUMMARY SHEET NUMBER: Tm3 CLEAR FLOOR SPACE FOR WHEELCHAIRS 1. MINIMUM CLEAR FLOOR OR GROUND SPACE REQUIRED TO ACCOMMODATE A SINGLE, STATIONARY WHEELCHAIR AND OCCUPANT IS 30" x 48". MINIMUM CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY BE POSITIONED FOR FORWARD OR PARALLEL APPROACH TO AN OBJECT. FLOOR OR GROUND SPACE FOR WHEEL CHAIRS MAY BE PART OF THE KNEE SPACE AND TOE CLEARANCE REQUIRED UNDER SOME OBJECTS. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE SHALL ADJOIN AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR SPACE. 2. ALCOVES ARE TO BE 60" WIDE WHEN GREATER THAN 15" DEEP. 3. PROVIDE AN ADDITIONAL 6' WIDTH ON ONE SIDE FOR ALCOVES GREATER THAN 24" DEEP AND DESIGNED FOR FRONT APPROACH. HAZARDS AND PROTRUDING OBJECTS 1. OBJECTS WITH LEADING EDGES BETWEEN 27" AND 80" ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO CIRCULATION PATH. 2. OBJECTS MOUNTED WITH THEIR LEADING EDGES AT OR BELOW 27" ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY AMOUNT. 3. OBJECTS MOUNTED ON POSTS / PYLONS MAY OVERHANG 12" MAXIMUM FROM 27" TO 80" ABOVE THE GROUND OR FINISHED FLOOR. 4. PROTRUDING OBJECTS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE. 5. ANY OBSTRUCTION OVERHANGING A PEDESTRIAN WAY SHALL BE A MINIMUM OF 80" ABOVE THE WALKING SURFACE AS MEASURED TO THE BOTTOM OF THE OBSTRUCTION. GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE THE VERTICAL CLEARANCE IS LESS THAN 80". SUCH GUARDRAILS SHALL BE LOCATED 27" MAX ABOVE FINISHED FLOOR. PARKING 1. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE TO AN ACCESSIBLE ENTRANCE. 2. SURFACE SLOPES OF PARKING SPACES FOR THE PHYSICALLY DISABLED SHALL NOT EXCEED 1/4 INCH PER FOOT (2%GRADIENT) IN ANY DIRECTION. 3. DISABLED PARKING SPACES SHALL BE LOCATED SO AS NOT TO REQUIRE USERS TO WHEEL OR WALK BEHIND ANY OTHER NON -DISABLED OR DISABLED PARKING SPACE, OTHER THAN TO PASS BEHIND THE PARKING SPACE IN WHICH THEY PARKED. 4. IN EACH PARKING AREA, A BUMPER OR CURB SHALL BE PROVIDED AND LOCATED TO PREVENT ENCROACHMENT OF CARS OVER THE REQUIRED WIDTH OF ADJACENT ACCESSIBLE ROUTES. 5. PARKING SPACES RESERVED FOR PERSONS WITH DISABILITIES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE, CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT, IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70" IN AREA AND, WHEN IN THE PATH OF TRAVEL, SHALL BE POSTED AT A MINIMUM HEIGHT OF 80" FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISHED GRADE. WHEN NOT IN THE PATH OF TRAVEL SIGNS MAY ALSO BE ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE AT A MIN. HEIGHT OF 60" FROM THE PARKING SPACE FINISHED GRADE, GROUND, OR SIDEWALK MEASURED TO THE BOTTOM OF THE SIGN. 6. ADDITIONAL LANGUAGE OR AN ADDITIONAL SIGN BELOW THE ISA SHALL STATE "MINIMUM FINE $250" 7. VAN ACCESSIBLE SPACES SHOULD BE IDENTIFIED WITH THE ADDITIONAL WORDS "VAN ACCESSIBLE" ON THE SPACE IDENTIFICATION SIGN. ONE IN EVERY SIX ACCESSIBLE SPACES, BUT NEVER LESS THAN ONE, MUST BE VAN ACCESSIBLE. WALKS AND SIDEWALKS l . WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMON SURFACE NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL WHICH EXCEED 1/4", AND SHALL BE A MINIMUM OF 48" IN WIDTH. 2. SURFACE CROSS SLOPES SHALL NOT EXCEED 2%. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 5%. 3. OPENINGS IN FLOOR OR GROUND SURFACES SHALL NOT ALLOW PASSAGE OF A SPHERE MORE THAN 1/2" DIAMETER. ELONGATED OPENINGS SHALL BE PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. 4. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 VERTICAL TO 20 HORIZONTAL, IT SHALL COMPLY WITH THE PROVISIONS OF RAMPS. 5. WHEN ABRUPT CHANGES IN LEVEL NOT EXCEEDING 1/2" OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THE 1 UNIT VERTICAL TO 2 UNITS HORIZONTAL (50%), EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4" MAY BE VERTICAL. 6. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE EXCEEDING 1/2" SHALL COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS AND RAMPS. 7. WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60" x 60" AT A DOOR OR GATE THAT SWINGS TOWARD THE WALK, AND NOT LESS THAN 48" x 44" DEEP AT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK. 8. WALKS SHALL EXTEND A MINIMUM OF 24" TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK. 9. WALK AND SIDEWALK SURFACES SHALL BE STABLE, FIRM, AND SLIP -RESISTANT. 10. ABRUPT CHANGES IN LEVEL 4" OR MORE IN A VERTICAL DIMENSION BETWEEN WALKS, SIDEWALKS OR OTHER PEDESTRIAN WAYS AND ADJACENT SURFACES OR FEATURES SHALL BE IDENTIFIED BY A 6" MIN. HIGH CURB ABOVE WALK SURFACE OR GUARDRAIL W/ 2"-4" CENTERED HIGH GUIDE RAIL ENTRANCES AND DOORS l . ALL PRIMARY ENTRANCES AND EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDINGS AND FACILITIES SHALL BE MADE ACCESSIBLE TO THE PHYSICALLY DISABLED. 2. ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH ONE STANDARD INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS IDENTIFYING THE LOCATION OF NEAREST ACCESSIBLE ENTRANCE, AS REQUIRED, VISIBLE FROM APPROACHING PEDESTRIAN WAYS. 3. EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 36 INCHES IN WIDTH, AND NOT LESS THAN 80" IN HEIGHT. DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE MOUNTED SO THAT THE CLEAR WIDTH OF THE DOORWAY IS NOT LESS THAN 32". 4. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL, SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP, PINCH OR TWIST THE OPENING HARDWARE AND MUST BE OPERABLE WITH ONE HAND. 5. THE OPERABLE PARTS OF LEVER HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE MOUNTED BETWEEN 34" MINIMUM AND 44" MAXIMUM ABOVE THE FLOOR AND NOT REQUIRE MORE THAN 5 POUNDS OF FORCE TO OPERATE. 6. THE FLOOR OR LANDING LENGTH ON EACH SIDE OF AN ENTRANCE OR A PASSAGE DOOR SHALL BE LEVEL AND CLEAR AT LEAST 60" IN THE DIRECTION OF THE DOOR SWING AND AT LEAST 48" OPPOSITE THE DIRECTION OF THE DOOR SWING AS MEASURED AT RIGHT ANGLES TO THE FACE OF THE DOOR IN THE CLOSED POSITION. THE WIDTH OF THE LEVEL AND CLEAR AREA ON THE SIDE WHICH THE DOOR SWINGS SHALL EXTEND A MINIMUM OF 24" PAST THE STRIKE EDGE OF THE DOOR FOR DOORS WITH LATCH SIDE APPROACH AND 36" FOR DOORS REQUIRING HINGE SIDE APPROACH. REFER TO DETAIL B3 ON THIS DRAWING FOR ADDITIONAL CLEARANCE REQUIREMENTS. 7. THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGES IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. 8. THE BOTTOM 10" OF ALL DOORS (EXCEPT SLIDING) SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION WHERE NARROW FRAME DOORS ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST. SURFACES ALONG THIS AREA MUST BE WITHIN 1 /16" OF THE SAME PLANE AS THE OTHER. CAVITIES CREATED BY KICK PLATES MUST BE CAPPED. 9. THE MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS. FOR EXTERIOR DOORS AND 5 LBS. FOR INTERIOR DOORS. SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY NOT EXCEED 15 LBS. 10. DOOR CLOSERS REQUIRE AT LEAST 5 SECONDS TO CLOSE FROM AN OPEN POSITION OF 90 DEGREES TO 12 DEGREES FROM THE LATCH 11. EACH GRADE -LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE SIGN WITH THE WORD "EXIT". EACH EXIT DOOR THAT LEADS DIRECTLY TO GRADE -LEVEL EXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP IS IDENTIFIED BY A TACTILE SIGN THAT STATES "EXIT STAIR DOWN," "EXIT RAMP DOWN," "EXIT STAIR UP," OR "EXIT RAMP UP" AS APPROPRIATE. EACH EXIT DOOR THAT LEADS DIRECTLY TO GRADE -LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR EXIT PASSAGEWAY IS IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE". EACH ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN IS IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE". EACH DOOR THROUGH AN HORIZONTAL EXIT IS IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "TO EXIT". 12. VISION LIGHTS MUST HAVE BOTTOM OF AT LEAST ONE GLAZED PANEL LOCATED 43" MAX. ABOVE FLOOR FINISH. STAI RS AN D STAI R WAYS 1. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. EVERY STAIRWAY REQUIRED TO BE MORE THAN 88" IN WIDTH SHALL BE PROVIDED WITH NOT LESS THAN ONE INTERMEDIATE HANDRAIL FOR EACH 88" OF REQUIRED WIDTH. INTERMEDIATE HANDRAILS SHALL BE SPACED APPROXIMATELY EQUALLY WITHIN THE ENTIRE WIDTH OF THE STAIRWAY. 2. THE UPPER APPROACH AND THE LOWER TREAD OF EACH INTERIOR STAIR SHALL BE MARKED BY A STRIPE OF CLEARLY CONTRASTING COLOR 2" WIDE MINIMUM & 4"WIDE MAXIMUM AND PLACED PARALLEL TO, AND NOT MORE THAN, 1" FROM THE NOSE OF THE STEP OR LANDING TO ALERT THE VISUALLY IMPAIRED. THE STRIPE IS TO EXTEND THE FULL WIDTH OF THE STEP. THE STRIPE SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE TREADS OF THE STAIR. 3. WHERE STAIRS OCCUR OUTSIDE OF A BUILDING, THE UPPER APPROACH AND ALL TREADS SHALL BE MARKED BY A STRIPE OF CLEARLY CONTRASTING COLOR 2" WIDE MIN & 4" WIDE MAX. AND PLACED PARALLEL TO, AND NOT MORE THAN 1" FROM THE NOSE OF THE STEP OF LANDING TO ALERT THE VISUALLY IMPAIRED. THE STRIPE IS TO EXTEND THE FULL WIDTH OF THE STEP. THE STRIPE SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP -RESISTANT AS THE TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE. 4. ALL STAIR TREAD SURFACES SHALL BE SLIP -RESISTANT. HANDRAILS ON STAIRS 1. HANDRAILS AT STAIRWAYS SHALL BE 34" TO 38" ABOVE THE NOSING OF THE TREADS. 2. HANDRAILS AT THE TOP OF STAIRWAYS SHALL EXTEND A MINIMUM OF 12" OF LEVEL DISTANCE BEYOND THE TOP NOSING. HANDRAILS AT THE BOTTOM OF STAIRWAYS SHALL EXTEND A MINIMUM OF TREAD WIDTH PLUS 12" BEYOND THE BOTTOM NOSING BEFORE THEY ARE RETURNED. AT THE BOTTOM, THE HANDRAIL SHALL CONTINUE TO SLOPE FOR A DISTANCE OF THE WIDTH OF ONE TREAD FROM THE BOTTOM RISER. THE REMAINDER OF THE EXTENSION IS HORIZONTAL (LEVEL). 3. WHERE THE EXTENSION OF THE HANDRAIL IN THE DIRECTION OF THE STAIR RUN WOULD CREATE A HAZARD, THE EXTENSION SHALL BE MADE AT RIGHT ANGLES, ON THE FACE OF A RETURNING WALL. WHERE THE STAIRS ARE CONTINUOUS THE HANDRAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUT INTO THE LANDING. 4. HANDRAILS SHALL NOT REDUCE THE REQUIRED WIDTH OF STAIR. WHERE HANDRAIL EXTENSIONS PROTRUDE MORE THAN 4 1/2" INTO AN ADJACENT ROUTE OF TRAVEL, PROVIDE CANE -DETECTABLE RAIL AT 27" ABOVE LANDING. 5. HANDRAILS SHALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH STAIR FLIGHT OR RAMP RUN. INSIDE HANDRAILS ON SWITCHBACK OR DOGLEG STAIRS AND RAMPS SHALL BE CONTINUOUS BETWEEN FLIGHTS OR RUNS. RAMPS 1. ALL RAMPS USED AS EXITS AND ANY PATH OF TRAVEL HAVING A SLOPE GREATER THAN 1:20 SHALL COMPLY WITH THE REQUIREMENTS OF THIS SECTION. RAMPS SHALL HAVE THE LEAST POSSIBLE SLOPE. 2. PEDESTRIAN RAMPS SHALL HAVE A MINIMUM WIDTH OF 48". RAMPS SERVING AN OCCUPANCY LOAD GREATER THAN 300 SHALL HAVE A MINIMUM WIDTH OF 60". 3. ALL RAMPS IN AREAS ACCESSIBLE TO PERSONS WITH DISABILITIES ON A PATH OF TRAVEL OR SERVING EXITS SHALL HAVE A 1:12 MAXIMUM SLOPE WITH CROSS SLOPES NO GREATER THAN 1:50. LANDINGS NOT TO EXCEED 1:50 IN ANY DIRECTION. 4. INTERMEDIATE LANDINGS OCCURRING AT NO DIRECTION CHANGE TO BE 60" LONG, RAMPS W/ INTERMEDIATE LANDING < OR EQUAL TO 30 DEGREES SHALL BE OF 60" LENGTH AND 60" WIDTH. INTERMEDIATE LANDINGS OCCURRING AT > EQUAL TO 30 DEGREES SHALL BE OF 72" LENGTH AND 60" WIDTH. 5. THE LEVEL LANDING WIDTH OF ANY RAMP SHALL EXTEND 24" PAST THE STRIKE EDGE OF ANY EXTERIOR DOOR OR GATE. 6. DOORS STANDING IN ANY POSITION SHALL NOT REDUCE THE MINIMUM DIMENSION OF THE RAMP TO LESS THAN 42" OR THE REQUIRED WIDTH BY MORE THAN 3". 7. HANDRAILS ARE REQUIRED ON RAMPS WHEN THE SLOPE EXCEEDS 1:20 (5%). HANDRAILS AT RAMPS SHALL RUN ALONG BOTH SIDES OF A RAMP, BE CONTINUOUS THE FULL LENGTH, AND EXTENSIONS AT THE TOP AND BOTTOM OF THE RAMP SHALL BE 12" MIN. 8. THE HANDRAIL GRIP SURFACE AT RAMPS SHALL BE MOUNTED BETWEEN 34" AND 38" ABOVE THE RAMP SURFACE. 9. ALL HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. 10. ALL HANDRAILS PROJECTED FROM A WALL SHALL BE MOUNTED WITH A MINIMUM 1-1/2 INCHES BETWEEN THE WALL AND THE HANDRAIL. 11. THE HAND GRIP PORTION OF HANDRAILS SHALL BE NOT LESS THAN 1-1 /4" NOR MORE THAN 2" IN CROSS -SECTIONAL DIMENSION OR SHAPE AND SHALL PROVIDE AN EQUIVALENT SMOOTH GRIPPING SURFACE WITH NO SHARP CORNERS. HANDRAIL GRIPPING SURFACES WITH A NON -CIRCULAR CROSS SECTION SHALL HAVE A PERIMETER DIMENSION OF 411MIN. AND 6 1/4" MAX. AND A CROSS SECTION DIMENSION OF 2 1/4" MAX. 12. HANDRAILS CANNOT PROJECT INTO THE REQUIRED CLEAR WIDTH OF THE RAMP MORE THAN 3 1/2" FROM EACH SIDE OF THE RAMP AT THE HANDRAIL HEIGHT. SANITARY FACILITIES (GENERAL) 1. ALL DOORWAYS LEADING TO SANITARY FACILITIES SHALL HAVE 32" CLEAR, UNOBSTRUCTED OPENINGS. 2. ALL SINKS, FAUCET CONTROLS, AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS. LEVER -OPERATED, PUSH TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF -CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 3. LAVATORIES SHALL BE MOUNTED WITH A MINIMUM DISTANCE OF 18" FROM A WALL OR PARTITION TO THE CENTER OF THE FIXTURE. ACCESSIBLE LAVATORIES SHALL BE MOUNTED WITH THE RIM AND/OR COUNTER SURFACE NO HIGHER THAN 34" ABOVE THE FLOOR. TOILET ROOM FIXTURES AND ACCESSORIES 1. THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE A MINIMUM OF 17" AND A MAXIMUM OF 19" MEASURED TO THE TOP OF THE TOILET SEAT. 2. PROVIDE 17" MINIMUM - 18" MAXIMUM FROM THE CENTERLINE OF THE WATER CLOSET TO THE ADJACENT WALL. 3. TOILET AND URINAL FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED ON THE OPEN (WIDE) SIDE OF THE TOILET STALL. TOILET AND URINAL FLUSH CONTROLS SHALL BE NO MORE THAN 44" ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS. 4. WHERE URINALS ARE PROVIDED, AT LEAST ONE SHALL HAVE A CLEAR SPACE 30" WIDE BY 48" LONG IN FRONT OF THE URINAL. AT LEAST ONE URINAL WITH 13 1/2" MIN. RIM PROJECTION FROM THE WALL AND A MAXIMUM OF 17" ABOVE THE FLOOR SHALL BE INSTALLED. 5. AMBULATORY STALLS ARE REQUIRED WHERE 6 OR MORE STALLS ARE PROVIDED WITHIN A MULTIPLE ACCOMMODATION TOILET ROOM OR WHERE THE COMBINATION OF URINALS AND WATER CLOSETS TOTALS SIX OR MORE FIXTURES. AMBULATORY ACCESSIBLE COMPARTMENTS SHALL BE 60" DEEP MIN. AND 35"MIN - 37" MAX WIDE. COMPARTMENT DOORS SHALL NOT SWING INTO THE MINIMUM REQUIRED COMPARTMENT AREA. 6. A CLEAR FLOOR SPACE 30" WIDE BY 48" LONG SHALL BE PROVIDED IN FRONT OF A LAVATORY TO ALLOW FORWARD APPROACH. SUCH CLEAR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND INTO KNEE AND TOE SPACE UNDERNEATH LAVATORY. 7. LAVATORIES SHALL BE MOUNTED WITH A CLEARANCE OF AT LEAST 29" FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH 27" MINIMUM KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30" IN WIDTH WITH 8" MINIMUM DEPTH AT THE TOP. TOE CLEARANCE SHALL BE SAME WIDTH AND A MINIMUM OF 9 INCHES HIGH FROM THE FLOOR AND A MINIMUM OF 17"-19"MAXIMUM DEEP FROM THE FRONT OF THE LAVATORY. 8. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 9. MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL HAVE BOTTOM OF REFLECTIVE SURFACE 40" MAX. ABOVE FINISHED FLOOR; MIRRORS MOUNTED ELSEWHERE SHALL HAVE BOTTOM EDGE OF REFLECTIVE SURFACE 35" MAX. ABOVE FINISHED FLOOR. TOP EDGE OF MIRRORS SHOULD BE 74" HIGH TO BE USEABLE BY AMBULATORY PEOPLE, 10. LOCATE PAPER TOWEL DISPENSERS, SANITARY NAPKIN DISPENSERS, AND WASTE RECEPTACLES WITH ALL OPERABLE PARTS NOT MORE THAN 40" FROM THE FLOOR. 1 l . LOCATE TOILET TISSUE DISPENSERS ON THE WALL 7-9" FROM THE FRONT OF THE WATER CLOSET TO THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE 19" MIN. ABOVE FINISHED FLOOR AND SHALL NOT BE LOCATED BEHIND GRAB BARS. DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROLS DELIVERY OR THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW. 12. DOORS CANNOT SWING INTO THE REQUIRED CLEAR FLOOR SPACE AT ANY FIXTURE OTHER THAN THE DOOR TO THE ACCESSIBLE WATER CLOSET COMPARTMENT, A DOOR, IN ANY POSITION, MAY ENCROACH INTO THE TURNING SPACE BY 12" MAX 13. CLEARANCE AROUND WATER CLOSET SHALL BE 60" WIDE x 56" DEEP PROVIDED IN FRONT OF THE WATER CLOSET, NO OTHER FIXTURES CAN BE LOCATED WITHIN THIS AREA. A MIN. 60" WIDE AND 48" DEEP MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. 14. SANITARY NAPKIN DISPOSAL UNITS, IF PROVIDED, SHALL COMPLY WITH SECTION 11 B-309.4 AND SHALL BE WALL MOUNTED AND LOCATED ON THE SIDE WALL BETWEEN THE REAR WALL OF THE TOILET AND THE TOILET PAPER DISPENSER, ADJACENT TO THE TOILET PAPER DISPENSER. THE DISPOSAL UNIT SHALL BE LOCATED BELOW THE GRAB BAR WITH THE OPENING OF THE DISPOSAL UNIT 19 INCHES MINIMUM ABOVE THE FINISH FLOOR. MULTIPLE ACCOMMODATION TOILET ROOMS 1. A CLEAR SPACE, MEASURED FROM THE FLOOR TO A HEIGHT OF 27" ABOVE THE FLOOR, WITHIN THE SANITARY FACILITY ROOM, OF SUFFICIENT SIZE TO INSCRIBE A CIRCLE OF A DIAMETER NOT LESS THAN 60 INCHES, OR A T SHAPED SPACE IN ACCORDANCE WITH 11 B-304.3.2 SHALL BE PROVIDED. 2. CLEARANCE AROUND A WATER CLOSET SHALL BE 60" MIN. MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56" MIN. MEASURED PERPENDICULAR FROM THE REAR WALL. A 48" LONG CLEAR SPACE IN FRONT OF WATER CLOSET SHALL BE PROVIDED IF THE COMPARTMENT HAS AN END OPENING DOOR (FACING THE WATER CLOSET). A 60" LONG CLEAR SPACE SHALL BE PROVIDED IN COMPARTMENT WHEN DOOR IS LOCATED AT THE SIDE. GRAB BARS SHALL NOT PROJECT MORE THAN 3" INTO CLEAR SPACE SPECIFIED ABOVE. 3. WATER CLOSET COMPARTMENT SHALL BE EQUIPPED WITH DOOR THAT HAS AN AUTOMATIC CLOSING DEVICE, AND A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32" WHEN LOCATED AT THE END, AND 34" WHEN LOCATED AT SIDE, WHEN THE DOOR IS POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. 4. EXCEPT FOR DOOR OPENINGS, A CLEAR UNOBSTRUCTED ACCESS NOT LESS THAN 44" SHALL BE PROVIDED TO ALL WATER CLOSET COMPARTMENTS DESIGNED FOR USE BY THE DISABLED. THE SPACE IMMEDIATELY IN FRONT OF A WATER CLOSET COMPARTMENT SHALL BE NOT LESS THAN 48" AS MEASURED AT RIGHT ANGLES TO THE COMPARTMENT DOOR IN ITS CLOSED POSITION. 5. THE WATER CLOSET AND DOOR MANEUVERING CLEARANCE CANNOT OVERLAP IN THE ACCESSIBLE STALL. 6. STALL DOORS TO BE HINGED 4" MAXIMUM OPPOSITE THE WATER CLOSET FOR FRONT OR SIDE OPENING DOORS. 7. STALL DOORS CANNOT SWING INTO THE REQUIRED CLEAR AREA AT THE WATER CLOSET. 8. A DOOR PULL SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. GRAB BARS 1. GRAB BARS SHALL BE LOCATED ON ONE SIDE AND THE BACK OF THE PHYSICALLY DISABLED TOILET STALL OR COMPARTMENT AND SHALL BE SECURELY ATTACHED 33" MINIMUM-36" MAXIMUM, MEASURED TO THE TOP OF GRIPING SURFACE, ABOVE AND PARALLEL TO THE FLOOR. 2. GRAB BARS AT THE SIDE SHALL BE AT LEAST 42" LONG WITH THE FRONT END POSITIONED 54"MINIMUM FROM THE BACK OF THE STALL AND WITH THE FRONT END POSITIONED 24" MINIMUM IN FRONT OF THE WATER CLOSET. THE SIDE GRAB BAR SHALL BE LOCATED 12" MAXIMUM FROM THE REAR WALL. GRAB BARS AT THE BACK SHALL NOT BE LESS THAN 36" LONG AND SHALL EXTEND FROM THE CENTERLINE OF THE WATER CLOSET 12" MINIMUM ON ONE SIDE AND 24"MINIMUM ON THE OTHER SIDE. 3. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR WITH CIRCULAR CROSS SECTIONS SHALL HAVE AN OUTSIDE DIAMETER OF 1 1 /4"MIN AND 2" MAXIMUM. GRAB BARS WITH NON CIRCULAR CROSS SECTIONS SHALL HAVE A CROSS SECTION DIMENSION OF 2" MAXIMUM AND A PERIMETER DIMENSION OF 4" MIN AND 4.8" MAXIMUM. IF THE GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BARS SHALL BE 1-1/2". 4. GRAB BARS, AND ANY WALL OR OTHER SURFACE ADJACENT TO IT, SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. 5. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 6. GRAB BARS SHALL BE DESIGNED TO SUPPORT A 250 POUND FORCE. 7. NO OBJECT TO BE MOUNTED WITHIN 1 1/2" BELOW OR 12" ABOVE ANY GRAB BAR. SIGNAGE 1. BASELINE OF THE HIGHEST LINE OF RAISED CHARACTER TO BE 60" MAXIMUM AND BASELINE OF THE LOWEST BRAILLE CELLS TO BE 48" MINIMUM ABOVE FINISHED FLOOR. 2. TACTILE ROOM IDENTIFICATION SIGNS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18" MIN. x 18" MIN. CENTERED ON SIGN IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING. TELEPHONES 1. PROVIDE A 30" X 48" CLEAR SPACE AT TELEPHONE. THE CLEAR SPACE MAY INCLUDE KNEE SPACE UNDER THE TELEPHONE. 2. THE HIGHEST OPERABLE PART OF THE TELEPHONE SHALL BE 48" MAX. 3. TELEPHONES MOUNTED IN A CORNER THAT REQUIRE WHEELCHAIR USERS TO REACH DIAGONALLY SHALL HAVE THE HIGHEST OPERABLE PART NO HIGHER THAN 48" AFF. 4. THE CORD FROM THE TELEPHONE TO THE HANDSET SHALL BE AT LEAST 29" LONG. 5. ALL PUBLIC TELEPHONES SHALL HAVE VOLUME CONTROL AND BE IDENTIFIED WITH APPROPRIATE SIGNAGE 6. TELEPHONES SHALL HAVE PUSH-BUTTON CONTROLS WHERE SERVICE FOR SUCH EQUIPMENT IS AVAILABLE. ALL OPERABLE PARTS, INCLUDING BUT NOT LIMITED TO COIN RETURN, SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE TO ACTIVATE OPERABLE PARTS SHALL NOT EXCEED 5LBS MAX. ADDITIONAL REQUIREMENTS 1, THE TOP OF THE BOX OF THE OPERATING HANDLE OF SWITCHES INTENDED TO BE USED BY OCCUPANTS OF A ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, OR COOLING, HEATING AND VENTILATING EQUIPMENT, SHALL COMPLY WITH SECTION 1 1 B-308 EXCEPT THE LOW REACH SHALL BE MEASURED TO THE BOTTOM OF THE OUTLET BOX AND THE HIGH REACH SHALL BE MEASURED TO THE TOP OF THE OUTLET BOX. 2, ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL COMPLY WITH SECTION 1 1 B-308 EXCEPT THE LOW REACH SHALL BE MEASURED TO THE BOTTOM OF THE OUTLET BOX AND THE HIGH REACH SHALL BE MEASURED TO THE TOP OF THE OUTLET BOX. PAPER TOWEL DISPENSER WITH WASTE CONTAINER 13 1/2" MIN. ® X 0 A3 MOUNTING HEIGHT REQUIREMENTS T-4 SCALE: 3/4" = 1'-0" 18" MIN. CLR INT. DOORS 24" MIN. CLR EXT. DOORS PULL SIDE SPOUT. SPOUT SHALL BE - LOCATED 15" MIN. FROM VERTICAL SUPPORT AND 5" MAX FROM FRONT EDGE OF THE UNIT DRINKING FOUNTAIN TOILET TISSUE PRIVACY COVERS CLEAR, LEVEL FLOOR SPACE o z_ 1.5% MAX SLOPE IN ANY DIRECTION PUSH SIDE 0z PROVIDE THIS ADDITIONAL�� J SPACE IF DOOR IS *12" EQUIPPED WITH MIN. BOTH A LATCH AND A CLOSER FRONT APPROACH B3 \ REQUIRED CLEARANCES T7 4 % SCALE: 1/2" = 1'-0" 54" MIN. 12" 42" MIN. GRAB BAR MAX. 24" MIN. J cl) W 2i 6D a- O) 0 DISPOSAL UNIT, SEE CBC 604.7.2 NOTES 3. HIGHEST OPERABLE PART OF FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED NO LESS THAN 42" AND NOT MORE THAN 48" MEASURED VERTICALLY FROM ABOVE THE LEVEL OF THE ADJACENT FLOOR, WORKING PLATFORM, GROUND SURFACE, OR SIDEWALK TO THE HIGHEST POINT OF THE ACTIVATING HANDLE OR LEVER OF THE BOTTOM. 4. INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS. THE SYMBOL SPECIFIED ABOVE SHALL CONSIST OF A WHITE FIGURE ON BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 595C. 5. ALL CONTROLS TO BE 15" MIN. TO 48" MAX., REGARDLESS OF APPROACH. WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. THE MAX. HIGH FORWARD REACH SHALL BE 48" MAX WHERE THE REACH DEPTH IS 20"MAX. WHERE THE REACH DEPTH EXCEEDS 20" THE HIGH FORWARD REACH SHALL BE 44" MAX. AND THE REACH DEPTH SHALL BE 25" MAX. WHERE A CLEAR FLOOR SPACE ALLOWS FOR A PARALLEL APPROACH AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION THE HEIGHT OF THE OBSTRUCTION SHALL BE 34" MAX AND THE DEPTH SHALL BE 24" MAX. THE HIGH SIDE REACH SHALL BE 48" MAX FOR A REACH DEPTH OF 10" MAX. WHERE THE REACH DEPTH EXCEEDS 10" THE HIGH SIDE REACH SHALL BE 46" MAX WITH A REACH DEPTH OF 24" MAX. 6. ACCESSIBLE PORTIONS OF SERVICE COUNTERS TO BE 28"-34" HIGH, 36" MIN. WIDE AND MUST EXTEND THE SAME DEPTH AS THE ADJACENT COUNTERSPACE. 7. WHERE LOCKERS ARE PROVIDED FOR THE PUBLIC, AT LEAST 5% BUT NO FEWER THAN 1 OF EACH TYPE SHALL BE ACCESSIBLE. z N MIRROR BABY CHANGING STATION 63 HAND DRYER z w O mW FJ5 w U) a LU 0 U cl) ¢� X� < 0 O M � °M° J V AI w U Uj LL X X X cn� O o Q CD ¢ J ¢ - z o v H¢ W w W J X 2 M 0 J > W O 0 LU " 0 FINISHED FLOOR CLEAR,LEVEL FLOOR SPACE 1.5% * 36 z MAX SLOPE MIN. PULL SIDE PUSH SIDE z 48" MIN. WHEN DOOR HAS A L 22„ MIN- LATCH & CLOSER 54" MIN. HINGE SIDE APPROACH TOILET PAPER HOLDER DOOR TO COMPLY WITH CBC 604.8.1.2 DISPENSER, SEE CBC 604.7.1 FINISHED FLOOR DOOR PERMITTED TO SWING OVER HATCHED PORTION OF MANEUVERING SPACE 1. MOUNT TOILET PAPER DISPENSER WITHIN 7-9" OF SEAT FRONT TO CENTERLINE AND 19" MIN AFF. ALLOW AT LEAST 1 1/2" CLEAR BELOW GRAB BAR. 2. PROVIDE FLUSH CONTROLS ON WIDE SIDE OF TOILET. 3. FLUSH CONTROLS SHALL NOT OBSTRUCT GRAB BARS WITHIN 1 1/2" BELOW OR 12" ABOVE. 4. FLUSH CONTROLS SHALL NOT REQUIRE GRASPING, PINCHING OR TWISTING TO OPERATE AND SHALL NOT REQUIRE GREATER THAN 5# OF FORCE. 5. FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND. 6. FAUCET CONTROLS SHALL NOT REQUIRE GRASPING, PINCHING OR TWISTING TO OPERATE AND SHALL NOT REQUIRE GREATER THAN 5# OF FORCE. 7. SELF CLOSING FAUCET VALVES SHALL REMAIN OPEN FOR A MIN OF 10 SECONDS. 8. RESTROOM ACCESSORIES - HIGHEST OPERABLE PART SHALL BE 40" MAX. AFF. 9. PROVIDE 5/8" U-SHAPED HANDLE ON INSIDE AND OUTSIDE OF TOILET COMPARTMENT DOOR NEAR THE LATCH. 10, COMPARTMENTS SHALL BE ARRANGED FOR LEFT-HAND OR RIGHT-HAND APPROACH TO THE WATER CLOSET CBC IIB DIVISION 6 CLEAR,LEVEL FLOOR SPACE 1.5% 24" MAX SLOPE i MIN. PULL SIDE PUSH SIDE ,, 24 48" MIN. WHEN mmo, MIN. 5� DOOR HAS A I CLOSER LATCH SIDE APPROACH CBC 11 B-404.2 4" MAX. AT TOILET COMPARTMENT WITHIN A MULTI -ACCOMMODATION FACILITY X. 32" CLR. MIN. z U) cD z W \ C.0 0 o0 z w / � 1 z 00 w J I.-_ F\c!! W J � tr H / 0 vo J _ 00 J 32" MIN. 7L, z � 17" MI42" MIN. 18" MA 12" MIN. 24" MIN. 6" MAX. 36" MIN. 42" MIN. 60" MIN. 66" MIN. @ DRYWALL CONSTRUCTION I I` ALtERNATE DOOR LO ATION, FOR SIDE OPINING DOOR, / SE C3 / GRAB BAR i CENTERLINE OF ROLL PAPER HOLDER WITHOUT STOPS CONTROLS FOR WATER CLOSETS SHALL BE ON THE OPEN SIDE WALL, LAVATORY, OR TOILET PARTITION (WHERE OCCURS) ---AT LEAST ONE SIDE PARTITION SHALL PROVIDE 9" HIGH AND 6" " DEEP TOE CLEARANCE, 16J EXCEPT FOR AT SUPPORTS. MIN. SEE CBC 604.8.1.4 G��S�EYARcy//F R q 018 23 REN. 09/30/27 s�i9TF OF CAOF9� P coar 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 Poj�, H � cgtiFOR� DESCRIPTION: DATE: BID SET 12/15/25 1 PROJECT NUMBER: 230101 SHEET TITLE: ACCESSIBILITY DETAILS SHEET NUMBER: CBC 11 B-604.8 I Tm4 D1 DISABLED ACCESS REQUIREMENTS T-4 SCALE: 1/8"= 1'-0" D3 RESTROOM CLEARANCES T7 4 SCALE: 1/2"= 1'-0" BACK / 22" MIN. CONTROL WALL 23" MAX. 60" MIN. FACE OF FINISH ARCy1T G��_O NOTE: (B) FOLDING SEAT AT 36 x 60 CENTERLINE OF FLEXIBLE HAND-HELD SPRAYER UNIT WITH HOSE DOOR CLOSERS, IF PRESENT, MUST BE SET SO ROLL -IN SHOWER CONTROLS OR HAND- 19" MIN.- 27" MAX. oof AT LEAST 59" LONG THAT CAN BE USED BOTH AS THAT IT TAKES THE DOOR AT LEAST 5 SECONDS HELD SPRAYER BACK / CONTROL WALL A FIXED SHOWER HEAD AND AS A HAND-HELD FROM 90 DEGREES TO 12 DEGREES FROM THE X MOUNTING BRACKET 27" MAX.01 SHOWER 13 LATCH � J REN. 09/30/27 CLOSER NOTE: (`V Q 27 MAX sTgTF INTERIOR DOOR / EXTERIOR DOOR 5 LBS. MAX FIRE J �, 1" 1 1/2" SINGLE LEVER MIXINGVALVE OF CAUF��\P RATED DOOR 15 LBS. MAX FORCE TO OPERATE � =oe 16" MIN. CONTROL _ 1/4" MAX. GRATE a z LL OPERABLE PARTS OF �w w - o o _j OPENINGS, DRAINS FOLDING TO BE FLUSH WITH a 0 o O HARDWARE J z �LL., SEAT, wo FLOOR SURFACE `u co Lu N SEE Lu `" A2 o ¢ LA �- C� L_J coar co <v U) T-5 U- I— O Y DESIGN GROUP v O J / O U can O of FOLDING SEAT a0 = O 9640 GRANITE RIDGE DR, SUITE 130 = ; 2 1/2" MAX 1 1/2" MAX FRONT /SEAT WALL 1/2" MAX. THRESHOLD, WITH ~ Z ~ z O O Q SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com (A) FOLDING SEAT AT 30 x 15" MIN. 24" MIN. MAX. 1:2 SLOPE M z FLOOR 60 ROLL -IN SHOWER 16" MAX. - - co o `? co o O° co NOTES: z 1. WHEN FOLDED, THE SHOWER SEAT DOES NOT EXTEND MORE THAN 6" FROM THE MOUNTING WALL. CLEAR �n: 2. SHOWER SEAT PROVIDES MINIMUM STRUCTURAL STRENGTH TO SUPPORT A 250 LB. POINT LOAD. FLOOR SPACE co I j �p`) 3. GRAB BARS ARE LOCATED ON WALLS ADJACENT TO AND OPPOSITE THE SEAT. FOR SHOWER ELEVATION, BACK CONTROL WALL �(20/6) o�Go� 4. CONTINUOUS L-SHAPED GRAB BAR IS PROVIDED ALONG THE WALLS OPPOSITE FROM AND ADJACENT TO THE SEAT (BUT 60" MIN. REFERENCE MAX 1:50 SLOPE IN ANY DIRECTION 05 NOT TO EXTEND TO INCLUDED THAT PORTION OF WALL OVER THE SEAT. A4 5. THE TOP OF THE SEAT SHALL BE 17" MIN. AND 19" MAX. ABOVE FINISH FLOOR. T-5 6. THE SEAT SHALL BE INSTALLED SO THAT IT EXTENDS TO A POINT WITHIN 3" OF THE COMPARTMENT ENTRY. � Al ACCESSIBLE HARDWARE REQUIREMENTS CBC 11B-404.2.7-2.9 A2 SHOWER SEAT CBC 11B-610.3 % A3 ACCESSIBLE 30 X 60 ROLL -IN SHOWER CBC 11B-608.2.2 A4 ACCESSIBLE 30 X 60 ROLL -IN SHOWER - ELEVATION CBC 11B-608.5.2 T-5 SCALE: 1 /4" = 1'-0" T-5 SCALE: 1" = 1'-0" - SCALE: 3/4" = 1'-0" -5 SCALE: 1 /2" = 1'-0" CENTERLINE OF HAND-HELD FLEXIBLE HAND-HELD SPRAYER MOUNTING BACK WALL SPRAYER UNIT WITH BRACKET HOSE AT LEAST 59" LONG HEADRAIL THAT CAN BE USED BOTH AS A FIXED SHOWER -PILASTER HEAD AND AS AHAND- -DOOR 27" MAX HELD SHOWER 01 PROJECT: 0 16" MIN. Z FIN. FLOOR = 1/4" MAX. GRATE J 01 16" MIN. —SINGLE LEVER MIXING VALVE CONTROL CITY OF NEWPORT BEACH OPENINGS, DRAINS Q- 01 M00 to U- ' o TO BE FLUSH WITH ° a 1" 1 1/2" FLOOR SURFACE cn NEWPORT BEACH FIRE z ° ° 1, z STATION NO. 1 & LIBRARY SEE PLAN FOR HINGE SIDE i AO U-SHAPED HANDLE © LOOP HANDLE ;` FOLDING - 3' 0" CLR 6' "' r' SEAT, SEE '42 100 10 OPENING - � - - ' 110 E BALBOA BLVD T-5 N L -J - w o NEWPORT BEACH, CA 92661 NOTES: Q 1. DOORS TO THE ACCESSIBLE WATER, CLOSET COMPARTMENTS SHALL BE EQUIPPED WITH A SELF CLOSING DEVICE. NOTE: O CITY CONTRACT NO. C-8865-1 IF STANDARD COMPARTMENTS ARE USED, PROVIDE SELF CLOSING DEVICES. IF NON-STANDARD COMPARTMENT DOORSJ THE INSIDE AND OUTSIDE OF THE COMPARTMENT DOORS TO ACCESSIBLE STALLS MUST BE 1/2" MAX. THRESHOLD, O FOLDING O = x z 2. ARE USED, PROVIDE CLEARANCE AT THE STRIKE EDGE. EQUIPPED WITH A LOOP OR U-SHAPED HANDLE NEAR THE LATCH. THE LATCH MUST BE FLIP- SIDE / CONTROL WALL FRONT / SEAT WALL WITH MAX. 1:2 SLOPE Z SEAT '� o ~ Q REQUIRED CLEAR OPENINGS FOR ACCESSIBLE STALL DOORS ARE AS FOLLOWS SIDE ENTRY 34" CLEAR MIN END OVER STYLE, SLIDING OR OTHER HARDWARE OPERABLE W/ONE HAND AND NOT REQUIRING U M ZD co O 3. ENTRY 32" CLEAR MIN. PROVIDE 18x60 DOOR MANEUVERING CLEARANCE ON OUTSWINGING STALL DOORS. TIGHT GRASPING, PINCHING, OR TWISTING TO OPERATE 24" MIN. 36" MIN. 11 co O _ Eo T1 C? °' �WPp 60" MIN. 4. U-SHAPED HARDWARE TO BE PROVIDED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. -------- /loof 55. STALL DOOR CANNOT SWING INTO THE REQUIRED CLEAR FLOOR SPACE AT THE WATER CLOSET. FACE OF FINISH6. 0 FOR SHOWER ELEVATIONS, �CONTR�OLWALL��MAX REFERENCE B4 FRONT / SEAT WALL SIDE 1:50 (2%) SLOPE IN ~ ri T-5 ANY DIRECTION B1 TOILET STALL DOOR CBC 11B-604.8.1.2 B2 TOILET DOOR STALL HARDWARE T-5 SCALE: 1 /4" = 1'-0" B3 ACCESSIBLE 36 X 60 ROLL -IN SHOWER T-5 SCALE: 3/4"= 1'-0" CBC 11B-608.2.3 B4 ACCESSIBLE 36 X 60 ROLL -IN SHOWER - ELEVATIONS T-5 SCALE: 1/2"= 1'-0" CBC 11B-608.5.3 q��FORN�P T-5 SCALE: 1 /4" = 1'-0" 18" MIN. 17" MIN. oe 18" MIN. 17" MIN. dl�59" 25" MAX. ROLLED EDGE MIRROR \4 MIRROR CLR @ FLOOR -MOUNTED TOILET I/ __7 Z_ DOOR TO COMPLY WITH 56" CLR @ WALL MOUNTED TOILET B1 DESCRIPTION: DATE: BID SET 12/15/25 z SOLID SURFACE BACKSPLASH - z CBC 604.8.1.2 T-5 18" MIN. AT LEAST ONE SIDE PARTITION FRONT APPROACH SHALL PROVIDE 9" HIGH AND 6"- N &COUNTERTOP N ------------- - ----------------------- ;�, DEEP TOE CLEARANCE, 32" CLR. MIN. to - - BLOCKING 1 WALL EXCEPT FOR AT SUPPORTS. 8 MIN COUNTER MTD. I I 8" MIN. INSULATE ALL SEE CBC 604.8.1.4 LAVATORY ADJACENT �� INSULATE ALL WALL ? EXPOSED PIPING EXPOSED PIPING ADJACENT z WALL z NO SHARP OR z M coN � ABRASIVE ELEMENTS N \� -NO SHARP OR ABRASIVE N � - �, UNDER LAVATORY M - - - ELEMENTS UNDER 11" MIN. COVER ANGLE z ( cli 60 MIN. - 11" MIN. z 6" MAX LAVATORY (COVER STOPS) _ ANGLE STOPS) - WHEN DOOR SWINGS IN N z CDa, z 30" X 48" MIN. CLEAR zo 30" X 48" MIN. CLEAR FLOOR SPACE DOOR PERMITTED TO 24" MIN. M FLOOR SPACE REACH TO SWING OVER HATCHED ? 7 -9 L OPERABLE PARTS - z x PORTION OF - NOTE: NOTE: MANEUVERING SPACE 1. THE ACCESSIBLE LAVATORIES SHALL COMPLY WITH THE FOLLOWING: 1. THE ACCESSIBLE LAVATORIES SHALL COMPLY WITH THE FOLLOWING: A. THE FAUCETS CONTROLS, AND OPERATING MECHANISM ARE: A. THE FAUCETS CONTROLS, AND OPERATING MECHANISM ARE: 1. THE TYPE WHICH DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE 1. THE TYPE WHICH DOES NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE 36" MIN. 42" MIN. 12" MAX. WRIST & BE OPERABLE W/ONE HAND. WRIST & BE OPERABLE W/ONE HAND. _ 2. HAS AN OPERATING FORCE OF LESS THAN OR EQUAL TO 5 LBS. 2. HAS AN OPERATING FORCE OF LESS THAN OR EQUAL TO 5 LBS. WHEN DOOR SWINGS IN 54"MIN. `o B. IF SELF -CLOSING VALVES ARE USED, THEY SHALL REMAIN OPEN FOR GREATER THAN 10 SECONDS. B. IF SELF -CLOSING VALVES ARE USED, THEY SHALL REMAIN OPEN FOR GREATER THAN 10 SECONDS. C. CLEAR FLOOR SPACE NOT TO EXTEND MORE THAN 19" UNDER LAVATORY. C. CLEAR FLOOR SPACE NOT TO EXTEND MORE THAN 19" UNDER LAVATORY. C C1 COUNTER MOUNTED LAVATORY CBC 11B-306 62 WALL MOUNTED LAVATORY CBC 11B-306 T-rj SCALE: 3/4" = 1'-0" C3 TOILET STALL - SIDE OPENING CBC 11B-604.8 T-5 SCALE: 3/4" = 1'-0" -rj SCALE: 1 /2" = 1'-0" 36„ PROVIDE MINIMUM 27" HIGH, 30" c ��Ty WIDE, 19" DEEP KNEE CLEARANCE AT FORWARD APPROACH (NOT REQUIRED AT PARALLEL c APPROACH) 27" MIN. PROJECT NUMBER: WHERE A SINGLE COUNTER 34" MAX. MINIMUM HEIGHT OF CONTAINS MORE THAN ONE HEIGHT KNEE CLEARANCE AT TRANSACTION STATION, SUCH AS 230101 SINK 27" MIN. TABLE OR COUNTER (BUT NOT LIMITED TO) A BANK 34" � 6-1/2" MAX. DEPTH HEIGHT: 28" MIN. TO COUNTER WITH MULTIPLE TELLER MAX. ��, '� OF SINK MINIMUM 30 X 48 CLEAR SPACE FOR ,- WINDOWS OR RETAIL SALES SHEET TITLE: FRONT APPROACH. CLEAR FLOOR ,'' 34" MAX. COUNTER WITH MULTIPLE CASH 3� MAXIMUM HEIGHT TO SPACE ADJOINS AN ACCESSIBLE �,\ I ,,'' REGISTER STATIONS, AT LEAST 5 ACCESSIBILITY ROUTE. PERCENT (5%), BUT NEVER LESS COUNTER OR RIM ,- THAN ONE, OF EACH TYPE OF DETAILS ,- MIN. STATION SHALL BE LOCATED AT A - SECTION OF COUNTER THAT IS AT 48 LEAST 36" LONG AND NO MORE THAN '►iiN ,, NOTES: 28"-34" HIGH MINIMUM 30" X 48" 19" ABSOLUTE DEPTH OF 1. WHERE FOOD OR DRINK IS SERVED AT COUNTERS EXCEEDING 34" IN HEIGHT FOR CONSUMPTION BY CUSTOMERS CLEAR SPACE FOR KNEE / TOE CLEARANCE SEATED OR STANDING AT THE COUNTER, A PORTION OF THE MAIN COUNTER WHICH IS 60" MINIMUM IN LENGTH SHALL BE FRONT APPROACH PROVIDED. MINIMUM 48" X 3-" CLEAR SPACE FOR PARALLEL 2. WHEN A PARALLEL APPROACH IS PROVIDED KNEE CLEARANCE IS NOT REQUIRED. APPROACH. CLEAR FLOOR SPACE ADJOINS AN 3. PARALLEL APPROACH IS ALLOWED AT SALES AND SERVICES COUNTERS, NOT DINING AND WORK SURFACES. SEE NOTE: ACCESSIBLE ROUTE. SHEET NUMBER: D3 1. THE ACCESSIBLE COUNTERS SHALL BE THE SAME DEPTH AS STANDARD COUNTERS T-5 2. PARALLEL APPROACH IS NOT ALLOWED AT DINING AND WORK SURFACES Tm5 D1 ACCESSIBLE SINK CBC 11B-606 D2 ACCESSIBLE TABLE OR COUNTER WITH FORWARD APPROACH CBC 11B-902 T-5 SCALE: N.T.S. D3 ACCESSIBLE SALES COUNTER WITH PARALLEL APPROACH CBC 11B-902 T-5 SCALE: N.T.S. - SCALE: N.T.S. z m z � _O ARC,,11T ��'� � _ 018 23 p to REN. 09/30/27 sTgTF OF CAUF()��P 4 42" MIN. 42" MIN. 36" MIN. 36" MIN. coar 'X<48" DESIGN GROUP X<48„ CLEAR WIDTH AT 180 DEGREE TURN WHERE X < 48" 9640 GRANITE RIDGE SUITE 130 SAN DIEGO, CA 92123 92 619.698.9177 I www.coargroup.com Z_ co M 4 36" MIN. X > 48" 36" MN. CLEAR WIDTH AT 180 DEGREE TURN WHERE X > 48" Al TURNS AROUND AN OBSTRUCTION CBC 11B-403.5.2 PROJECT: T-6 SCALE: NTS CITY OF NEWPORT BEACH 1 1/2 -STAINLESS GYP. WALL BOARD STEEL PIPE * 1 1/2" HANDRAIL 2x STUD WALL PER PLAN NEWPORT BEACH FIRE MIN. STATION NO. 1 & LIBRARY ATTACH HAND RAIL THRU WALL W/ MOUNTING SCREWS TO 2x WOOD 110 E BALBOA BLVD BLOCKING SECURELY FASTENED O BETWEEN STUDS AS REQUIRED NEWPORT BEACH, CA 92661 Lu o Q CITY CONTRACT NO. C-8865-1 * zz HANDRAIL GRIPPING SURFACES W/ A 00 CIRCULAR CROSS SECTION SHALL HAVE `' ¢ AN OUTSIDE DIAMETER OF 1 1/4"MIN. ��WP0 M AND 2" MAX. HANDRAIL GRIPPING SURFACES WITH A NON -CIRCULAR CROSS SECTION SHALL HAVE A PERIMETER DIMENSION OF 4"MIN AND 6 1/4" MAX AND A CROSS SECTION V DIMENSION OF 2 1/4" MAX. B1 STAIR HANDRAIL CBC 11B-505 ,9��FpRN�P T-6 SCALE: 3" = 1'-0" AREA OF REFUGE*** WIDTH OF STAIR * NOTE: INTERIOR STAIRS SHALL HAVE GUARDS SHALL NOT HAVE DESCRIPTION: DATE: THE UPPER APPROACH AND LOWER OPENINGS WHICH ALLOW - - - TREAD MARKED BY A STRIPE IF VERTICAL CLEARANCE OF AN AREA ADJOINING AN ACCESSIBLE PASSAGE A SPHERE 4" BID SET 12/15/25 PROVIDING CLEAR VISUAL CONTRAST. \` ROUTE IS REDUCED TO LESS THAN 80 INCHES (NOMINAL DIMENSION), IN DIAMETEERR X EXTERIOR STAIRS SHALL HAVE THE A BARRIER TO WARN BLIND OR VISUALLY -IMPAIRED PERSONS SHALL 30""x48« ' UP ` UPPER APPROACH AND ALL TREADS BE PROVIDED. 36" MIN. L J MARKED BY A STRIPE PROVIDING oe CLEAR VISUAL CONTRAST. A c� THE STRIPE SHALL EXTEND THE FULL 30"x48" i WIDTH OF THE STEP OR UPPER J LANDING* APPROACH AND SHALL BE OF a PROTECT THIS AREA FROM CROSS IL J MATERIAL THAT IS AS SLIP RESISTANT TRAFFIC DN ,' AS THE OTHER TREADS OF THE STAIR. X N z ` ' A PAINTED STRIPE IS ACCEPTABLE. - Y (CBC 11B-504.4.1) M ** NOTE: TO BE CONSIDERED PART OF AN ACCESSIBLE MEANS OF EGRESS, 36" MAX. CORNER WORK CORNER WORK SURFACE SURFACE A MINIMUM CLEAR WIDTH OF 48" BETWEEN HANDRAILS SHALL BE Is PROVIDED. IF BUILDING IS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM, THE 48" CLEAR DISTANCE BETWEEN HANDRAILS IS NOT i GUARDS SHALL BE LOCATED ALONG OPEN -AO GUARD ELEVATION REQUIRED � SIDED WALKING SURFACES, INCLUDING MEZZANINES, EQUIPMENT PLATFORMS, o w *** NOTE: AREA OF REFUGE NOT REQUIRED IN STAIRWAY IF THE BUILDING IS of Of STAIRS, RAMPS, AND LANDINGS THAT ARELOCATED EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM MORE THAN 30 INCHES MEASURED a � N VERTICALLY TO THE FLOOR OR GRADE 9 o NOTE: INNER HANDRAILS AT LANDINGS THAT DOUBLE BACK OR BELOW. w o IMMEDIATELY TURN SHALL BE CONTINUOUS AND SHALL BE CONTINUOUS > 2" MIN. TO AND SHALL NOT EXTEND INTO LANDING OR PATH OF TRAVEL ► 4" MAX. CANE DETECTION AREA STRIP WIDTH X: EXTENSION OF THE HANDRAIL SHALL BE EQUAL TO THE TREAD WIDTH C2 CANE DETECTION AT OVERHEAD HAZARD CBC 118 307.4 C3 GUARD DETAIL CBC 1015 C4 ELECTRICAL RECEPTACLES AT CORNER WORKSURFACES CBC 11B-205.1 PLUS 12 INCHES TO THE END OF THE LEVEL PORTION OF THE HANDRAIL - SCALE: 1/2" = 1 '-0" 1" MAX. FROM T-6 SCALE: 1/4" = 1'-0" SCALE: 3/4" = 1 '-0" EDGE OF Y: EXTENSION OF HANDRAIL SHALL BE 12" FROM EDGE OF NOSING TREAD 18" TO 19" ** AT ALL ALCOVES DEEPER THAN 24" ADDITIONAL 6" MANEUVERING CLEARANCE IS 5"MAX 15"MIN. REQUIRED, SEE CBC 11B-305.7 Y RADIUS 48" MIN. 5/8" TYPE "X" GYP. BD. BOTH 5/8" TYPE "X" GYP. BD. BOTH 1/2" MAX. 300 MAX. SIDES SIDES 1�Ml X STUDS W/ INSULATION STUDS W/ INSULATION 12" MIN. X X x PROVIDE 4x4 BLOCKING W/ _ Q Q Q _ C=qT SIMPSON A34 CLIP T & B EACH 2 END PROJECT NUMBER: Q Q 00 cN co � � a 'v 1 1/4" MAX. � ( o MOUNTING BRACKETS PER SPEC 2ND LAYER 5/8" TYPE "X" GYP. BD. LINING (EXCEPT AT FIRE RATED WALLS) A - 230101 ,� m 00 "' �' (A) (B) co '� c) M `� � FIRE EXTINGUISHER, MOUNT 48" R RECESSED FIRE EXTINGUISHER co A O° A RADIUS OF TREAD EDGE ANGLED RISER n MAX. A.F.F. TO TOP OF HANDLE OR HIGHEST OPERABLE PART n CABINET -48" MAX. A.F.F. TO TOP OF HANDLE OR SHEET TITLE: (TYPICAL FOR ALL PROFILES) I ( ) 8" MIN. - KNEE 6" MAX. TOE CLEARANCE HIGHEST OPERABLE PART) ACCESSIBILITY EXTENSION AT BOTTOM OF RUN EXTENSION AT TOP OF RUN CLEARANCE 11"MIN 9"MIN 11/4"MAX. 18" MIN. ** DETAILS A - TREAD DEPTH (11" MIN.) A- TREAD DEPTH (11" MIN.) 17" MIN. * EQUIPMENT PERMITTED IN All B RISER HEIGHT (4" MIN., 7" MAX.) B RISER HEIGHT (4" MIN., 7" MAX.) SHADED AREA L L �� NOTE: X - THE MINIMUM HANDRAIL EXTENSION Y - THE MINIMUM HANDRAIL EXTENSION DEPTH �L 1. CONFORM ALL REQUIREMENTS OF 12 INCHES PLUS THE WIDTH OF TREAD REQUIRED AT EACH TOP RISER SPOUT HEIGHT AND KNEE CLEARANCE AT DRINKING FOUNTAINS CLEAR FLOOR SPACE AT DRINKING FOUNTAIN OF #10 NFPATITLE 19 CCR &LOCAL REQUIRED AT EACH BOTTOM RISER ALCOVES *** SPOUT HEIGHT FOR STANDING PERSONS SHALL BE O N 4" MAX . FIRE MARSHALL REQUIREMENTS 38"HIGH MIN. AND 43"HIGH MAX. Z X U- 2. OPERABLE PARTS SHALL BE NOTES: Q " 2 OPERABLE W/ ONE HAND AND SHALL 1. HANDRAILS TO BE PROVIDED AT EACH SIDE OF STAIRWAY FLIGHT. HANDRAILS SHALL RETURN SMOOTHLY TO FLOOR, WALL OR POST. 1 1/4" MAX. NOTE: THE FLOW OF WATER SHALL BE ACTIVATED BY A MANUALLY OPERATED SYSTEM THAT IS FRONT OR SIDE MOUNTED AND O O NOT REQUIRE TIGHT GRASPING, 2. ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS AND UNIFORM TREAD DEPTHS. LOCATED WITHIN 6" OF THE FRONT EDGE OF THE FOUNTAIN. THE SPOUT SHALL PROVIDE A FLOW OF WATER 4" HIGH MIN. AND SHALL BE 0, PINCHING OR TWISTING OF THE SHEET NUMBER: 3. ALL TREAD SURFACES AND STRIPING MATERIAL SHALL BE SLIP -RESISTANT. (C) (D) LOCATED 5"MAX FROM THE FRONT OF THE UNIT. THE ANGLE OF THE WATER STREAM SHALL BE MEASURED HORIZONTALLY FROM THE WRIST. THE FORCE REQUIRED TO 4. OPEN RISERS ARE NOT PERMITTED. CURVED NOSING BEVELED NOSING FRONT. WHERE SPOUTS ARE LESS THAN 3" FROM THE FRONT THE ANGLE OF WATER SHALL BE 30 DEGREES MAX. WHERE SPOUTS ARE it ACTIVATE OPERABLE PARTS SHALL BE 5. STAIR TREADS AND RISERS SHALL BE OF UNIFORM SIZE AND SHAPE. THE TOLERANCE BETWEEN THE LARGEST AND SMALLEST RISER BETWEEN 3"-5" FROM FRONT THE ANGLE OF WATER SHALL BE 15 DEGREES MAX. 5LBS MAX. HEIGHT OR TREAD DEPTH SHALL NOT EXCEED 3/8" PER CBC 1011.5.4. Tm6 D1 \ STAIRWAY TREADS, RISERS AND HANDRAIL EXTENSIONS CBC 11B-504 D2 STAIR NOSINGS CBC 11B-504.5 D3 DRINKING FOUNTAIN CBC 11B-602 D4 FIRE EXTINGUISHER CABINET T-6 SCALE: 1/4" = 1'-0" T-6 SCALE: 1" = 1'-0" - SCALE: 1/2" = 1'-0" - SCALE: 1" = 1'-0" > c INSTALLATION: SIGNS TO BE INSTALLED SO THAT TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48" MINIMUM ABOVE FINISH FLOOR MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60" MAXIMUM ABOVE FINISH FLOOR MEASURED FROM THE HIGHEST LINE OF RAISED CHARACTERS. Al RESTROOM SIGNAGE T-7 SCALE: 1 1/2" = 1'-0" COLOR OF PICTOGRAM: PICTOGRAMS & THEIR FIELD SHALL HAVE A NON - GLARE FINISH. PICTOGRAMS SHALL CONTRAST W/ THEIR FIELD W/ EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR A DARK PICTOGRAM ON A LIGHT FIELD. TEXT: 5/8" HIGH MINIMUM -2" MAXIMUM, UPPERCASE SANSERIF 1/32" RAISED LETTERS POSITIONED DIRECTLY BELOW PICTOGRAM BUT NOT IN PICTOGRAM FIELD 1/4" THICK SOLID PLASTIC SIGN - ATTACH W/ADHESIVE, COLOR TO MATCH TEXT GRADE 2 BRAILLE -\ O U- '9u- 0o Q V INSTALLATION: 58-60" CENTERED ABOVE FINISH FLOOR, CENTER OF DOOR NOTES: 1, PICTOGRAM AND TEXT SHOWN IS FOR UNISEX RESTROOM. AT MEN'S AND WOMEN'S RESTROOM ADJUST PICTOGRAM AND TEXT TO MATCH, SEE A3/T-7 2, EDGES OF SIGNS SHALL BE ROUNDED, CHAMFERED OR EASED. CORNERS OF SIGNS SHALL HAVE A MINIMUM RADIUS OF 1/8 INCH. THE STAIRWAY'S UPPER TERMINUS LETTERS DESIGNATING THE SHALL BE PLACED UNDER THE IDENTIFICATION OF THE STAIR STAIRWAY IDENTIFICATIONS ENCLOSURE SHALL BE PLACED AT 18" MIN. THE TOP OF THE SIGN NUMBER DESIGNATING THE FLOOR N z LEVEL SHALL BE LOCATED IN THE CENTER F THE SIGN. THE MEZZANINE WEST STAIR" LEVELS SOHALL HAVE THE LETTER M" PRECEDING THE FLOOR LEVEL. NO ROOF ACCESS BASEMENT LEVELS SHALL HAVE THE LETTER "B" PRECEDING THE FLOOR NUMBER z z � CV Bl THROUGH 4 LOWER AND UPPER TERMINUS OF THE 0 00 0 00 000000 FOR BRAILLE AND OTHER STAIRWAY 0 0 00 00 0 o IDENTIFICATION SIGNAGE REQUIREMENTS, SEE C� NOTES: 1. TACTILE FLOOR IDENTIFICATION SIGNS SHALL BE LOCATED AT THE LANDING OF EACH FLOOR LEVEL, PLACED ADJACENT TO THE DOOR ON THE LATCH SIDE, IN ALL ENCLOSED STAIRWAYS IN BUILDINGS TWO OR MORE STORIES IN HEIGHT TO IDENTIFY THE FLOOR LEVEL. 2. AT THE EXIT DISCHARGE LEVEL, THE SIGN SHALL INCLUDE A RAISED FIVE POINTED STAR LOCATED TO THE LEFT OF THE IDENTIFYING FLOOR LEVEL. THE OUTSIDE DIAMETER OF THE STAR SHALL BE THE SAME AS THE HEIGHT OF THE RAISED CHARACTERS 3. FOR OTHER SIGNAGE REQUIREMENTS REFERENCE CBC SEC. 11B-703 / B1 \ FLOOR IDENTIFICATION SIGNAGE T-7 % SCALE: 1 1/2" = 1'-0" WHEN SIGNS IDENTIFY PERMANENT ROOMS AND SPACES OF A BUILDING, THEY SHALL COMPLY WITH THE FOLLOWING: 1. FINISHAND CONTRAST. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON -GLARE FINISH. CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. 2. PROPORTIONS. CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "0" IS 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "1". 3. RAISED CHARACTERS AND PICTOGRAM SYMBOL SIGNS. WHEN RAISED CHARACTERS ARE REQUIRED OR WHEN PICTORIAL SYMBOLS (PICTOGRAMS) ARE USED ON SUCH SIGNS, THEY SHALL CONFORM TO THE FOLLOWING: A. CHARACTER STYLE. CHARACTERS SHALL BE SANS SERIF. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. B. CHARACTER HEIGHT. CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8" MIN. AND 2" MAX. BASED ON THE HEIGHT OF THE UPPERCASE LETTER "I". C. PICTORIAL SYMBOLS. PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6" MIN. CHARACTERS AND BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD. D. CHARACTER PLACEMENT. BRAILLE SHALL BE POSITIONED BELOW CORRESPONDING TEXT IN A HORIZONTAL FORMAT, FLUSH LEFT OR CENTERED. IF TEXT IS MULTI -LINED, BRAILLE SHALL BE PLACED BELOW ENTIRE TEXT, AND SEPARATED 3/8" MIN. AND 1/2" MAX. FROM ANY OTHER TACTILE CHARACTERS AND 3/8" MIN. FROM RAISED BORDERS AND DECORATIVE ELEMENTS. 4. BRAILLE. CONTRACTED GRADE 2 BRAILLE SHALL BE PLACED A MIN. OF 3/8" AND A MAX. OF 1/2" DIRECTLY BELOW THE TACTILE CHARACTERS; FLUSH LEFT OR CENTERED. WHEN TACTILE TEXT IS MULTILINED, ALL BRAILLE IS PLACED BELOW ALL LINES OF TACTILE TEXT. DOTS SHALL BE 1/10" ON CENTER IN EACH CELL WITH 3/10" SPACE BETWEEN CELLS. DOTS SHALL BE RAISED 0.025" MIN.- 0.037"MAX. ABOVE THE BACKGROUND. BRAILLE DOTS SHALL BE DOMED OR ROUNDED. THE INDICATION OF AN UPPERCASE LETTER OR LETTERS SHALL ONLY BE USED BEFORE THE FIRST WORD OF SENTENCES, PROPER NOUNS AND NAMES, INDIVIDUAL LETTERS OF THE ALPHABET, INITIALS, AND ACRONYMS. 5. MOUNTING LOCATIONAND HEIGHT. SIGNS TO BE MOUNTED ON WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. MOUNTING HEIGHT TO BE 48" MINIMUM FROM THE BASELINE OF THE LOWEST BRAILLE CELLS TO 60" MAXIMUM AFF TO THE HIGHEST LINE OF RAISED CHARACTERS. SIGNS TO BE MOUNTED SO AS TO AVOID THE SWING OF A DOOR OR PROTRUDING OBJECT. SEE B_3 T-7 Cl IDENTIFICATION SIGNS T-7 SCALE: NTS co 6". VERTICES OF TRIANGLE SHALL BE LOCATED 1/4" MAX FROM THE EDGE OF THE CIRCLE ON UNISEX SIGNAGE 1/4" THICK SOLID PLASTIC SIGN - ATTACH W/ADHESIVE, COLOR TO MATCH PT-1 AT UNISEX, AT WOMEN'S 1/4" - WIDE RAISED 1/32" (EQ TRIANGLE OR CIRCLE AS OCCURS) CIRCLE TO CONTRAST WITH DOOR. TRIANGLE TO CONTRAST WITH CIRCLE 1/4" THICK 12" EQUILATI TRIANGLE COLOR TO CONTRAST W/ DOOR LETTERS 1/32" RAISED. CONTRASTING W/ BACM COLOR TO CONTRAST' COLOR CBC 118 703.7 A3 DOOR MOUNTED TOILET ROOM SIGNAGE T-7 SCALE: 1 1/2" = 1'-0" A SYMBOL PROPORTIONS B DISPLAY CONDITIONS THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE COLOR NO.15090 IN FEDERAL STANDARD 595C. NOTE: PROVIDE ACCESSIBILITY SIGN AT ALL ACCESSIBLE ENTRANCE DOORS CBC 11B-504.8 B2 INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGNAGE CBC 11B-703.7.2.1 T-7 SCALE: NTS WHEN SIGNS DIRECT TO OR GIVE INFORMATION ABOUT PERMANENT ROOMS AND FUNCTIONAL SPACES OF A BUILDING OR SITE, THEY SHALL COMPLY WITH THE FOLLOWING: 1. FINISHAND CONTRAST. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON -GLARE FINISH. CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. 2. PROPORTIONS. CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "0" IS 60 PERCENT MINIMUM TO 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I". 3. CHARACTER HEIGHT. MINIMUM CHARACTER HEIGHT SHALL COMPLY WITH TABLE 11B-703.5.5. VIEWING DISTANCE SHALL BE MEASURED AS THE HORIZONTAL DISTANCE BETWEEN THE CHARACTER AND AN OBSTRUCTION PREVENTING FURTHER APPROACH TOWARDS THE SIGN. CHARACTER HEIGHT SHALL BE BASED ON THE UPPERCASE LETTER "I". SEE C4 T-7 llB-703 C2 DIRECTIONAL AND INFORMATIONAL SIGNS T-7 / SCALE: NTS SIGN i w w 18" WIDE x 18" DEEI o �o J CLEAR FLOOR SPAC ow m REQUIRED AT SIGH Zo O AO WALL MOUNTED SIGNS © DOOR MOUNTED SIGNS T"".ET ROOM JAGE X 0 om H 0 v_ 0 LETTERS 1/32" RAISED. CONTRASTING W/ BACN THICK 12" DIA. COLOR 1 DOOR ACTIVE ACTIVE J - J LEAF LEAF wca i � Q � m CBC 11 B-703.7.2.E SIGN \�� EYAq cy/�F` --A 018 23 REN. 09/30/27 s�q�F OF CAL�F��P cDar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com 18" WIDE x 18" DEEP ACTIVE PROJECT: CLEAR FLOOR SPACE LEAF REQUIRED AT SIGN / CITY OF NEWPORT BEACH NOTES: 1. ALL SIGNAGE SHALL CONFORM TO CBC & ADAAG 2. SEE DOOR SCHEDULE FOR LOCATIONS AND TEXT 3. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAF THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18" MINIMUM BY 18" MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. SIGNS IDENTIFYING PERMANENT ROOMS AND SPACES SHALL BE LOCATED AT THE ENTRANCE TO AND OUTSIDE OF THE ROOM OR SPACE. WHERE PROVIDED SIGNS IDENTIFYING EXITS SHALL BE LOCATED AT THE EXIT DOOR WHEN APPROACHED IN THE DIRECTION OF EGRESS TRAVEL. B3 \ SIGNAGE DETAIL T-7 / SCALE: 1/4" = l'-0" WHEN SIGNS IDENTIFY, DIRECT TO, OR GIVE INFORMATION ABOUT ACCESSIBLE ELEMENTS AND FEATURES OF A BUILDING OR SITE, THEY SHALL INCLUDE THE APPROPRIATE SYMBOL OF ACCESSIBILITY AND SHALL COMPLY WITH THE FOLLOWING: 1. FINISHAND CONTRAST. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON -GLARE FINISH. CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. 2. SYMBOLS OF ACCESSIBILITY. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS. (CBC SEC. 11B-703.7.2.1). SEE SYMBOL ON CBC 11B-703.5 C3 ACCESSIBILITY SIGNS_ \ T-7 % SCALE: NTS BACK PAINT PT PT TACTILE LETTERS 3 1/4" THICK CLEAR A RYLIC, BACKPAINTED PT BRAILLE Ct EXIT ROUTE TACTILE LETTERS LEFT JUSTIFY SIGN TEXT AND BRAILLE M _ BRAILLE FOR ADDITIONAL IDENTIFICATION SIGNAGE REQUIREMENTS, REFERENCE C� 6„ � T-7 .11 TACTILE EXIT SIGNS SHALL BE REQUIRED AT THE FOLLOWING LOCATIONS: 1. EACH GRADE -LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORD, "EXIT". 2. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE -LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE: A. "EXIT STAIR DOWN" B. "EXIT RAMP DOWN" C. "EXIT STAIR UP" D. "EXIT RAMP UP" 3. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE -LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE". 4. EACH EXIT ACCESS DOOR FROM AND INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE". 5. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A SIGN WITH THE WORDS, "TO EXIT". 6. BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT IN A HORIZONTAL FORMAT, FLUSH LEFT OR CENTERED. IF TEXT IS MULTI -LINED, BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT. BRAILLE SHALL BE SEPARATED 3/8 INCH (9.5 MM) MINIMUM AND 1/2 INCH (12.7 MM) MAXIMUM FROM ANY OTHER TACTILE CHARACTERS AND 3/8 INCH (9.5 MM) MINIMUM FROM RAISED BORDERS AND DECORATIVE ELEMENTS. D3 TACTILE EXIT SIGNS CB T-] SCALE: 3" = 1'-T IIB- HEIGHT TO FINISH FLOOR OR GROUND FROM HORIZONTAL MINIMUM BASELINE OF CHARACTER VIEWING DISTANCE CHARACTER HEIGHT LESS THAN 72 INCHES 5/8 INCH 40 INCHES TO LESS THAN OR EQUAL 5/8 INCH PLUS TO 72 INCHES 1/8 INCH PER FOOT OF 70 INCHES AND GREATER VIEWING DISTANCE ABOVE 72 INCHES LESS THAN 180 INCHES 2 INCHES GREATER THAN 70 INCHES TO 2 INCHES PLUS LESS THAN OR EQUAL 180 INCHES 1/8 INCH PER FOOT OF TO AND GREATER VIEWING DISTANCE 120 INCHES ABOVE 180 INCHES LESS THAN 21 FEET 3 INCHES GREATER THAN 120 INCHES 21 FEET 3 INCHES PLUS 1/8 INCH PER FOOT OF AND GREATER VIEWING DISTANCE ABOVE 21 FEET C4 VISUAL CHARACTER HEIGHT TABLE T-7 SCALE: NTS LENGTH AS REQUIRED 0 w � G✓ _ ED w w = G✓ U) a CORRESPONDING GRADE II BRAILLE \ CBC 11 B-703.4 NOTE: THE MINIMUM HEIGHT IS MEASURED USING AN UPPERCASE LETTER "I". LOWER CASE CHARACTERS ARE PERMITTED. VIEWING DISTANCE SHALL BE MEASURED AS THE HORIZONTAL DISTANCE BETWEEN THE CHARACTER AND AN OBSTRUCTION PREVENTING FURTHER APPROACH TOWARDS THE SIGN. 11B- LETTERS AND NUMERALS SHALL BE RAISED 1/32" MINIMUM, UPPER CASE, SAN SERIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE II BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST 5/8" HIGH, BUT NO HIGHER THAN 2" FOR OTHER IDENTIFICATION SIGNAGE REQUIREMENTS, SEE C� T-7 NOTES: 1. REFER TO DOOR SCHEDULE FOR SIGN LOCATION AND VERBIAGE. VERIFY ALL TEXT WITH ARCHITECT PRIOR TO FABRICATION. 2. REFER TO SIGNAGE DETAIL ON ARCHITECTURAL SHEETS FOR SPECIFIC SIGN DESIGN, COLORS AND FINISHES. D4 ROOM IDENTIFICATION SIGNAGE T-] SCALE: 1 1/2" = 1-0" NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 W PO4 H V cgt�FOR� DESCRIPTION: BID SET PROJECT NUMBER: 230101 DATE: 12/15/25 1 SHEET TITLE: SIGNAGE ACCESSIBILITY DETAILS SHEET NUMBER: Tm7 NOTE 1: WHERE DOORS ARE LOCATED ADJACENT TO A RAMP LANDING, MANEUVERING NOTE 2: MAXIMUM HORIZONTAL DISTANCE OF EACH RAMP AND RUN VARY. MAX RUN 30'-0" NOTE: SLOPE OF LANDING CLEARANCES REQUIRED SHALL BE PERMITTED TO OVERLAP THE REQUIRED LANDING NOTE 3: RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12 AREAS DO NOT EXCEED 2% GF�c'�pYARC1,1 AREA. DOORS WHEN FULLY OPEN SHALL NOT REDUCE THE REQUIRED RAMP LANDING NOTE 4: CROSS SLOPE OF RAMPS SHALL NOT BE STEEPER THAN 1:48 IN ANY DIRECTION NOTE: SLOPE OF LANDING AREA DOES NOT EXCEED WIDTH BY MORE THAN 3". DOORS IN ANY POSITION, SHALL NOT REDUCE THE MIN. NOTE 5: LANDINGS SHALL COMPLY W/ SECTION I IB-405.7 &1113-302. CHANGES IN LEVEL ARE IN ANY DIRECTION DIMENSION OF THE RAMP LANDING TO LESS THAN 42" NOT PERMITTED. 60"MIN. 4g„ M//�/ O�S\\O�2% 7-�- * 18 23 0 ,N OC��G� �� REN. 09/3 60' MAN' MW. M1N. 66„ SEE SEEN �E 1 60, M/N t�� G02- �\O� ,At\ O(N �P��O� 4g"" P sTgTF T NpTE 2 OTE 1 6 O1E 2 1 M1N. SEE SEEN 60„M/� MAN• N SEENsEeOZE2 SEENOTE 60„M/� OF CAOF() OTE 6p„ T2' 2 NOT 2 SEEN T2' MAN• �10\�P83 ° 3/MAX T2' MAN 6o""Ml NOTE: COUNTER SLOPES OF cDar TOP O/ 48" MIN. LANDING R Qp NOTE: COUNTER SLOPES OF g.33°I° MAX R� �� ADJOINING GUTTERS & ROAD ADJOINING GUTTERS & ROAD M SURFACES ADJACENT TO 8, AN TOP INTERMEDIATE LEVEL LANDING LANDING INTERMEDIATE TURNING SPACE/LANDING �� 0 SURFACES ADJACENT TO AND R� WITHIN 24" OF CURB RAMP N$ AND WITHIN 24" OF A CURB RAMP SHALL NOT BE DESIGN GROUP 60 , l2 0M.44g""M/N INTERMEDIATE LEVEL LANDING M/ 1 60, N N /�j/h �\� SHALL NOT BE STEEPER THAN bS 1:20 STEEPER THAN 1:20 10°I°MAX' 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 �48"BOTTOM LEVEL LANDING M/ C4R. 48' MAN NOTE: SURFACE WILL REQUIRE 36" SECTION OF TRUNCATED DOMES IF FLAT TRAVEL SURFACE 1 p 1 NOTES: 619.698.9177 I www.coargroup.com CpR. ADJOINS VEHICULAR TRAFFIC WAY, SEE B1 1. THE CROSS SLOPE OF CURB RAMPS AND BLENDED TRANSITIONS SHALL BE 1:48 MAXIMUM. 2. FINISHED SURFACE OF RAMP IS STABLE, FIRM, AND SLIP RESISTANT. SEE B4/T-8 FOR RAMP HANDRAIL NOTE 7: RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A NOTE 8: PROVIDE A LEVEL RESTING AREA 5 FEET IN LENGTH FOR CONTINUOUS T_8 NOTES: 3. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. CLEAR LANDING 72" MINIMUM BY 72" MINIMUM. GRADIENT WALKS AT INTERVALS OF 400 FEET MAXIMUM 1. THE CROSS SLOPE OF CURB RAMPS AND BLENDED TRANSITIONS SHALL BE 1:48 MAXIMUM. COUNTER SLOPES SHALL NOT BE STEEPER THAN 1:20 WITHIN 24" OF CURB RAMP. 4. DETECTABLE WARNING SURFACE IS REQUIRED ON SHADED PORTION OF THE RAMP. DETECTABLE WARNINGS SHALL 2. FINISHED SURFACE OF RAMP IS STABLE, FIRM, AND SLIP RESISTANT. EXTEND 36" IN THE DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH OF THE RAMP RUN (EXCLUDING STRAIGHT RAMP RUN RAMP WITH TURNING PLATFORM RAMP WITH INTERMEDIATE SWITCH -BACK PLATFORM 3. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. FLARED SIDES) SEE (WHEN DIRECTION OF RAMP CHANGES 30 DEGREES OR MORE) COUNTER SLOPES SHALL NOT BE STEEPER THAN 1:20 WITHIN 24" OF CURB RAMP. Bl T-8 Al RAMP DETAILS CBC 11B-405 �A3 PARALLEL CURB RAMP CBC 11B-406.3 �A4 PERPENDICULAR CURB RAMP CBC 11B-406.2 T-$ SCALE: N.T.S. T-8 SCALE: N.T.S. T-$ SCALE: N.T.S. NOTE 1: DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A BASE DIAMETER OF 0.9" MIN-0.92" MAX, TAPERING NOTES: TO 0.45" MIN-0.47" MAX AT THE TOP, A HEIGHT OF 0.2" AND A CENTER TO CENTER SPACING OF 2.3" MIN-2.4" MAX AND A BASE TO BASE SPACING 1. WHERE NEW ELECTRICAL VEHICLE CHARGING STATIONS (EVCS) ARE ADDED TO A FACILITY WITH EXISTING, REQUIREMENTS SHALL OF 0.65" MIN MEASURED BETWEEN THE MOST ADJACENT DOMES ON A SQUARE GRID. CENTER TO CENTER SPACING OF 1.6" MIN AND 2.4" MAX APPLY ONLY TO EXISTING. 12"MIN. ACCEPTABLE FOR DOMES IN RADIAL PATTERN. 2. DETECTABLE WARNINGS SHALL NOT BE PERMITTED IN VEHICLE SPACES AND ACCESS AISLES 12" MIN. 3. WHERE A VEHICLE SPACE SERVING EVCS STATION IS PARALLEL TO THE TRAFFIC FLOW THE LENGTH OF THE VEHICLE SPACE NOTE 2: THE DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, WHETHER LIGHT ON DARK OR DARK ON LIGHT SHALL BE 20'-0" MINIMUM AND 70% MINIMUM WITH ADJACENT WALKING SURFACES. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE 4. VEHICLE SPACES SERVING STANDARD AND VAN EVCS SHALL HAVE AN ADJACENT ACCESS AISLE. N X � 4� < Q WALKING SURFACE. CONTRAST SHALL BE DETERMINED BY: CONTRAST=[(B1-B2)/B1] X 100 PERCENT WHERE B1= LIGHT REFLECTANCE VALUE OF 5. VEHICLE SPACES SERVING AMBULATORY EVCS SHALL BE 120" WIDE MINIMUM AND SHALL NOT BE REQUIRED TO HAVE AN `= o o Q Q w CURB ORCq PROJECT: THE LIGHTER AREA, AND 62 =LIGHT REFLECTANCE VALUE OF THE DARKER AREA. ADJACENT ACCESS AISLE r� eD RAILING 04 0.2" HT. 6. WHERE 5-25 EVCS ARE PROVIDED, ONE VAN ACCESSIBLE EVCS SHALL BE PROVIDED AND IDENTIFIED BY AN ISA °r.,° ;� 3 D v TAPERED EDGES 7. EV CHARGERS SHALL BE ADJACENT TO, AND WITHIN THE PROJECTED WIDTH OF, THE VEHICLE SPACE BEING SERVED. `� X o o x �\ WHERE EXPOSED EXCEPTION: WHERE EV CHARGERS ARE SERVING MORE THAN ONE EVCS, THE EV SHALL BE ADJACENT TO, AND WITHIN THE COMBINED PLAN r' = CITY OF NEWPORT BEACH 65" O O O TYPICAL PLAN SECTION A A PROJECTED WIDTH OF, THE VEHICLE SPACES BEING SERVED. FOR ALTERATIONS AT AN EXISTING FACILITY WHERE AN ACCESSIBLE ROUTE MIN OR GENERAL CIRCULATION PATH IS NOT PROVIDED ADJACENT TO THE HEAD END OF THE VEHICLE SPACE OR ACCESS AISLE, THE EV NOTE 3: IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING CHARGER MAY BE LOCATED WITHIN THE PROJECTED WIDTH OF THE ACCESS AISLE 36" MAXIMUM FROM THE HEAD END OF THE SPACE. 5/8" DIAM. x 24" DOWELS EXTENSION AT BOTTOM OF RUN EXTENSION AT TOP OF RUN NEWPORT BEACH FIRE SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS OR OTHER ELEMENTS O A A O BETWEEN THE PEDESTRIAN AREAS AND THE VEHICULAR AREAS, THE BOUNDARY WHERE VEHICLE SPACE IS PARALLEL TO TRAFFIC FLOW, THE EV CHARGER SHALL BE ADJACENT TO, AND 48" MAXIMUM FROM THE HEAD END OR FOOT END OF THE VEHICLE SPACE OR ACCESS AISLE BEING SERVED STATION NO. 1 & LIBRARY 2" BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE 8. VEHICLE SPACES AND ACCESS AISLES SHALL BE DESIGNED SO THAT PERSONS USING THEM ARE NOT REQUIRED TO TRAVEL PRECAST CONCRETE BUMPER 110 E BALBOA BLVD WARNING WHICH IS 36" WIDE. BEHIND VEHICLE SPACES OR PARKING SPACES OTHER THAN THE VEHICLE SPACE IN WHICH THEIR VEHICLE HAS BEEN LEFT TO CHARGE. O O O O NOTES: NEWPORT BEACH, CA 92661 NOTE 4: DETECTABLE WARNING SURFACES SHALL BE YELLOW CONFORMING TO c� FS33538 OF FEDERAL STANDARD 595C. 1. HANDRAILS TO BE PROVIDED AT EACH RAMP RUN. HANDRAILS SHALL RETURN SMOOTHLY TO GUARD, WALL OR CITY CONTRACT NO. C-8865-1 Q LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT RAMP RUN. ALL SURFACES N O NOTE 5: DETECTABLE WARNINGS AT CURB RAMPS SHALL EXTEND 36 INCHES 914 ( O O O -ACCESSIBLE ROUTE, MAX � � F � SLOPE 1:20, MAX CROSS I SHALL BE SLIP RESISTANT. MM) IN THE DIRECTION OF TRAVEL. DETECTABLE WARNINGS SHALL EXTEND THE I i i I 30 X48 1 DETECTABLE WARNING I� 30 X48 SLOPE 1:48 I 71/2" 4-4- � 1 2. A CURB, 2" HIGH MINIMUM, OR A BARRIER SHALL BE PROVIDED THAT PREVENTS PASSAGE OF A 4" DIAMETER SPHERE, WHERE ANY PORTION OF THE SPHERE IS WITHIN 4" OF THE FINISH FLOOR OR GROUND SURFACE. TO �WPO FULL WIDTH OF THE RAMP RUN LESS 2 INCHES (51 MM) MAXIMUM ON EACH SIDE, _ _� � � PREVENT WHEEL ENTRAPMENT, THE CURB OR BARRIER SHALL PROVIDE A CONTINUOUS AND UNINTERRUPTED .45"-.47" EXCLUDING ANY FLARED SIDES. DETECTABLE WARNINGS SHALL BE LOCATED SO ? ............................................ SIDE ELEVATION ELEVATION AT TOP THE EDGE NEAREST THE CURB IS 6 INCHES (152 MM) MINIMUM AND 8 INCHES `" BARRIER ALONG THE LENGTH OF THE RAMP. O APART 0.9"-0.92" (203 MM) MAXIMUM FROM THE LINE AT THE FACE OF THE CURB MARKING THE o EV CHARGER TO BE ADJACENT TO M AT BASE TRANSITION BETWEEN THE CURB AND THE GUTTER, STREET OR HIGHWAY. 0 QG AND WITHIN THE PROJECT WIDTH I OF THE ACCESSIBLE SPACE TYPICAL PLAN o o B1 DETECTABLE WARNING DETAIL CBC 11B-705 z '-0" AC S AISL 1 1.5% CONCRETE W EL B3 WHEEL STOP CBC 11B-502.7.2 B4 RAMP HANDRAILS AND HANDRAIL EXTENSIONS CBC 11B-405.8, 405.9 T-$ SCALE: NONE FOR STOP, SEE B3 T-$ SCALE: 1" = 1'-0" T-$ SCALE: NTS �FORN °O MAX 1.5% T-8 DESCRIPTION: DATE: MAX � ACCESSIBLE AISLE: 4" WIDE ACCESSIBLE ROUTE, MAX SLOPE 1:20, MAX CROSS SLOPE 1:48 STRIPES @ 36" O.C. TYP. COLOR TO I EV 0 CONTRAST SURFACE WHITE SYMBOL OF BID SET 12/15/25 g EV ACCESSIBILITY ACCESSIBLE PARKING SIGN AT CHARGIN CHARG G 4" PARKING STALL STRIPING TYP. Y EACH ACCESSIBLE SPACE, SEE 12" HIGH LETTERS NLY I ONLY BLUE BACKGROUND o w o D2 D3 WITHIN ACCESS THE CENTERLINE OF THE TEXT ( v, ACCESSIBLE AISLE T 8 T 8 AISLE). COLOR = SHALL BE A MAXIMUM OF 6 INCHES WHITE 12' 0" VAN 60" MIN 9'-0" STANDARD FROM THE CENTERLINE OF THE VEHICLE SPACE AND ITS LOWER THE CENTERLINE OF CONCRETE WHEEL STOP, SEE B3 DIMENSION TO ACCESSIBILITY 'ACCESS AISLE ACCESSIBILITY CORNER AT, OR LOWER SIDE INTERNATIONAL SYMBOL OF ACCESSIBILITY CENTERLINE OF ALIGNED WITH, THE END OF THE (ISA) I(BLUE) DE STRIPES @ 36" O.C. STRIPE, TYP. PARKING SPACE LENGTH. SHALL BE A MAX. OF 6" o TYP. M FROM THE CENTERLINE OF THE PARKING SPACE, IT'S z 4" PARKING STALL STRIPING TYP. 62 ELECTRICAL VEHICLE CHARGING STATIONS CBC 11B-228.3 & 812.6 SIDES PARALLEL LENGTH OF THE PAA THERKING T-8 SCALE: 1/8" = 1'-0" 1 1 (FEDERAL BLUE) 115 °° SPACE &THE LOWERSIDE MAX M 12" HIGH LETTERS (WITHIN ACCESS SHALL BE ALIGNED WITH THE END OF THE PARKING I 1 3, - "AISLE). COLOR = WHITE ,� TYPICAL ACCESSIBLE PARKING SIGNAGE SPACE LENGTH. ISA PARKING STALL EMBLEM, SEE I a,P KI ® C3 SIGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES IN AREA, AND SHALL BE MOUNTED ON A POST M T-8 SET IN CONCRETE, 80 INCHES FROM THE BOTTOM OF THE SIGN TO FINISHED GRADE. SIGN SHALL BE 9'-0" MINIMUM REFLECTORIZED WITH A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON A DARK BLUE FINE I (5'-0" REGULAR) -DIMENSION TO CENTERLINE OF $250 BACKGROUND. ADDITIONAL LANGUAGE OR AN ADDITIONAL SIGN BELOW THE INTERNATIONAL SYMBOL 1 I STRIPE, TYP. OF ACCESSIBILITY SHALL STATE "Minimum Fine $250" SEE D3 T-8 36 C1 ACCESSIBLE PARKING SPACE - DOUBLE CBC 11B-502 TYPICAL VAN ACCESSIBLE PARKING SIGNAGE C3 INTERNATIONAL SYMBOL OF ACCESSIBILITY PARKING STALL EMBLEM CBC 11B-703.7.2.1 1 1 /2" = 1'-0" T-$ SCALE: 1/8" = 1'-0" T-$ SCALE: 12" 12" 17" NOTE: THAT RAMPS ARE NOT ALLOWED TO ENCROACH INTO LOADING/ UNLOADING ZONES, PARKING SPACES OR VEHICULAR TRAFFIC LANES. CURB RAMPS ARE REQUIRED WHEN WALK IS SIGN SHALL BE SAME AS ABOVE, WITH ADDITIONAL SIGN "VAN ACCESSIBLE" MOUNTED BELOW THE AT A DIFFERENT LEVEL THAN PARKING ELEVATION. MINIMUM SYMBOL OF ACCESSIBILITY. SEE D3 1 1 1 ACCESSIBLE FINE $250 T-8 UNAUTHORIZE2 2 PAR ED IN D�VEHICLES DESIGN T D PARKING SIGN, SEE ACCESSIBLE SPACES NOT Z FOR CURB RAMP D2 D3 A4 REQUIREMENTS, REFER TO t!!!n DISPLAYING ;� 3 3 DISTINGUISHING 2 - PLACARDS OR SPECIAL N LICENSE PLATES ISSUED FOR T-8 T-8 T_g DETECTABLE WARNING, B 1 REFER TO NOTE: A PARKING SPACE IDENTIFICATION SIGN SHALL BE VISIBLE FROM EACH PARKING SPACE. SIGNS SHALL BE PERMANENTLY POSTED EITHER IMMEDIATELY ADJACENT TO THE PARKING SPACE OR WITHIN THE PROJECTED PARKING SPACE WIDTH AT THE HEAD END OF THE PARKING SPACE. SIGNS MAY ALSO BE PERMANENTLY POSTED ON A WALL AT cV PERSONS WITH DISABILI 3 MINIM MINIMUM WILL O TOWED AWAY AT NE 25O THE OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED BY FEDERAL BLUE CD FEDERAL WHITE PROJECT NUMBER: 230101 T-8 ooeo THE INTERIOR END OF THE PARKING SPACE. 4 TELEPHONING THE POLICE X VAN 5 DEPT. (949)644-3681. CONCRETE WHEEL o NOTE: ACCESS AISLE TO BE LOCATED ON STOP, SEE B3 M G• THE PASSENGER SIDE PARKING LOT ACCESSIBILITY SIGNAGE ACCESSIBLE 4 x x ACCESSIBLE ROUTE SHEET TITLE: T-8 (L UNAUTHORIZEDVEHICLES .l \ CONCRETE CURB 4" WIDE STRIPES @ 36" PARKED IN DESIGNATED ACCESSIBLE SPACES NOT PLACARDS OR SPECIAL AN ADDITIONAL SIGN SHALL BE POSTED IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO OFF- WITH I T E PAINT BLUE O.C. TYP. (BLUE) L'FORS SONSIWITHD STREET PARKING FACILITIES OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH ACCESSIBLE O BLUE BACKGROUND 1O BLUE BACKGROUND 1O BLUE BACKGROUND ARCHITECT ACCESSIBILITY DISABILITIES WILL BE z \ OWNER'S EXPENSE TOWED VEHICLES MAYBE STALL OR SPACE. THE SIGN SHALL NOT BE LESS THAN 17 INCHES BY 22 INCHES IN SIZE WITH RECLAI DAT_ 20 REFLECTORIZED SIGN 4) REFLECTORIZED SIGN 20 REFLECTORIZED SIGN DETAILS q 1.5% % 4" PARKING STALL STRIPING TYP. LETTERING NOT LESS THAN ONE INCH IN HEIGHT, AND SHALL CLEARLY AND CONSPICUOUSLY STATE ORBVTELEPHONING- CONSTRUCTED OR CONSTRUCTED OR CONSTRUCTED OR 60 MAX M (FEDERAL BLUE) THE FOLLOWING: PORCELAIN STEEL PORCELAIN STEEL PORCELAIN STEEL "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES O WHITE SYMBOL 4) WHITE SYMBOL 3O WHITE LETTERING AND SYMBOL 40 SIGN TO BE REFLECTIVE OR SPECIAL 2" DIAMETER GALVANIZED 4O 2" DIAMETER O 2" DIAMETER GALVANIZED 12" HIGH LETTERS (WITHIN ACCESS WILL BE TOWED AWAYAT THE OWNER'S EXPENSE. TOWED VEHICLES MAYBE RECLAIMED AT BY PIPE GALVANIZED PIPE I P IN AISLE). COLOR = WHITE TELEPHONING THE POLICE DEPT. (949)644-3681." O5 INDICATES STALL IS VAN PIPE 50 TOW AWAY INFORMATION TO ACCESSIBLE C3 REFERENC FOR ADDITIONAL IDENTIFICATION SIGNAGE REQUIREMENTS. SHEET NUMBER: ISA PARKING STALL 9'-0" 8'-0" VAN DIMENSION TO CENTERLINE OF STRIPE, TYP. EMBLEM, SEE C3 (5'-0" REGULAR) BLANK SPACES ARE TO BE FILLED IN WITH APPROPRIATE INFORMATION AS A PERMANENT PART OF THE SIGN. SEE D3 BE FILLED IN PERMANENTLY AS PART OF SIGN PRIOR TO X: 60"MIN MEASURED TO BOTTOM OF SIGN INSTALLATION T-7 T-8 T 8 80" MIN IF LOCATED WITHIN AN ACCESSIBLE ROUTE Tm8 D1 ACCESSIBLE PARKING SPACE - SINGLE CBC 11B-502 D2 PARKING SIGNAGE CBC 11B-502.6 D3 ACCESSIBLE PARKING SIGN CBC 11B-502.6 D4 ACCESSIBLE ROUTE SIGN CBC 11B-502.6 T-8 SCALE: 1/8" = 1'-0" T-$ SCALE: 3" = l'-0" - SCALE: 1" = 1'-0" - SCALE: 3" = 1'-0" California 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 1 (january2023) Y NSA R A-TY CHAPTER 3 PARTY GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC-CG] The provisions of individual sections of Chapter 5 apply to newly oonstructed buildings, building additions of 1.000 square feet or greater, and/or building alterations with a permit valuation of $200,000 or above (for occupancies within the authority of California Building Standards Commission). Code sections relevant to additions and alterations shall only apply to the portions of the building being added or altered within the scope of the permitted work. A code section will he designated by a banner to indicate where the code section only applies to newly constructed buildings IN] or to additions and/or alterations [A]. When the code section applies to both, no banner will be used. 301.3.1 Nonresidential additions and alterations that cause updates to plumbing fixtures only: Note: On and after January 1, 2014, certain commercial real property, as defined in Civil Code Section 1101.3. shall have its noncompliant plumbing fixtures replaced with appropriate water -conserving plumbing Fixtures under specific circumstances- See Civil Code Section 1101.1 at seq. for definitions, types of commercial real property affected, effective dates, circumstances necessitating replacement of noncompliant plumbing fixtures, and duties and responsibilities for ensuring compliance. 301.3.2 Waste Diversion. The requirements of Section 5.408 shall be required for additions and alterations whenever a permit is required for work. 301 A PUBLIC SCHOOLS AND COMMUNITY COLLEGES. (see GBSC) 301.5 HEALTH FACILITIES. (see GB5C) SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. SECTION 303 PHASED PROJECTS 303.1 PHASED PROJECTS. For shell buildings and others constructed for future tenant improvements, only those code measures relevant to the building components and systems considered to be new construction (or newly constructed) shall apply. 303.1.9 Initial Tenant Improvements. The provisions of this code shall apply only to the initial tenant improvements to a project. Subsequent tenant improvements shall comply with the soaping provisions in Section 301.3 non-residential additions and alterations - ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise HR High Rise AA Additions and Alterations N New CHAPTER 5 NONRESIDENTIAL MANDATORY iVIEASURES DIVISION 5.1 PLANNING AND DESIGN SECTION 5.101 GENERAL SA01.1 SCOPE The provisions of this chapter outline planning, design and development methods that include environmentally responsible site selection, building design, building siting and development to protect, restore and enhance the environmental quality of the site and respect the integrity of adjacent properties. SECTION 5.102 DEFINITIONS 5.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) CUTOFF LUMINAIRES. Luminaires whose light distribution is such that the candela per 1000 lamp lumens does not numerically exceed 25 (2.5 percent) at an angle of 90 degrees above nadir, and 100 (10 percent) at a vertical angle of 80 degrees above nadir. This applies to all lateral angles around the luminaire- LOW-EMITTING AND FUEL EFFICIENT VEHICLES. Eligible vehicles are limited to the following: 1. Zero emission vehicle (ZEV), enhanced advanced technology PZEV (enhanced AT ZEV) or transitional zero emission vehicles (TZEV) regulated under OCR. Title 13, Section 1962. 2. High -efficiency vehicles, regulated by U.S. EPA, bearing a fuel economy and greenhouse gas rating ad 9 oe 10 as regulated under 40 CFR Section 600 Subpart D. NEIGHBORHOOD ELECTRIC VEHICLE (NEV). A motor vehicle that meets the definition of "low -speed vehicle" either in Section 385.5 of the Vehicie Code or in 49CFR571.500 (as it existed on July 1, 2000), and is certified to zero -emission vehicle standards. TENANT -OCCUPANTS. Building occupants who inhabit a building during its normal hours of operation as permanent occupants, such as employees, as distinguished from customers and other transient visitors. VANPOOL VEHICLE. Eligible vehicles are limited to any motor vehicle, other than a motortruck or truck tractor, designed for carrying more than 10 but not more than 15 persons including the driver, which is maintained and used primarily for the nonprofit work -related transportation of adults for the purpose of ridesharing. Note: Source: Vehicle Code, Division 1, Section 668 ZEV. Any vehicle certified to zero -emission standards. SECTION 5.106 SITE DEVELOPMENT CIVIL 5.106.1 STORM WATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB LESS THAN ONE ACRE OF LAND. Newly constructed projects and additions which disturb less than one acre of land, and are not part of a larger common plan of development or sale, shall prevent the pollution of storm water runoff from the construction activities through one or more of the following measures: 5.106.1.1 Local ordinance_ Comply with a lawfully enacted storm water management and/or erosion control ordinance. 5.106.1.2 Best Management Practices (BMPs). Prevent the loss of sail through wind or water erosion by implementing an effective combination of erosion and sediment control and good housekeeping BMPs. 1. Soil loss BMPs that should be considered for implementation as appropriate for each project include, but are not limited to, the following: a. Scheduling construction activity during dry weather, when possible. b. Preservation of natural features, vegetation, soil, and buffers around surface waters. c. Drainage swales or lined ditches to control stormwater flow. d, Mulching or hydroseeding to stabilize disturbed soils. e. Erosion control to protect slopes. f. Protection of storm drain inlets (gravel bags or catch basin inserts). g, Perimeter sediment control (perimeter silt fence, fiber rolls). h. Sediment trap or sediment basin to retain sediment on site. L Stabilized construction exits. j. Wind erosion control. k. Other soil loss BMPs acceptable to the enforcing agency. 2. Good housekeeping BMPs to manage construction equipment, materials, non-stormwater discharges and wastes that should be considered for implementation as appropriate for each project include, but are not limited to, the following: a. Dewatering activities. b_ Material handling and waste management_ c. Building materials stockpile management. d. Management of washout areas (concrete, paints, stucco, etc.). e. Control of vehicle/equipment fueling to contractor's staging area_ f, Vehicle and equipment cleaning performed off site. g Spill prevention and control. h. Other housekeeping BMPs acceptable to the enforcing agency. Y NIA RESPON. PARTY � � CIVIL IMINIARCH 1 5.106.2 STORMWATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB ONE OR MORE ACRES OF LAND. Comply with all lawfully enacted stormwater discharge regulations for projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of a larger common plan of development sale_ Note: Projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of the larger common plan of development or sale must comply with the post -construction requirements detailed in the applicable National Pollutant Discharge Elimination System (NPDES) General permit for Stormwater Discharges Associated with Construction and Land Disturbance Activities issued by the State Water Resources Control Board or the Lahontan Regional Water Quality Control Board (for projects in the Lake Tahoe Hydrologic Unit), The NPDES permits require postconstruction runoff (post -project hydrology) to match the preconstruction runoff (pre -project hydrology) with the installation of postconstruction stormwater management measures_ The NPDES permits emphasize runoff reduction through on -site stormwater use, interception, evapotranspiration, and infiltration through nonstructural controls, such as Low Impact Development (LID) practices, and conversation design measures. Stormwater volume that cannot be addressed using nonstructural practices is required to be captured in structural practices and be approved by the enforcing agency_ Refer to the current applicable permits on the State Water Resources Control Board website at: www_waterboards.ca.gov/c.onstructionstorrnwater. Consideration to the stormwater runoff management measures should be given during the initial design process for appropriate integration into site development. 5.106.4 BICYCLE PARKING. For buildings within the authority of California Building Standards Commission as specified in Section 103, comply with Section 5.106.4.1 _ For buildings within the authority of the Division of the State Architect pursuant to Section 105, comply with Section 5.106,4.2 5.106.4.1 Bicycle parking. [BSC-CG] Comply with Sections 5.106.4.1.1 and 5.105.4.1.2: or meet the applicable local ordinance, whichever is stricter. 5.106.4.1.1 Short-term bicycle parking. If the new project or an addition or alteration is anticipated to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors' entrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being added, with a minimum of one two -bike capacity rack. Exception: Additions or alterations which add nine or less visitor vehicular parking spaces. 5-106.4.1.2 Long-term bicycle parking. For new buildings with tenant spaces that have 10 or more tenant -occupants, provide secure bicycle parking for 5 percent of the tenant -occupant vehicular parking spaces with a minimum of one bicycle parking facility. 5.106.4.1.3 For additions or alterations that add 10 or more tenant -occupant vehicular parking spaces, provide secure bicycle parking for 5 percent of the tenant vehicular parking spaces being added, with a minimum of one bicycle parking facility. 5.106.4.1.4 For new shell buildings in phased projects provide secure bicycle parking for 5 percent of the anticipated tenant -occupant vehicular parking spaces with a minimum of one bicycle parking facility. 5.106.4.1.5 Acceptable bicycle parking facility for Sections 5.106-4.1.2, 5.106.4.1.3, and 5.106.4.1.4 shall be convenient from the street and shall meet one of the following: 1 _ Covered, lockable enclosures with permanently anchored racks for bicycles: 2. Lockable bicycle rooms with permanently anchored racks; or 3. Lockable, permanently anchored bicycle lockers. Note; Additional information on recommended bicycle accommodations may be obtained from Sacramento Area Bicycle Advocates. 5,106.4.2 Bicycle parking. [DSA-SS] For public schools and community colleges, comply with Sections 5.106.4.2.1 and 5.106.4.2.2 5.106.4.2.1 Student bicycle parking. Provide permanently anchored bicycle racks conveniently i r i accessed with a minimum of four two -bike ke capacity ranks per new building. 5.106.4.2.2 Staff bicycle parking. Provide permanent, secure bicycle parking conveniently accessed with a minimum of two staff bicycle parking spaces per new building_ Acceptable bicycle parking facilities shall be convenient from the street or staff parking area and shall meet one of the following: 1 _ Covered, lockable enclosures with permanently anchored racks for bicycles: 2. Lockable bicycle rooms with permanently anchored racks; or 3. Lockable, permanently anchored bicycle lockers. 5.106.5.3 Electric vehicle (EV) charging. [N] Construction to provide electric vehicle infrastructure and facilitate electric vehicle charging shall comply with Section 5.106.5.3.1 and shall be provided in accordance with regulations in the California Building Code and the California Electrical Code. Exceptions: 1. On a case -by -case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions: a. Where there is no local utility power supply b. Where the local utility is unable to supply adequate power_ c. Where there is evidence suitable to the local enforcement agency substantiating the local utility infrastructure design requirements, directly related to the implementation W Section 5.106.5.3, may adversely impact the construction cost of the project. 2. Parking spaces accessible only by automated mechanical car parking systems are not required to comply with this code section 5.106.5.3.1 EV capable spaces. IN] EV capable spaces shall be provided in accordance with Table 5.106.5.3.1 and the following requirements: 1. Raceways complying with the California Electrical Code and no less that 1-inch (25 mm) diameter shall be provided and shall originate at a service panel or a subpanel(s) serving the area, and shall terminate in close proximity to the proposed location of the EV capable and into a suitable listed cabinet, box,enclosure or equivalent. A common raceway may be used to serve multiple EV charging spaces. 2. A service panel or subpanel (s) shall be provided with panel space and electrical load capacity for a dedicated 208124D volt, 40-ampere minimum branch circuit for each EV capable space, with delivery of 30-ampere minimum to an installed EVSE at each EVCS. 3. The electrical system and any on -site distribution transformers shall have sufficient capacity to supply full rated amperage at each EV capable space. 4. The service panel or subpanel circuit directory shall identify the reserved overcurrent protective devices space(s) as "EV CAPABLE"_ The raceway termination location shall be permanently and visibly marked as "EV CAPABLE." Nate: A parking space served by electric vehicle supply equipment or designed as a future EV charging space shall count as at least one standard automobile parking space only for the purpose of complying with any applicable minimum parking space requirements established by an enforcement agency. See vehicle Code Section 22511.2 for further details. TABLE 5.106.6.3.1 TOTAL NUMBER OF ACTUAL PARKING SPACES NUMBER OF REQUIRED EV CAPABLE SPACES NUMBER OF EVCS (EVCAPABLE SPACES PROVIDED WITH EVSE)-2 0-9 0 0 10-25 2 0 26-50 8 2 51-75 13 3 76-100 17 4 101-150 25 6 151-200 35 9 201 AND OVER 20% of total' 25% of EV capable spaces' 1. Where there is insufficient electrical supply. 2. The number of required EVCS (EV capable spaces provided with EVSE) in column 3 count towards the total number of required EV capable spaces shown in column 2. 5.106.5.3.2 Electric vehicle charging stations (EVCS) EV capable spaces shall be provided with EVSE to create EVCS in the number indicated in Table 5.106.5,3.1, The EVCS required by Table 5,106.5,3.1 may be provided with EVSE in any combination of Level 2 and Direct Current Fast Charging (DCFC), except that at least one Level 2 EVSE shall be provided_ One EV charger with multiple connectors capable of charging multiple EVs simultaneously shall be permitted if the electrical load capacity required by Section 5.106.5.3.1 for each EV capable space is accumulatively supplied to the EV charger. The installation of each DCFC EVSE shall be permitted to reduce the minimum number of required EV capable spaces without EVSE by five and reduce proportionally the required electrical load capacity to the service panel or subpanel. Y rzF.,r�ia. 5.106.5.3.3 Use of automatic load management systems [ALMS]. Y p"R ALMS shall be permitted for EVCS. When ALMS is installed, the required electrical load capacity specified in Section 5A 06.5-3-1 for each EVCS may be reduced when serviced by an EVSE controlled by an ALMS. Each EVSE oontrolled by an ALMS shall deliver a minimum 30 amperes to an EV when charging one vehicle and shall deliver a minimum 3.3 kW while simultaneously charging multiple EVs. 5.106.5.3.4 Accessible EVCS. When EVSE is installed, accessible EVSC shall be provided in accordance with the Caiffornia Build;ng Code, Chapter 113, Section 11 B-228-3- Note: For EVCS signs, refer to Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its suctessor(s). 5.106.5.4 Electric Vehicle (EV) charging: medium -duty and heavy-duty. IN] Construction shall comply with section 5.106.5.4.1 to facilitate future installation of electric vehicle supply equipment (EVSE). Construction for warehouses, grocery stores and retail stares with planned off-street loading spaces shall also comply with Section 5.106.5.4.1 for future installation of medium- and heavy-duty EVSE. Exceptions: 1. On a case -by -case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions: a. Where there is no local utility power supply. b. Where the local utility is unable to supply adequate power. c. Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project. When EVSE(s) is/are installed, it shall be in accordance with the California Building Code, the Califomia Electrical Code and as follows: 5.106.5-4.1 Electric vehicle charging readiness requirements for warehouse, grocery stores and retail stores with planned off-street loading spaces. [N] In order to avoid future demolition when adding EV charging supply and distribution equipment, spare raceways(s) or busway(s) and adequate capacity for transformers(s), service panels(s) or subpanel(s) shall be installed at the time of construction in accordance with the California Electrical Code. Construction plans and specifications shall include but are not limited to, the following: 1. The transformer, main service equipment and subpanel shall meet the minimum power requirement in Table 5.106-5.4.1 to accommodate the dedicated branch circuits for the future installation of EVSE. 2. The construction documents shall indicate on or more location(s) convenient to the planned offstreet loading space(s) reserved for medium -and heavy-duty ZEV charging cabinets and charging dispensers, and a pathway reserved for routing of conduit from the termination of the raceway(s) or busway(s) to the charging cabinet(s) and dispenser(s) as shown in Table 5.106.5A.1 3, Raoeway(s) or busway(s) originating at a main service panel or a subpanel(s) serving the area where potential future medium -and heavy-duty EVSE will be located and shall terminate in close proximity to the potential future location of the charging equipments for medium- and heavy-duty vehicles. 4. The raceway(s) or busway(s) shall be sufficient size to carry the minimum additional system load to the future location of the charging for medium- and heavy-duty ZEVs as shown in Table 5.106.5.4.1. TABLE 5.106.5.4.1 RACEWAY CONDUIT AND PANEL POWER REQUIREMENTS FOR MEDIUM- AND HEAVY-DUTY EVSE [N] ADDITIONAL CAPACITY NUMBER OF REQUIRED (KVA) BUILDING TYPE BUILDING SIZE (SO. FT.) OFF-STREET FOR RACEWAY & LOADING SPACES BUSWAY AND TRANSFORMER & PANEL 1 or 2 200 10,000 to 90,000 3 or Greater 400 Grocery Greater than 90,000 1 or Greater 400 1 or 2 200 10,000 to 135,000 Retail 3 or Greater 400 Greater than 135,000 1 or Greater 400 1 or 2 200 20,000 to 256,000 Warehouse 3 or Greater 400 Greater than 256,000 1 or Greater 400 5.106.8 LIGHT POLLUTION REDUCTION. IN]. I Outdoor lighting systems shall be designed and installed to comply with the following: 1. The minimum requirements in the Califomia Energy Code for Lighting Zones 0-4 as defined in Chapter 10. Section 10-114 of the California Administrative Code; and 2. Backlight (B) ratings as defined in IES TM-15-11 (shown in Table A-1 in Chapter 8): 3. Uplight and Glare ratings as defined in California Energy Code (shown in Tables 130.2-A and 130.2-6 in Chapter 8) and 4_ Allowable BUG ratings not exceeding those shown in Table 5.106.8, [N) or Comply with a local ordinance lawfully enacted pursuant to Section 101.7. whichever is more stringent. Exceptions: IN] 1. Luminaires that qualify as exceptions in Sections 130.2 (b) and 140.7 of the California Energy Code. 2. Emergency lighting. 3_ Building facade meeting the requirements in Table 140.7-B of the California Energy Code, Part 6_ 4, Custom lighting features as allowed by the local enforcing agency, as permitted by Section 101.8 Alternate materials, designs and methods of construction_ 5- Luminaires with less than 6,200 initial luminaire lumens, TABLE 5.106.8 [N] MAXIMUM ALLOWABLE BACKLIGHT, UPLIGHT AND GLARE (BUG) RATINGS, LIGHTING LIGHTING LIGHTING LIGHTING LIGHTING ALLOWABLE RATING ZONE ZONE LZ1 ZONE 11-22 ZONE LZ3 ZONE LZ4 LZO MAXIMUM ALLOWABLE BACKLIGHT RATING i Lurninaire greater than 2 mounting heights (MH) from NIA No Limit No Limit No Limit No Limit property line Luminaire back hemisphere is 1-2 MH from property line NIA B2 B3 i 34 134 Luminaire back hemisphere is 0.5-1 MH from property line NIA 131 B2 B3 B3 Luminaire back hemisphere is less than O.5 MH from property NIA BO B0 B1 B2 line MAXIMUM ALLOWABLE UPLIGHT RATING (U} For area lighting : NIA UO U0 JO UO For all other outdoor lighting, including decorative NIA U1 U2 U3 UR luminaires Y . YES = NOT ARRLIC&BLE RESPON. PARTY = RESPONSIBLE PARTY lie: ARCHITECT, ENGINEER, OWNER. CONTRACTOR, INSPECTOR ETC.} RESPare. MAXIMUM ALLOWABLE PARTY GLARE RATING a (G} MAXIMUM ALLOWABLE NIA G1 G2 G3 G4 GLARE RATING:, (G} MAXIMUM ALLOWABLE GLARE RATING � (G} NIA GO G1 G1 G2 MAXIMUM ALLOWABLE NIA 60 GO 61 G1 GLARE RATING (G} MAXIMUM ALLOWABLE NIA G0 G0 GO G1 GLARE RATING a (G} 1. IESNA Lighting Zones O and 5 are not applicable; refer to Lighting Zones as defined in the California Energy Code and Chapter 10 of the Caflifomia Administrative Code. 2. For property lines that abut public walkways, bikeways, plazas and parking lots, the property line may be considered to be 5 feet beyond the actual property line for purpose of determining compliance with this section. For property lines that abut public roadways and public transit corridors, the property line may be considered to be the centerline of the public roadway or public transit corridor for the purpose of determining compliance with this section. 3. General lighting luminaires in areas such as outdoor parking, sales or storage lots shall meet these reduced ratings_ Decorative luminaries located in these areas shall meet U-value limits for "all other outdoor lighting" m CIVIL LAND 5.106.8.1 Facing- Backlight Luminaries within 2MH of a property line shall be oriented so that the nearest property line is behind the fixture, and shall comply with the backlight rating specified in Table 5.106.8 based on the lighting zone and distance to the nearest point of that property line. Exception: Corners. If two property lines (or two segments of the same property line) have equidistant point to the luminaire, then the luminaire may be oriented so that the intersection of the two lines (the corner) is directly behind the luminaire. The luminaire shall still use the distance to the nearest points(s) on the property lines to determine the required backlight rating. 5.106.8.2 Facing -Glare. For luminaires covered by 5.106.8.1. if a property line also exists within or extends into the front hemisphere within 2MH of the luminaire then the luminaire shall comply with the more stringent glare rating specified in Table 5.106.8 based on the lighting zone and distance to the nearest point on the nearest property line within the front hemisphere. Note: IN] 1.See also California Building Code, Chapter 12. Section 1205.6 for college campus lighting requirements For parking facilities and walkways. 2.Refer to Chapter 8 (Compliance Forms, Worksheets and Reference Material) for I ES TM-15-11 Table A-1, California Energy Code Tables 130.2-A and 130.2-B_ 3, Refer to the Califomia Building Code for requirements for additions and alterations. 5.106.10 GRADING AND PAVING. Construction plans shall indicate how site grading or a drainage system will manage all surface water flaws to keep water from entering buildings. Examples of methods to manage surface water includer but are not limited to, the following: 1. Swales. 2. Water collection and disposal systems. 3. French drains. 4. Water retention gardens. 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path. 5A06.12 SHADE TREES [DSA-SS]. Shade Trees shall be planted to comply with Sections 5.1O6.1Z,1, 5.106.12.2, and 5.106.12.3. Percentages shown shall be measured at noon on the summer solstice. Landscape irrigation necessary to establish and maintain tree health shall comply with Section 5.304.6. 5.106.12.1 Surface parking areas. Shade tree plantings, minimum #10 container size or equal, shall be installed to provide shade over 50 percent of the parking area within 15 years. Exceptions: Surface parking area covered by solar photovoltaic shade structures with roofing materials that comply with Table A5.106.11,2.2 in Appendix A5 shall be permitted in whale or in part in lieu of shade tree planting- 5.106.12.2 Landscape areas. Shade tress plantings, minimum #10 container size or equal shall be installed to provide shade of 20% of the landscape area within 15 years. Exceptions: Playfields for organized sport activity are not included in the total area calculation. 5.106.12,3. Hardscape areas. Shade tree plantings, minimum #10 container size or equal shall be installed to provide shade over 20 percent of the hardscape area within 15 years. Exceptions: 1. Walks, hardscape areas covered by solar photovoltaic shade structures or shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu of shade tree planting, 2. Designated and marked play areas of organized sport activity are not included in the total area calculation. DIVISION 5.2 ENERGY EFFICIENCY SECTION 5.201 GENERAL 5.201.1 Scope (BSC-CG). California Energy Code [DSA-SS). For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory building standards. DIVISION 5.3 WATER EFFICIENCY AND CONSERVATION SECTION 5.301 GENERAL 5.301.1 Scope. The provisions of this chapter shall establish the means of conserving water use indoors, outdoors and in wastewater conveyance. SECTION 5.302 DEFINITIONS 5.302.1 Definitions. The following terms are defined in Chapter 2 (and are in, lIvded here for reference) EVAPOTRANSPIRATION ADJUSTMENT FACTOR (ETAF) (DSA-SS], An adjustment factor when applied to reference evapotranspiration that adjusts for plant factors and irrigation efficiency, which ae two major influences on the amount of water that needs to be applied to the landscape_ FOOTPRINT AREA [DSA-SS]. The total area of the furthest exterior wall of the structure projected to natural grade, not including exterior areas such as stairs, covered walkways, patios and decks. METERING FAUCET. A self -closing faucet that dispenses a specific volume of water for each actuation cycle. The volume or cycle duration can be fixed or adjustable. GRAYWATER. Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated wastewater that has not been contaminated by any toilet discharge, has not been affected by infectious, contaminated, or unhealthy bodily wastes, and does not present a threat from contamination by unhealthful processing, manufacturing, or operating wastes. "Graywater" includes, but is not limited to wastewater from bathtubs, showers, bathroom washbasins, clothes washing machines and laundry tubs, but does not include waste water from kitchen sinks or dishwashers. MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO)- The California ordinance regulating landscape design, installation and maintenance practices that will ensure commercial, multifamily and other developer installed landscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area and climatological parameters. MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). [HCD] The California model ordinance (California Code of Regulations, Title 23, Division 2, Chapter 2.7), regulating landscape design, installation and maintenance practices. Local agencies are required to adopt the updated MWELO, or adopt a local ordinance at least as effective as the MWELCI- POTABLE WATER. Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards. See definition in the California Plumbing Code, Part 5. POTABLE WATER. [HCD] Water that is satisfactory for drinking, culinary, and domestic purposes, and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards and the requirements of the Health Authority Having Jurisdiction_ RECYCLED WATER. Water which, as a result of treatment of waste, is suitable for a direct beneficial use or a controlled use that would not otherwise occur [1Naler Code Section 13050 (n)]. Simply put, recycled water is water treated to remove waste matter attaining a quality that is suitable to use the water again. SUBMETER. [HCD 1] A secondary device beyond a meter that measures water consumption of an individual rental unit within a multiunit residential structure or mixed -use residential and commercial structure, (See Civic Code Section 1954.202 (g) and Water code Section 517 for additional details.) WATER BUDGET. is the estimated total landscape irrigation water use which shall not exceed the maximum applied water allowance calculated in accordance with the Department of Water Resources Model Efficient Landscape Ordinance (MWELO). �EYAq cy/�F 018 23 REN. 09/30/27 s�q�F OF CAOF9��P coar 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET PROJECT NUMBER: 230101 12/15/25 1 SHEET TITLE: CALGREEN COMPLIANCE SHEET NUMBER: Tm9 DISCLAIMER. THIS DOCUMENT IS PROVIDED ANC fNTENDED TO SE USED AS A VEANS TO INDfCATE AREAS OF COMPLIANCE WITH THE CAUFORNIA GREEN SUILDfNG STANDARDS fCALGREEN) CORE. DUE TO THE VARIABLES 8ETWEEN BUILDfNG DEPARTMENT JURISDICTIONS, TINS CHECKLIST fS TO BE USED ON AN INOMOVAL PROJECT OASIS AND MAYBE MODIFIED BY THE END USER TO MEET THOSE INOWIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED MTH THE USE OF THIS DOCUMENT INCLUDING VERIFICATION WITH THE FULL CODE. Y IWAI RESPON, PARTY California 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 2 panuary zozs> Y 'NJAI RE5PON PARTY SECTION 5.303 INDOOR WATER USE 5.303.1 METERS. Separate submeters or metering devices shall be installed for the uses described in Sections 503.1.1 and 503.1.2. 5.303.1.1 Buildings in excess of 50,000 square feet. Separate submeters sflall be installed as follows: 1, For each individual leased, rented or other tenant space within the building projected to consume more than 100 gal/day (380 Lfday), including, but not limited to, spaces used for laundry or cleaners, restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop. 2. Where separate submeters for individual building tenants are unfeasible, for water supplied to the following subsystems; a. Makeup water for cooling towers where flow through is greater than 500 gpm (30 L/s). b. Makeup water for evaporative coolers greater than 6 gpm (0.04 Lis). c. Steam and hot water boilers with energy input more than 500,000 Btu/h (147 kW). 5.303.1.2 Excess consumption. A separate submeter or metering device shall be provided for any tenant within a new building or within an addition that is projected to consume more than 1,000 gallday. PLUMB 5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following: PLUMB 5.303.3.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank -type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank -Type toilets_ Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 5.303.3-2 Urinals. 5.303.3.2.1 Wall -mounted Urinals. The effective flush volume of wall -mounted urinals shall not exceed 0.125 gallons per flush. 5.303.3.2.2 Floor -mounted Urinals. The effective flush volume of floor -mounted or other urinals shall not exceed 0.5 gallons per flush. 5.303.3.3 Showerheads. [BSC-CG] 5.303.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 5.303.3.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. 5.303.3.4 Faucets and fountains. 5.303.3.4.1 Nonresidential Lavatory faucets. Lavatory faucets shall have a maximum flow rate of not more than 0.5 gallons per minute at 60 psi. 5.303.3.4.2 Kitchen faucets. Kitchen faucets shall have a maximum flow rate of not more than 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi, p 5.303.3.4.3 Wash fountains, Wash fountains shall have a maximum flow rate of not more than 1 Z gallons per minute/20 [rim space (inches) at 60 psi]. 5.303.3.4.4 Metering faucets. Metering faucets shall not deliver more than 0.20 gallons per cycle, 5.303.3.4.5 Metering faucets for wash fountains. Metering faucets for wash fountains shall have a maximum flow rate of not more than 0.20 gallons per minute/20 [rim space (inches) at 60 psi]. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 5.303.3.4.6 Pre -rinse spray value When installed, shall meet the requirements in the Califomia Cade of Regulations. Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7), and shall be equipped with an integral automatic shutoff. FOR REFERENCE ONLY:The following table and code section have been reprinted from the Califomia Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A). TABLE H-2 STANDARDS FOR COMMERCIAL PRE -RINSE SPRAY VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019 PRODUCT CLASS [spray force in ounce force (ozf)] MAXIMUM FLAW RATE (gpm) Product Class 1 (5 5.0 ozf) 1.00 Product Class 2 (> 5.0 ozf and 5 8.0 ozo 1.20 Product Class 3 (> 8.0 ozf) 1.28 5.303.4 COMMERCIAL KITCHEN EQUIPMENT. 5.303.4.1 Food Waste Disposers. Disposers shall either modulate the use of water to no more than 1 gpm when the disposer is not in use (not actively grinding food waste/no-load) or shall automatically shut off after no more than 10 minutes of inactivity. Disposers shall use no more than 8 gpm of water. Note: This code section does not affect local jurisdiction authority to prohibit or require disposer installation_ 5.303.5 AREAS OF ADDITION OR ALTERATION. For those occupancies within the authority of the California Building Standards Commission as specified in Section 103, the provisions of Section 5.303.3 and 5.303.4 shall apply to new fixtures in additions or areas of alteration to the building. 5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed in accordance with the Califomia Pi+umbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the Cafifornia Plumbing Code and in Chapter 6 of this code. SECTION 5.304 OUTDOOR WATER USE 5.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Nonresidential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent. Notes: 1, The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code of Regulations, Title 23, Chapter 2.7, Division 2. 2. MWELO and supporting documents, including a water budget calculator, are available at: https://www. wa ter. ca _ gov/. 5.304.6 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. For public schools and community colleges, landscape projects as described in Sections 5.304.6.1 and 5.304.6.2 shall comply with the California Department of Water Resources Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter 2.7, Division 2, Title 23, California Code of Regulations, except that the evapotranspiration adjustment factor (ETAF) shall be 0.65 with an additional water allowance for special landscape areas (SLA) of 0.35. Exception: Any project with an aggregate landscape area of 2,500 square feet or less may comply with the prescriptive measures contained in Appendix D of the MWELO. 5.304.6.1 Newly constructed landscapes. New Construction projects with an aggregate landscape area equal to or greater than 500 square feet_ 5.304.6.2 Rehabilitated landscapes. Rehabilitated landscape projects with an aggregate landscape area equal to or greater than 1,200 square feet. DIVISION 5.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY SECTION 5.401 GENERAL 5.401.1 SCOPE. The provisions of this chapter shall outline means of achieving material conservation and resource efficiency through protection of buildings from exterior moisture, construction waste diversion, employment of techniques to reduce pollution through recycling of materials, and building oommissioning or testing and adjusting. SECTION 5.402 DEFINITIONS 5.402.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ADJUST. To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjust a damper. BALANCE. To proportion flows within the distribution system, including sub -mains, branches and terminals, according to design quantities. BUILDING COMMISSIONING. A systematic quality assurance process that spans the entire design and construction process, including verifying and documenting that building systems and components are planned, designed, installed, tested, operated and maintained to meet the owner's project requirements. ORGANIC WASTE. Food waste, green waste, landscape and pruning wste, nonhazardous wood waste, and food soiled paper waste that is mixed in with food waste. TEST. A procedure to determine quantitative performance of a system or equipment SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT 5.407.1 WEATHER PROTECTION. Provide a weather -resistant exterior wall and foundation envelope as required by California Building Code Section 1402.2 (Weather Protection), manufacturer's installation instructions or local ordinance, whichever is more stringent. 5.407.2 MOISTURE CONTROL. Employ moisture control measures by the following methods. 5.407.2.1 Sprinklers. Design and maintain landscape irrigation systems to prevent spray on structures. 5.407.2.2 Entries and openings. Design exterior entries and/or openings subject to foot traffic or wind -driven rain to prevent water intrusion into buildings as follows: 5.407.2.2.1 Exterior door protection. Primary exterior entries shall be covered to prevent water intrusion by using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular to such openings plus at least one of the following: 1. An installed awning at least 4 feet in depth. 2_ The door is protected by a roof overhang at least 4 feet in depth. 3. The door is recessed at least 4 feet. 4. Other methods which provide equivalent protection. 5.407.2.2.2 Flashing, Install flashings integrated with a drainage plane. SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 8 5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycleg and/or salvage for reuse a minimum of 65In of the non -hazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 or 5.408.1.3, or meet a local construction and demolition waste management ordinance, whichever is more stringent. 5.408.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction and demolition waste management ordinance, submit a construction waste management plan that: 1. Identifies the construction and demolition waste materials to he diverted from Y disposal b efficient P usage, recycling, reuse on the project or salvage for future use or sale. 2. Determines if construction and demolition waste materials will be sorted on -site (source -separated) or bulk mixed (single stream). 3. Identifies diversion facilities where construction and demolition waste material collected will be taken. 4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated byweight or volume, but not by both, 5.408.1.2 Waste Management Company. Utilize a waste management company that can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with this section_ Note: The owner or contractor shall make the determination if the construction and demolition waste material will be diverted by a waste management company. Exceptions to Sections 5.408.1.1 and 5.408.1.2: 1- Excavated soil and land -clearing debris_ 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist. 3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities and markets. 5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does not exceed two pounds per square foot of building area may be deemed to meet the 65% minimum requirement as approved by the enforcing agency. 5.408.1.4 Documentation. Documentation shall be provided to the enforcing agency which demonstrates compliance with Sections 5.408.1.1, through 5.408.1.3. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency. Notes: 1 _ Sample forms found in "A Guide to the Galifomia Green Building Standards Code (Nonresidential)" located www.dgs.ca.govIBSC/Resources/Page-Content/Building-Standards-Commission- Resources-List-Folder/CALGreen may be used to assist in documenting compliance with the waste management plan. 2. Mixed construction and demolition debris processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 5.408.2 UNIVERSAL WASTE. [A] Additions and alterations to a building or tenant space that meet the scoping provisions in Section 301.3 for nonresidential additions and alterations, shall require verification that Universal Waste items such as fluorescent lamps and ballast and mercury containing thermostats as well as other California prohibited Universal Waste materials are disposed of properly and are diverted from landfills. A list of prohibited Universal Waste materials shall be included in the construction documents. Note: Refer to the Universal Waste Rule link at_ http://www_dtsc.ca.govluniversalwaste/ 5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. 100 percent of trees, stumps, rocks and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled_ For a phased project, such material may be stockpiled on site until the storage site is developed, Exception: Reuse, either on or off -site, of vegetation or soil contaminated by disease or pest infestation. Notes' 1- If contamination by disease or pest infestation is suspected, contact the County Agricultural Commissioner and follow its direction for recycling or disposal of the material. 2. For a map of know pest andlor disease quarantine zones, consult with the California Department of Food and Agriculture. (www.odfa.ca.gov) SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS 5.410.1 RECYCLING BY OCCUPANTS. Provide readily accessible areas that serve the entire building and are identified for the depositing, storage and collection of non -hazardous materials for recyclincgr Including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals or meet a lawfully enacted local recycling ordinance, if more restrictive, Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code 42649.82 (a)(2)(A) et seq, shall also be exempt from the organic waste portion of this section. 5.410.1.1 Additions. All additions conducted within a 12-month period under single or multiple permits, resulting in an increase of 30% or more in floor area, shall provide recycling areas on site. Exception: Additions within a tenant space resulting in less than a 30% increase in the tenant space floor area. 5.410.1.2 Sample ordinance. Space allocation for recycling areas shall comply with Chapter 18, Part 3, Division 30 of the Public Resources Code. Chapter 18 is known as the California Solid Waste Reuse and Recycling Access Act of 1991 (Act). NOW A sample ordinance for use by local agencies may t)e found in Appendix A of the document at the CalRecycle's web site. Y N!A RE5PDN. PARTY 5.410.2 COMMISSIONING. [N] New buildings 10,000 square feet and over. For new buildings 10,000 square feet and over, building commissioning shall be included in the design and construction processes of the building project to verify that the building systems and components meet the owner's or owner representative's project requirements. Commissioning shall be performed in accordance with this section by trained personnel with experience on projects of comparable size and complexity. For I -occupancies that are not regulated by OSHPO or for i-occupancies and L-occupancies that are not regulated y the California Energy Code Section 100.0 Scope, all requirements in Sections 5.410.2 through 5.410.2.6 shall apply. Note: For energy -related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAG) systems and controls, indoor lighting systems and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements Commissioning requirements shall include. 1. Owner:s or Owner representative's project requirements. 2. Basis of design. 3. Commissioning measures shown in the construction documents. 4. Commissioning plan. 5. Functional performance testing. 6. Documentation and training. 7. Commissioning report. Exceptions: 1. Unconditioned warehouses of any size. 2. Areas less than 10,000 square feet used for offices or other conditioned accessory spaces within unconditioned warehouses. 3. Tenant improvements less than 10.000 square feet as described in Section 303.1 Al 4. Open parking garages of any size, or Open parking garage areas, of any size, within a structure. Note: For the purposes of this section, unconditioned shall mean a building, area, or room which does not provide heating and or air conditioning. Informational Notes: 1. IAS AC 476 is an accreditation criteria for organizations providing training and/or certification of commissioning personnel. AG 476 is available to the Authority Having Jurisdiction as a reference for qualifications of commissioning personnel. AC 476 des not certify individuals to conduct functional performance tests or to adjust and balance systems. 2. Functional performance testing for heating, ventilation, air conditioning systems and lighting controls must be performed in compliance with the California Energy Cade. 5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR). [N] The expectations and requirements of the building appropriate to its phase shall be documented before the design phase of the project begins. This documentation shall include the following: 1. Environmental and sustainability goals. 2. Building sustainable goals. 3. Indoor environmental quality requirements. 4_ Project program, including facility functions and hours of operation, and need for after hours operation. 5. Equipment and systems expectations. 6. Building occupant and operation and maintenance (O&M) personnel expectations_ 5.410.2.2 Basis of Design (SOD). IN) A written explanation of how the design of the building systems meets the OPR shall be completed at the design phase of the building project. The Basis of Design document shall cover the following systems: 1. Renewable energy systems. 2. Landscape irrigation systems_ 3. Water reuse system. 5.410.2.3 Commissioning plan. [N] Prior to permit issuance a commissioning plan shall be completed to document how the project will be commissioned. The commissioning plan shall include the following: 1. General project information. 2. Commissioning goals. 3. Systems to be commissioned. Plans to test systems and components shall include; a. An explanation of the original design intent. b. Equipment and systems to be tested, including the extent of tests. c. Functions to be tested. d. Conditions under which the test shall be performed. e. Measurable criteria for acceptable performance. 4_ Commissioning team information_ 5. Commissioning process activities, schedules and responsibilities- Plans for the completion of commissioning shall be included. 5.410.2.4 Functional performance testing. [N] Functional performance tests shall demonstrate the correct installation and operation of each component, system and system -to -system interface in accordance with the approved plans and specifications. Functional performance testing reports shall contain information addressing each of the building components testedT the testing methods utilized, and include any readings and adjustments made. 5.410.2.5 Documentation and training. [N] A Systems Manual and Systems Operations Training are required, including Occupational Safety and Health Act (OSHA) requirements in Califomia Code of Regulations (CCR), Title 8, Section 5142, and other related regulations. 5.410.2.5.1 Systems manual. [N] Documentation of the operational aspects of the building shall be completed within the systems manual and delivered to the building owner or representative. The systems manual shall include the following; 1. Site information, including facility description, history and current requirements. 2. Site contact information, 3. Basic operations and maintenance, including general site operating procedures, basic troubleshooting, recommended maintenance requirements, site events log. 4_ Major systems_ 5. Site equipment inventory and maintenance notes. 6. A copy of verifications required by the enforcing agency or this code. 7. Other resources and documentation, if applicable. 5.410.2.5.2 Systems operations training. [N] A program for training of the appropriate maintenance staff for each equipment type and/or system shall be developed and documented in the commissioning report and shall include the fallowing: 1, System/equipment overview (what it is, what it does and with what other systems and/or equipment it interfaces). 2. Review and demonstration of servicinglpreventive maintenance. 3. Review of the information in the Systems Manual. 4_ Review of the record drawings on the systemfequipment_ 5.410.2.6 Commissioning report. [N] A report of commissioning process activities undertaken through the design and construction phases of the building project shall be completed and provided to the owner or representative. 5.410.4 TESTING AND ADJUSTING. New buildings less than 10,000 square feet. Testing and adjusting of systems shall be required for new buildings less than 10r000 square feet or new systems to serve an addition or alteration subject to Section 303.1. 5.410.4.2 (Reserved) Note: For energy -related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting system and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 fcr commissioning requirements and Sections 120.5. 120.6, 130.4. and 140.9(b)3 for additional testing requirements of specific systems. 5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be included for testing and adjusting shall include at a minimum, as applicable to the project: 1. Renewable energy systems, 2. Landscape irrigation systems. 3. Water reuse systems. 5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with manufacturer's specifications and applicable standards on each system. 5.410.4.3.1 HVAG balancing. In addition to testing and adjusting, before a new space -conditioning system serving a building or space is operated for normal use, the system shall be balanced in accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National Standards; the National Environmental Balancing Bureau Procedural Standards; Associated Air Balance Council National Standards or as approved by the enforcing agency. Y N!AI RE$PON PARTY Y - YES N!A = NOT APPLICAULE RE5PDN. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, GWNER, CONTRACTOR, INSPECTOR ETC.) 5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing signed by the individual responsible for performing these services. 5.410.4.5 Operation and maintenance (O & M) manual. Provide the building owner or representative with detailed operating and maintenance instructions and copies of guaranties/warranties for each system. O & M instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related regulations. 5.410.4.5.1 Inspections and reports. Include a copy of all inspection verifications and reports required by the enforcing agency. DIVISION 5.5 ENVIRONMENTAL QUALITY SECTION 5.501 GENERAL 5.501.1 SCOPE. The provisions of this chapter shall outline means of reducing the quantity of air contaminants that are odorous, irritating, and/or harmful to the comfort and well-being of a building's installers, occupants and neighbors. SECTION 5.502 DEFINITIONS 5.502.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ARTERIAL HIGHWAY. A general term denoting a highway primarily for through traffic usually on a continuous route. A -WEIGHTED SOUND LEVEL (dBA). The sound pressure level in decibels as measured on a sound level meter using the internationally standardized A -weighting filter or as computed from sound spectral data to which A -weighting adjustments have been made. 1 BTUIHOUR. British thermal units per hour, also referred to as Btu_ The amount of heat required to raise one pound of water one degree Fahrenheit per hour, a oommon measure of heat transfer rate. A tan of refrigeration is 12,000 Btu, the amount of heat required to melt a ton (2,000 pounds) of ice at 320 Fahrenheit. COMMUNITY NOISE EQUIVALENT LEVEL (CNEL). A metric similar to the day -night average sound level (Ldn), except that a 5 decibel adjustment is added to the equivalent continuous sound exposure level for evening hours (7pm to 10pm) in addition to the 10 dB nighttime adjustment used in the Ldn. COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, timber, prefabricated woad 1-joists or finger -jointed lumber, all as specified in California Code of Regulations (CCR), Title 17, Section 93120.1(a). Note: See CCR, Title 17, Section 93120.1 DAY -NIGHT AVERAGE SOUND LEVEL (Ldn). The A -weighted equivalent continuous sound exposure level for a 24-hour period with a 10 dB adjustment added to sound levels occurring during nighttime hours (10p_m_ to 7 a.m_)_ DECIBEL (db). A measure on a logarithmic scale of the magnitude of a particular quantity (such as sound pressure, sound power, sound intensity) with respect to a reference quantity. ELECTRIC VEHICLE (EV). An automotive -type vehicle for on -road use, such as passenger automobiles, buses, trucks, vans, neighborhood electric vehicles, electric motorcycles, and the like, primarily powered by an electric motor that draws current from a rechargeable storage battery, fuel cell, photovoltaic array, or other source of electric current - Plug -in hybrid electric vehicles (PHEV) are considered electric vehicles. For purposes of the California Electrical Code, off -road, self-propoelled electric vehicles, such as industrial trucks, hoists, lifts, transports, golf carts, aidine ground support equipment, tractors, boats, and the like, are net included. ELECTRIC VEHICLE CHARGING STATiON(S) (EVCSj). One or more spaces intended for charging electric vehicles. ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). The conductors, including the ungrounded, grounded, and equipment grounding conductors and the electric vehicle connectors, attachment plugs, and all other fittings, devices, power outlets, or apparatus installed specifically for the purpose of transferring energy between the premises wiring and the electric vehicle, ENERGY EQUIVALENT (NOISE) LEVEL (Leq). The level of a steady noise which would have the same energy as the fluctuating noise level integrated over the time of period of interest. EXPRESSWAY. An arterial highway for through traffic which may have partial control of access, but which may or may not be divided or have grade separations at intersections. FREEWAY. A divided arterial highway with full control of access and with grade separations at intersections. GLOBAL WARMING POTENTIAL (GWP). The radiative forcing impact of one mass -based unit of a given greenhouse gas relative to an equivalent unit of carbon dioxide over a given period of time. Carbon dioxide is the reference compound with a GWP of one. GLOBAL WARMING POTENTIAL VALUE (GWP VALUE), A 100-year GWP value published by the Intergovernmental Panel on Climate Change (IPCC) in either its Second Assessment Report (5AR) (IPCC, 1995); or its Fourth Assessment A-3 Report (AR4) (IPCC, 2007). The 5AR GWP values are found in column "5AR (100-yr)" of Table 2.14.; the AR4 GWP values are found in column "100 yr" of Table 2.14. HIGH-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that is: (a) a chlorofluorocarbon, a hdrochlorofluorocarbon, a hydrofluorocarbon, a perfluorocarbon, or any compound or blend of compounds, with a GWP value equal to or greater than 150, or (8) any ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec_82.3 (as amended March 10, 2009). LONG RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.5 times the pipe diameter. LOW-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that: (A) has a GWP value less than 150, and (B) is not an ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009)- MERV. Filter minimum efficiency reporting value, based on ASHRAE 52,2-1999. MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base REactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundreths of a gram (g G�/g ROC) - PRODUCT -WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging). P51G. Pounds per square inch, guage. REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere. SCHRADER ACCESS VALVES. Access fittings with a valve core installed. SHORT RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.0 times the pipe diameter. SUPERMARKET. For the purposes of Section 5.508.2, a supermarket is any retail food facility with 8,000 square feet or more conditioned area, and that utilizes either refrigerated display casesr or walk-in coolers or freezers connected to remote compressor units or condensing units. VOC. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a) Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definition included in that specific regulation is the one that prevails for the specific measure in question. SECTION 5.503 FIREPLACES 5.503.1 FIREPLACES. Install only a direct -vent sealed -combustion gas or sealed wood -burning fireplace, or a sealed woodslove or pellet stave, and refer to residential requirements in the California Energy Code, Title 24, Part 6, Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local ordinances. 5.503.1.1 Woodstoves. Woodstoves and pellet stoves shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. SECTION 5.504 POLLUTANT CONTROL 5.504.1 TEMPORARY VENTILATION. The permanent HVAG system shall only be used during construction if necessary to condition the building or areas of addition or alteration within the required temperature range for material and equipment installation. If the HVAG system is used during construction, use return air filters with a Minimum Efficiency Reporting Value (MERV) of 8, based on ASHRAE 52.2-1999, or an average efficiency of 30% based on ASHRAE 52.1-1992 Replace all filters immediately prior to occupancy, or, if the building is occupied during alteration, at the conclusion of construction. 5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of rough installation and during storage on the construction site until final startup of the heating, cooling and ventilation equipment, all duct and other related air distribution component openings shall be Covered with tape, plastic, sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and debris which may enter the system. /,USED A 4 �G FF REY A'. * 018 23 REN. 09/30/27 sTgTF OF CAUFC��P coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 C\� DESCRIPTION: DATE: BID SET 12/15/25 1 PROJECT NUMBER: 230101 SHEET TITLE: CALGREEN COMPLIANCE SHEET NUMBER: Tml 0 DiSCLAWER: THS DOCWENT fS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS {CALGREEN} CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO 6E USED ON AN INDfVIDVAL PROJECT 13ASIS AND MrAY SE MdODIFIED SY THE END USER TO MEET THOSE INDWIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED VWTH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. California 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 3 (january zozs) Y NIA RESPON. PARTY 5.504.4 FINISH MATERIAL POLLUTANT CONTROL- Finish materials shall comply with Sections 5.504.4.1 through ■ ■ ARCH 5.504.4.6. 5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used an the project shall meet the requirements of the following standards, 1- Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.4.1 and 5.504.4.2_ Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), except for aerosol products as specified in subsection 2, below. 2. Aerosol adhesives, and smaller unit sixes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507. TABLE 5.504.4.1 - ADHESIVE VOC LIMIT,.z Less Water and Less Exempt Compounds in Grams per Liter ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE RASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVES 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE -PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT SPECIFICALLY LISTED 50 SPECIALTY APPLICATIONS PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL 30 PLASTIC FOAMS 50 30 POROUS MATERIAL (EXCEPT WOOD) WOOD 30 FIBERGLASS 80 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED_ 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168, www.arb.ca.gov/DRDBISC/CURHTMLlRl168.PDF TABLE 5.504.4.2 - SEALANT VOC LIMIT Less Water and Less Exempt Compounds in Grams per Liter SEALANTS CURRENT VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 260 SINGLE -PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS ARCHITECTURAL NONPOROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168_ 5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3. unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 5.504.4.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 of the 2007 California Air Resources Board Suggested Control Measure, and the corresponding Flat. Nonfat or Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall apply. 5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8 Rule 49. Y FifA RPARTY I j TABLE 5.504.4.3 - CONT. GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY CURRENT VOC LIMIT SPECIALTY COATINGS ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRINTERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/fv1ASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM -RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS) 500 HIGH -TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS? 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS: CLEAR OPAQUE 730 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS SWIMMING POOL COATINGS 450 340 TRAFFIC MARKING COATINGS 100 TUB & TiLE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC -RICH PRIMERS 340 1, GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 2, THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE_ 3, VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2005. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. 5-504-4.3-2 Verification. Verification of compliance with this section shall he provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: 1. Manufacturers product specification 2. Field verification of on -site product containers 5.504.4.4 Carpet Systems. All carpet installed in the building interior shall meet the requirements of the California department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from indoor Sources Using Environmental Chambers." Version 1.2, January 2017 (Emission testing method for California Specifications 01350). See California Department of Public Health's website for certification programs and testing labs. http s:llwww. cdph. Ga.gov/Prog ram s/CCDPHPID EODG/EHLB/IAQ) Pag esNO C. as px##rnaterial 5.504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,"Version 1.2, January 2017 (Emission testing method for California Specifications 01350). See California Department of Public Health's website for certification programs and testing labs, https:llwww.cdph.ca.gov/Programs/CCDPH P/DEODC/EHLB/IAQ/PagesNOC.aspx#material 5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 5.504.4.1. 5.504.4.5 Composite wood products. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARR's Air Toxics Control Measure (ATOM) for Composite Wood (17 CCR 93120 et seq.). Those materials not exempted under the ATCM must meet the specified emission limits, as shown in Table 5.504.4.5. 5.504.4.5.3 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following.- 1 . Product certifications and specifications. 2, Chain of custody certifications. 3, Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq). 4_ Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269 or European 636 3S standards. 5. Other methods acceptable to the enforcing agency. TABLE 5.504.4.5 - FORMALDEHYDE LIMITS, MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0-05 HARDWOOD PLYWOOD COMPOSITE CORE 0,05 PARTICLE BOARD 0.09 0.11 MEDIUM DENSITY FIBERBOARD THIN MEDIUM DENSITY FIBERBOARD2 0.13 1, VALUES IN THiS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AiR RESOURCES BOARD, AiR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN ME❑IUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5f16 INCHES (8 MM). Y NfAI RESPON. PARTY 5.504.4.6 Resilient flooring systems. Where resilient flooring is installed, at least 80 percent of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specifications 01350) See California Department of Public Health's website for certification programs and testing labs. https:/Iwww.odph.ca.gov/Programs/CCDPHP/DEODC/EHLB(IAQIPagesNOC.aspx#material 5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooring materials meet the pollutant emission limits. 5.504.4.7 Thermal insulation Comply with the requirements of the California Department of Public Health, "Standard Method of the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, "Version 1.2. January 1.2. January 2017 (Emission testing method For California Specification 01350), See California Department of Public Health's website for certification programs and testing labs. https:llwww.cdph.ca.gov/Programs/CCDPHP/DEODGIEHLBfIAOJPagesNOC„aspx##rnaterial 5.504.4.7.1 Verification of compliance. Documentation shall be provided verifying that thermal insulation materials meet the pollutant emission limits. 5.504.4.8 Acoustical ceiling and wall panels. Comply with the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, " Version 1.2, January 2017 (Emission testing method for California Specification 01350). See California Department of Public Health's website for certification programs and testing labs. 5.504,4.8.1 Verification of compliance, Documentation shall be provided verifying that acoustical finish materials meet the pollutant emission limits_ 5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 13. MERV 13 filters shall be installed prior to occupancy, and recommendations for maintenance with filters of the same value shall be included in the operation and maintenance manual, Exceptions: Existing mechanical equipment. 5.504.5.3.1 Labeling, Installed filters shall be clearly labeled by the manufacturer indicating the MERV rating. 5.504,7 ENVIRONMENTAL TOBACCO SMOiLE (ETS) CONTROL. Where outdoor areas are provided for smoking, prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and within the building as already prohibited by other laws or regulations; or as enforced by ordinances, regulations or policies of any city, county, city and county, California Community College, campus of the California State University, or campus of the University of California, whichever are more stringent. When ordinances, regulations or policies are not in place, post signage to inform building occupants of the prohibitions_ SECTION 5.505 INDOOR MOISTURE CONTROL 5.505.1 INDOOR MOISTURE CONTROL. Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1202 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures, see Section 5.407.2 of this code. SECTION 5.506 INDOOR AIR QUALITY ]ECH 5.506.1 OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in buildings, meet the minimum requirements of Section 120.1 (Requirements For Ventilation) of the California ,energy Code, or the applicable local code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8_ 5.506.2 CARBON DIOXIDE (CO2) MONITORING. For buildings or additions equipped with demand control ventilation, COz sensors and ventilation controls shall be specified and installed in accordance with the requirements of the California Energy Code, Section 120(c)(4). 5.506.3 Carbon dioxide (CO2) monitoring in classrooms. (DSA-SS) Each public K-12 school classroom, as listed in Table 120.1-A of the California Energy Coder shall be equipped with a carbon dioxide monitor or sensor that meets the following requirements: 1. The monitor or sensor shall be permanently affixed in a tamper -proof manner in each classroom between 3 and 6 feet (914 mm and 1829 mm) above the floor and at least 5 feet (1524 mm) away from door and operable windows. 2. When the monitor or sensor is not integral to an Energy Management Control System (EMCS), the monitor or sensor shall display the carbon dioxide readings on the device_ When the sensor is integral to an FMCS, the carbon dioxide readings shall be available to and regularly monitored by facility personnel. 3. A monitor shall provide notification though a visual indicator on the monitor when the carbon dioxide levels in the classroom have exceeded 1,100ppm_ A sensor integral to an E M C S shall provide noff cation to facility personnel through a visual and/or audible indicator when the carbon dioxide levels in the classroom have exceeded 1,100ppm. 4, The monitor or sensor shall measure carbon dioxide levels at minimum 15- minute intervals and shall maintain a record of previous carbon dioxide measurements of not less than 30 days duration. 5. The monitor or sensor used to measure carbon dioxide levels shall have the capacity to measure carbon dioxide levels with a range of 400ppm to 2000ppm or greater. 6, The monitor or sensor shall be certified by the manufacturer to be accurate within 75ppm at 1,000ppm carbon dioxide concentration and shall be certified by the manufacturer to require calibration no more frequently than once every 5 years. SECTION 5.507 ENVIRONMENTAL COMFORT 5.507.4 ACOUSTICAL CONTROL. Employ building assemblies and components with Sound Transmission Class (STC) values determined in accordance with ASTM E 90 and ASTM E 413, or Outdoor -Indoor Sound Transmission Class (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method in Section 5.507.4.1 or 5.507.4.2. Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking structures and utility buildings. Exception: [DSA-SS] For public schools and community colleges, the requirements of this section and all subsections apply only to new construction. 5.507.4.1 Exterior noise transmission, prescriptive method. Wall and roof -ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall meet a composite STC rating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of 40 or OITC of 30 in the following locations: 1. Within the 65 CNEL noise contour of an airport. Exceptions: 1 _ Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible Land Use Zane (AICUZ) plan. 2. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed shall be determined by the local general plan noise element. 2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or fixed -guideway source as determined by the Noise Element of the General Plan, 5.507.4.1.1. Noise exposure where noise contours are not readily available. Buildings exposed to a noise level of 65 dB Lq - 1-hr during any hour of operation shall have building, addition or alteration exterior wall and roof -ceiling assemblies exposed to the noise source meeting a composite STC rating of at least 45 (or OITC 35), with exterior windows of a minimum STC of 40 (or OITC 30), 5.507.4.2 Performance Method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and roof-oeiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does not exceed an hourly equivalent noise level (Leq-1 Hr) of 50 dBA in occupied areas during any hour of operation. 5.507.4.2.1 Site Features. Exterior features such as sound walls or earth berms may be utilized as appropriate to the building, addition or alteration project to mitigate sound migration to the interior. 5,507.4.2.2 Documentation of Compliance. An acoustical analysis documenting complying interior sound levels shall be prepared by personnel approved by the architect or engineer of record. 5.507.4.3 Interior sound transmission. Wall and floor -ceiling assemblies separating tenant spaces and tenant spaces and public places shall have an STC of at least 40. Note: Examples of assemblies and their various STC ratings may be found at the California Office of Noise Control: www.toolbase.arg/PDF/CaseStudies/stc icc_ratings.pdf, SECTION 5.508 OUTDOOR AIR QUALITY 5.508.1 Ozone depletion and greenhouse gas reductions. Installations of HVAC, refrigeration and fire suppression equipment shall comply with Sections 5.508.1.1 and 5.508.1.2. 5.508.1.1 Chlorofluorocarbons (CFCs). Install HVAC, refrigeration and fire suppression equipment that do not contain CFCs. 5.508.1.2 Halons. Install HVAC, refrigeration and fire suppression equipment that do not contain Halons. Y Y = YES NIA = NOT APPLICABLE RESPON. PARTY RESPONSIBLE PARTY Ile: ARCHITECT, ENGINEER. OWNER, CONTRACTOR, INSPECTOR ETC.I RESPON, PARTY 5.508.2 Supermarket refrigerant leak reduction. New commercial refrigeration systems shall comply with the MECH provisions of this section when installed in retail food stores 8,000 square feet or more conditioned area, and that utilize either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. The leak reduction measures apply to refrigeration systems containing high -global -warming potential (high-GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems include bath new facilities and the replacement of existing refrigeration systems in existing facilities. Exception: Refrigeration systems containing low -global warming potential (low-GWP) refrigerant with a GWP value less than 150 are not subject to this section_ Low-GWP refrigerants are nonozone-depleting refrigerants that include ammonia, carbon dioxide (CO,?), and potentially other refrigerants. 5.508.2.1 Refrigerant piping. Piping compliant with the California Mechanical Code shall be installed to be accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside diameter (OID) less than 114 inch, flared tubing connections and short radius elbows shall not be used in refrigerant systems except as noted below. 5.50B.2.1.1 Threaded pipe. Threaded connections are permitted at the compressor rack. 5.508.2.1.2 Coppef pipe, Copper tubing with an OD less than 114 inch may be used in systems with a refrigerant charge of 5 pounds or less. 5.508,2.1.2.1 Anchorage. One-fouth-inch OD tubing shall be securely clamped to a rigid base to keep vibration levels below 8 mils. 5.508.2.1.3 Flared tubing connections. Double -flared tubing connections may be used for pressure controls, valve pilot lines and oil. Exception: Single -flared tubing connections may be used with a multiring seal coated with industrial sealant suitable for use with refrigerants and tightened in accordance with manufacturer's recommendations. 5.508.2.1.4 Elbows. Short radius elbows are only permitted where space limitations prohibit use of long radius elbows. 5.508.2.2 Valves. Valves Valves and fittings shall comply with the California Mechanical Cone and as follows. 5.508.2.2.1 Pressure relief valves. For vessels containing high-GWP refrigerant, a rupture disc shall be installed between the outlet of the vessel and the inlet of the pressure relief valve. 5.508.2.2.1.1 Pressure detection. A pressure gauge, pressure transducer or other device shall be installed in the space between the rupture disc and the relief valve inlet to indicate a disc rupture or discharge of the relief valve. 5.508.2,2.2 Access valves. Only Schrader access valves with a brass or steel body are permitted for use. 5.508.2.2.2,1 Valve caps. For systems with a refrigerant charge of 5 pounds or more, valve caps shall be brass or steel and not plastic. 5.508.2.2.2.2 Seal caps. If designed for it, the cap shall have a neoprene 0-ring in place. 5.508.2.2.2.2.1 Chain tethers. Chain tethers to fit our the stem are required for valves designed to have seal oaps- Exception: Valves with seal caps that are not removed from the valve during stem operation, 5.5D8.2.3 Refrigerated service cases. Refrigerated service cases holding food products containing vinegar and salt shall have evaporator coils of corrosion -resistant material, such as stainless steel: or be coated to prevent corrosion from these substances. 5.508.2.3.1 Coil coating. Consideration shall be given to the heat transfer efficiency of coil coating to maximize energy efficiency. 5.508.2.4 Refrigerant receivers. Refrigerant receivers with capacities greater than 200 pounds shall be fitted with a device tha indicates the level of refrigerant in the receiver. 5.508.2.5 Pressure testing. The system shall be pressure tested during installation prior to evacuation and charging, 5.508.2.5.1 Minimum pressure. The system shall be charged with regulated dry nitrogen and appropriate tracer gas to bring system pressure up to 300 psig minimum, 5.508.2.5.2 Leaks. Check the system for leaks, repair any leaks, and retest for pressure using the same gauge. 5.508.2.5.3 Allowable pressure change. The system shall stand, unaltered, for 24 hours with no more than a +/- one pound pressure change from 300 psig, measured with the same gauge. 5.508.2.6 Evacuation. The system shall be evacuated after pressure testing and prior to charging. 5.509.2.6.1 First vacuum. Pull a system vacuum down to at least 1000 microns (+/- 50 microns), and hold for 30 minutes. 5.503.2.6.2 Second vacuum. Pull a second system vacuum to a minimum of 500 microns and hold for 30 minutes. 5.503.2.6.3 Third vacuum. Pull a third vacuum down to a minimum of 300 microns, and hold for 24 hours with a maximum drift of 100 microns over a 24-hour period. CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other oertifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1, Certification by a national or regional green building program or standard publisher, 2. Certifiicafion by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors_ 3, Successful completion of a third party apprentice training program in the appropriate trade. 4. Other programs acceptable to the enforcing agency. Notes: 1. Special inspectors shall he independent entities with no financial interest in the materials or the project they are inspecting for compliance with this Bode_ 2. HERS raters are special inspectors certified by the Californla Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). responsible BSC•CG When re urred b the enforcing agency, the owner or the entity actin as the owners agent [ ] q Y 9 g cy,tY g g shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code_ Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. in addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS 703.1 DOCUMENTATION. documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. D ARCy/\ �G rF REY A' �7 018 23 REN. 09/30/27 sTgTF OF CAUF��P coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 4 MA DESCRIPTION: DATE: BID SET 12/15/25 1 PROJECT NUMBER: 230101 SHEET TITLE: CALGREEN COMPLIANCE SHEET NUMBER: Tml 1 DISCLAIMER:TF1fS DOCUMENTIS PROVIDED AND INTENDED TO BE USED AS A PAEANS TO 1NDfCATEAREAS OF COMPLONCE WITh ThE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN SLiILDING VEPARTMENTJURISDICTiONS, THiS CHECKLISTIS TO BE USED ONAN INDW00AL PROJECTBASO AND MAY BE M00iFIED 13Y THE EIYD USED TO MEET THOSE iNDIWDUAL NEEDS. THE END USERA3SOMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THfS DOCUMENT, ;NCLUDiNG VERIFICATION WITH TFIEFULL CODE_ Fire Hydrant Detail Thrust Block Diagram TOP VIEW CL200 Pipe i F THRUST BLOCK as° 4M 4M } ♦ _ Height Measure- ment Undisturbed SoiI 51DEVIEW Notes 1. Underground fire service utilities shall be AWWA C-900 Class 200 pipe 2. Pipe joints shall be exposed at the time of hydrostatic test 3. Hydrostatic test shall be 200 psi for 2 hours 4. Tracer wire and tape are required and shall be in accordance with AWWA 5. Thrust blocks shall be Class 560-C-32.50 concrete, unless specified otherwise 6. For thrust block dimensions, see thrust block calculation detail. 7. Pipe shall be buried a minimum of 3 feet 8. Pipe shall be sleeved per NFPA for penetrating foundations 9. Nrovide an underground pipe certification at the time of the underground final Thrust Block Area Calculations k4541 face of curb face of hydrant 3 feet (minimum) 2 feet !� curb 5-INCH PIPE 1. Min. Sail Bearing Capacity (PSF) = 1500 2, Min, Working Pressure (PSI) = 2C0 THRUST FROM NFP/P4 TABLE A-8-6.2 A BEND FOR: DEAD END _. 3.739 LB @ 100 PSI FOR 200 PSI = 200 100 3,739 7,478 LB Ab - T+Sb 7,47811.500 4.99 S.F. A6"S.F. - 4.99 X 1.5 = 7.48 S.F. USE 3' WIDE X 2.5' HIGH THRUST BLOCK 90, BEND = 5298 LB @ 100 PSI FOR 200 PSI = 2001 100 5,288 = 10,576 LB Ab = T/Sb = 10,576 / 1 ,500 = 7.05 S.F. Ab`S.F. = 7.05 X 1.5 = 10.58 S.F. USE 4' WIDE X 3' HIGH THRUST BLOCK 45' BEND = 2,862 LB C 100 P51 FOR 200 PSI = 2001 10D 2,862 = 5,724 LB Ala = TiSb = 5,724 f 1,500 = 3,82 S,F. A6'S.F. = 3.82 X 1.5 = 5.72 B.F. USE 2.5' WIDE X 2.5' HIGH THRUST BLOCK 22 1121 BEND = 1,459 LB 0 100 PSI FOR 200 PSI = 2001 100 1,459 2,918 LB Ab1 T/8b = 2,918 f 1,500 = 1.95 S.F. Ab'&R = 1.95 X 1.5 = 2,92 S.F, USE 2' WIDE X 15HIGH THRUST BLOCK 11 1l4° BEND = 733 LB ca) 100 PSI FOR 150 PSI = 200/100 733 = 1,465 LB Ab = TfSID M 1,466 / 1,500 = 0.98 S.F. A6'5.17. 0.98 X 1.5 = 1.47 S.F. USE V WIDE X 1.5'HIGH THRUST BLOCK Detail A -Sign Specifications 12 inches PIV 1 FDC FIRE SPRINKLER SYSTEM 18 inches $55 BROADWAY Sign Height: 7 feet Concrete Base: 11/1 ft. min. Sign Specifications 1. Measurements MUST be exact and will be subject to a field inspection 2, Sign shall be ,080 gauge aluminum 3. Holes and radii must adhere to FHWA standards 4, Sign support pole: schedule 40, 2-inch galvanized pipe 5. Sign shall be buried in concrete base, buried 1112 feet deep Detai I B - Sign Content (Specify PIV 1 FDC or FDC) 1 t112 inch lettering (List the type of system PIV/FDC serves) I r/2 inch lettering (Address or Address Range) 3/¢ inch lettering Sign Lettering 1. Signage letter Height: 11/2 inches tall, 3/4 inch for address line 2. White background with black lettering 3. Sign shall have ASTM Type IV High Intensity reflective sheeting 4. Sign shall be provided with a protective overlay film SIDE VIEW face of hydrant face of curh 3 feet (minimum) 2 feet - 6 inches Concrete Pad curbi Concrete Pad 4 feet Hydrant 0 4 feet TOP VIEW Hydrant Specifications 1. Measurements MUST be exact and will be subject to a field inspection 2. Residential and commercial hydrants must have one 4 inch port and two 2 112 inch ports with national standard threads (NST) 3- Industrial fire hydrants most have two 4 inch port and one 2 1/2 inch port with NST 4. Painted (OSHA) yellow 5. Must have concrete pad adhering to the above specifications 6. A blue reflective marker must be in place to identify fire hydrant location 7- Concrete pad must be a minimum of 4 inches thick S. Base of hydrant must be 6 inches from concrete pad 9. Provide 3-feet (minimum) from the face of the hydrant to the face of the curb (bollards are required if distance is not met) Water Supply - Bollards Fire Hydrants/ Fire Dept. Connections / Post Indicating Valves TOP VIEW SIDE VIEW Bollard Concrete Pad Concrete Pad (See Fire Hydrant Specifications) .., F Concrete Pad 3 feet (minimum) Hollard Hydrant Concrete Pad f Bollard 3 fe.k (minimum) :3 feet (minimum) Rounded (Follow salne concrete specifications with additional cap bollards) 3 feet 3 feet (minimum) 3 feet (minimum) 15-inch diameter concrete footing Li 4 feet, 6 inches deep I I Li Bollard Specifications 1, Measurements MUST be exact and will be subject to a field inspection 2. Bollards must be 4-inch diameter galvanized steel post 0/4" wall) filled with concrete 3. A blue reflective ]marker must be in place to identify fire hydrant location 4. Bollards must be coated using safety yellow paint. COMMERCIAL KNOX BOXNAULT REQUIREMENTS Single Tenant - For Buildings Fquipped with a fire Control Row) Building Main Cntrance Knox Box I]I I] f 0 max �m�xRir n7i,7 5 r. Main Fntrance/Street facing • Located no further than 10 ft. from main entrance • Minimum height = 5 ft. / Maximum = 6 ft. ■ Knox Box model 3271 (recessed w/ hinged door) Building KnoxVault z k. ■ Fire Control Roomer max rnax 6 a. nun 5 fi. Fire Control Room • Located no further than 2 ft_ from fire Control room +.at latching side + Minimum height = 5 ft. / Maximum = 6 ft. • Knox Vault Model 4431 (recessed w/ hinged door) FIRE LANE IDENTIFICATION fire Canes shall be identified in accordance with one of the details .below. Detail A - No Stopping Sign 12" Notes: + Signs shall be in accordance with Caltrans/FHWA standard [R26F] (Seepage 2) * The face of the sign shall be parallel to the roadway STOPPII�� •Spaced at maximum intervals of 50ft an center or fraction thereof °' Signs shall be mounted on posts 7ft above grade or on building as approved FIRE • Signs shall be .080 gauge aluminum LANE ■ Signs shall have ASTM Type IV High Intensity reflective sheeting • Signs shall be provided with a protective overlay film we 22soa.1 Detail B - Curb Painting • Both sides of fire lane unless otherwise approved Notes: { • Entire curb shall be painted red [two coats] --" • White lettering - "NO STOPPING - FIRE LANE - [two coats] [ II Lettering height - minimum of 4 inches ",,I • Lettering to be on top of designated curbing ■ Spaced at maximum intervals of 25ft on center or fraction thereof Paint shall be suitable for exterior application and fade resistant Deta 11 C - StrIpl ng (with no cu rb) - Both sides of fire lane unless otherwise approved Notes: + Minimum width of this red stripe shall be 13 inches [two coats] r r + • White lettering - "NO STOPPING - FIRE LANE" [two coats] ■ Lettering height - minimum of 6 inches + Spaced at maximum intervals of 25ft on center or fraction thereof • Paint shall be suitable for exterior application and fade resistant NO STOPPING SIGN Signs shall be in accordance with CaitranslFHWA standard [R26F] R F B N* B FIREJ =A J' LANE CVC 22500.9 �K L A * CONItEtISE SPA( 27% FOB STANDARD SM, 15% FOR PSI= SIGN. SIGN OIIfEMSNIN$ {INCITE$} C 9 E F C N J 9 L M STANOAIID g350 1 1/4 5 112 1 1/2 S 1/ZB 7/4 38 2 1/48 1 /Z 1t/II 5 5/0 SPECIAL 1/2 11 21/2 66 1 flat 51 31/2Ii S/4C 1 114 10 CKM LEGEM i Bd10Ell • M BACIt6RtttMm • 1tfFRTE ($EFL) THE POLICY FOR tNTENCEB USAGE OF THIS SIGN 18 SHOWN ON REVERSE SIDE. Fire Control Room (top view) 4 feet fi 12-inch minimum measurement from side wall. 12-inch minimum measurement from back wall. Riser \'4 Spare Sprinkler Head Box Fire Alarm Control Panel 1 or 2 inch annular space (per NFPA) 1 5 M 0( ��r Et "u5t be a M 3 feel Fire Control Room Specifications 1. Measurements MUST be exact and will be subject to a field inspection. 2. Lighting is required on emergency back-up. 3, Door must be marked "FIRE CONTROL ROOM" in 4-inch letters, 4. Fire alarm panel to be located in the Firc Control Room. 5. A Fire Control Room shall be provided for each structure that has an automatic fire sprinkler system. 6, Doors shall exit directly to the exterior of the building and shall not be obstructed by any means. 7. This room shall not be used for any other purpose (i.e. no other non -life safety equipment can be located within this roorn. *NOTE: For multiple risers in a roam, the room dimension must be no less than 18 inches from appurtunances in all directions (to be approved by Fire Department.) PREMISE IDENTIFICATION Building address numbers shall be plainly visible and legible from the street or main access to the building. Numbers shall contrast with their background and comply with the following: Distance from Building to Face of Curb Minimum Number Height Minimum Stroke 0 - 50 feet 6 inches 1 inch 51 - 150 feet 10 inches 1.5 inches > 151 feet 16 inches 2- inches 13(,'ILF)IN <- face of building (front) � F 4 I I I I I I i t I ",face of curb STREET A Specifications: • This policy will also apply to monument signs. • Buildings maybe required to have their address posted in multiple locations. Exterior Strobe Detail A\\\\\\\\\\\\\\\\■ PARKING LOT BUILDING y ♦. \ \ \ \ \\ \ \ \ \4 4 FDCfPIV Strobe TOP VIEW BUILDING Strobe 0 12'-16! 7 PARKING LOT SIDE VIEW FDCfPfV ti 0 AR-, �G FF REY A. 018 23 REN. 09/30/27 sTgTF OF CAUFO��P war DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: FIRE EXHIBIT Strobe Specifications SHEET NUMBER: 1. Shall be weatherproof per NEMA 4K 2. Install at a height between 12 - 16 feet above finished grade 3. Strobe shall only be activated upon water flow. 4. The strobe shall be located to create a perpendicular angle with the FDC/PIV Tml 2 5. Strobe shall be a minimum of 11Ocd and a strobe only device ,S -O ARC,,j/T �G ,FRAY A. �C) 018 23 REN. 09/30/27 sTgTF OF CAUF��P coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com Water Supply - Bollards Wafer Check Operations Policy Detail Fire Hydrants Fire Dept. Connections Post Indicating VaIves ---_-----_------------------- __________________._.._.._.._.._.._.._.._.._.._.._.WC-hec . Post 4 Fire Departmeni Bollard indicator Connection Valve ++ k Valve36 - 44-- TOP VIEW Concrete Pad Concrete load above (See Fire Hydrant finished � - 5pecificationsl grade 3b-inch minimumRiser PROJECT: Concrete Pad 3 feet (minimum) Bollard Hydrant Concrete Pad Bollard ' ' 1 CITY OF NEWPORT BEACH NEWPORT BEACH FIRE ' fejiit (minimum} 0 3 feet (minimum} STATION NO. 1 & LIBRARY I-- 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 Wafer Creek Valve (Fol law same CITY CONTRACT NO. C-8865-1 Rounded� SIDE VIEW concrete specifications } cap with additional Detailbollards) B �WPQ IQ� ----------- ------------.......................... ....................... 3 feel <C 0 �� i feet (rrrinirnurn 3 feet (minirnurni -41— Post Fire Department Indicator Connection }. y � Valve 36". 44"' 14 Check Valve V _ above C'9L/F0 15-inch diameter finished e Romer grade 36-inch minimum P- concrete footing 4 feet, 6 inches deep DESCRIPTION: DATE: ON Supply N BID SET 12/15/25 Bollard Specifications ILAI I i .&T 1. Measurements MUST be exact and will be subject to a Field inspection � 2. Bollards must be 4-inch diameter galvanized steel post (1 /4" wall) filled with concrete aier Check Valve 3. A blue reflective marker must be in place to identify fire hydrant location 4. Bollards roust be coated using safety yellow paint. Specifications 1 . Measu rements MU ST be exact and Zvi I I he subject to a Field inspection . A blue reflective marker must be in place to identify location 3. See CVFD Policy 3104.00 Concrete Pad PIV/FDC Detail PIV / FDC PiV Sign Location FDC 8 inches from edge i of concrete pad Z Z feet 3 feet 2 feet Curt) = 3. test to fare of curb �� ` I� Swing Check Operation Policy ' Concrete Pad 510E VIEW .4(— Post Fire Department Parking Indicator Connection 3611_ 44 „ Valve Check Valve above Concrete Pad 3 feet to curb finished grade 36-inch minimu8n o Riser PROJECT NUMBER: FDC i PIS P!V/FDC Appliance 2 feel Appliance � 230101 Sign---i - - +- -�-- ,3 feet to curb -- ------------------ - - - - - - 8 inches F i Curb 2 r feet 3 feet to curb 1 SHEET TITLE: FIRE EXHIBIT 2 feet 3 feet y 2 feet + Parking C, One-way Swing Check Valve TOP VIEW peCl�l�atl�n5 } � PIV/FDC Specifications ID 1. Measurements MUST be enact and itI be subject to a field inspection SHEET NUMBER: 1. Measurements MUST be exact and will be subject to a field inspection 2. A blue reflective marker must be in place to identify location 2. Fire Department appliances shall be no closer than 3 feet to the face of the curb 3. See CFD Policy 3104.00 3. Concrete pad must be a minimum of 4 inches thick Tm13 4, A blue reflective marker must be in place to identify PIV/FDC location O��EWPoR e CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT 3 per, T BUILDING DIVISION r, 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 gcfro9k. www.newportbeachca.gov 1 (949) 644-3200 CASE NO.: a�a5 ® REQUEST FOR MODIFICATION TO PROVISIONS OF TITLE 9 (FIRE CODE) OR TITLE 15 (BUILDING CODE) OF THE NEWPORT BEACH MUNICIPAL CODE (See Reverse for Basis for Approval) (Fee $316) ❑ REQUEST FOR ALTERNATE MATERIAL OR METHOD OF CONSTRUCTION (See Reverse for Basis for Approval) (Fee $316) For above requests, complete Sections 1, 2 & 3 below by printing in ink or typing. JOB ADDRESS: SITE ADDRESS: 110 Balboa Blvd E, FS1 Owner City of Newport Beach Address 100 Civic Center Dr Newport Beach, CA zip 92660 Daytime Phone ( 949 ) 644-3200 III FOR STAFF USE ONLY III Plan Check # XC2025-5052 # of Stories 2 Occupancy Classification B / R-2 (FIRE STATION) Use of Building FIRE STATION / LIBRARY # of Units Project Status PLAN CHECK APPLIED Construction Type V-B Verified by Dirt" No. of Items 1 Fee due $316 DISTRIBUTION: ❑ Owner ® Plan Check DRH ® Petitioner ❑ Inspector ❑ Fire ❑ Other PETITIONER: Petitioner Tom Sandefur, P.E. (Petitioner to be architect or engineer) Address 100 Civic Center Drive Newport Beach, CA zip 92660 Daytime Phone (949 ) 644-3321 Email: tandefur@newportbeachca.gov Z REQUEST: Submit plans if necessary to illustrate request. Additional sheets or data may be attached. To allow all areas not accessible by the public within Fire Station #1 to be exempted from State and Federal accessibility requirements. All public areas will be made accessible in compliance with CBC Chapter 11 B requirements. uJUSTIFICATION/FINDINGS OF EQUIVALENCY: CODE SECTIONS: I CBC 11 B-201.1 The National Fire Protection Association (NFPA) Standard 1001 sets professional qualifications for firefighter job expectations. The Job Performance Requirements (JPR's) are based on the duties of professional and volunteer firefighters are expected to perform, including but not limited to: the ability to don and remove clothing, use breathing apparatus, the ability to climb ladders, pick up, move, and use tools and equipment, and the ability to work in fire -ground operation areas and confined spaces. The 2019 edition of NFPA 1001 contains information pertaining to the necessary knowledge and skill sets that firefighters are required to master in order to perform their assigned duties. The listed JPR's in NFPA 1001 require firefighters to be "able-bodied' in order to work within these perimeters. Firefighters that are injured must be medically cleared to this standard prior to returning to duty. otherwise, they are not allowed to occupy an on -duty position at any city fire station. Fire Station No. 1 will have accessible areas for the public on the first floor, including an accessible restroom. However, the entire second floor and of the station is reserved for on -duty `able -body" firelighters only. There is no public functlon at these areas, and the residential area/livinq quarters are only for on -duty personnel. Petitioner's Position Assistant City Engineer Signature / CA Professional Lic. # 64465 Date: 08/14/2025 FOR STAFF USE ONLY DEPARTMENT ACTION: In accordance with: ❑ CBC 104.11/CFC 104.9 (Alternate materials & methods) Concurrence from Fire Code Official is required. Approved ❑ Disapproved By: E Date Request (DOES) ES NO ),lessen any fire protection requirement . Request (DOES) OES NOT ssen the structural integrity CBC 104.1O/CFC 104.8 (CBC Modification) ❑ Written Comments Attached Zfl S The Request is: Granted ❑ Denied (See reverse for appeal information) ❑ Granted (Ratification required) Conditions of Approval: Signatur PositionCHiEF BU!I_DING OFFICIAL Print Naime:fit spa\t�E Date APPEAL OF DIVISION ACTION TO THE BUILDING BOARD OF APPEALS (See Reverse) (Signature, statement of owner or applicant, statement of reasons for appeal and filing fees are required.) CASHIER RECEIPT NUMBER: CIA (,61 `i Forms\modif 07/29/24 /,�_D ARC1,11\ * 018 23 REN. 09/30/27 sTgTF OF CAUFO��P coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 C4-* DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: APPROVAL EXHIBITS SHEET NUMBER: 0 M N CD u•) (U CD (U CD (U 1-1 LEGAL DESCRIPTION LOTS 1, 2 AND 3 IN BLOCK 2, LOTS 11 AND 12 IN BLOCK 1, AND THE EASTERLY 30 FEET LOT 1 IN BLOCK 3, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, ALL IN EAST NEWPORT AS PER MAP ON FILE IN BOOK 3, PAGE 37 OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA. TOGETHER WITH THAT VACATED PORTION OF 1ST STREET AND ALLEY, TITLE TO WHICH WOULD PASS BY THE CONVEYANCE DESCRIBING SAID LOTS AS RECORDED IN RESOLUTION NO. 577, RECORDED FEBRUARY 24, 1931 IN BOOK 360, PAGE 130, RESOLUTION NO. 354, RECORDED FEBRUARY 3, 1931 IN BOOK 458, PAGE 136, RESOLUTION NO. 577, ALSO RECORDED APRIL 10, 1931, IN BOOK 476, PAGE 4 AND RESOLUTION NO. 5312, RECORDED SEPTEMBER 29, 1960 IN BOOK 5440, PAGE 45, ALL OF OFFICIAL RECORDS. APN: 048-072-02 AND 048-072-24 BASIS OF BEARING THE BASIS OF BEARINGS FOR THIS MAP IS THE CALIFORNIA COORDINATE SYSTEM, ZONE 6, NORTH AMERICAN DATUM 1983 PROJECT TO GROUND COORDINATES, CONSTRAINED TO THE ORANGE COUNTY HORIZONTAL CONTROL NETWORK ON THE 2017.50 EPOCH AS PUBLISHED BY THE COUNTY OF ORANGE PUBLIC WORKS. REFERENCED BY STATIONS) "6183R1" & "6093R1". THE COORDINATE VALUES FOR THOSE STATIONS ARE BELOW: "6183R1" NORTHING: 2167355.96 EASTING: 6057301.76 "6093R1" NORTHING: 2165497.85 EASTING: 6063411.79 BENCH MARK BM ID: 1 E-122-14 (NAVD 1988) PER ORANGE COUNTY VERTICAL CONTROL DATA SHEETS AS PUBLISHED BY THE COUNTY OF ORANGE PUBLIC WORKS. DESCRIPTION: 4" ALUMINUM DISK IN SOUTHWEST CORNER OF A 4' CATCH BASIN LOCATED ALONG THE SOUTH SIDE OF WEST BALBOA AVENUE, 133' WEST OF THE CENTERLINE OF 7TH STREET. ELEV = 9.179 FT PLANS AND SPECIFICATIONS THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS AND THE SPECIFICATIONS . STANDARD DESCRIPTION SPECIFICATIONS: STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2015 CALIFORNIA DEPARTMENT OF TRANSPORTATION MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. CALIFORNIA DEPARTMENT OF TRANSPORTATION U.S CUSTOMARY STANDARD SPECIFICATIONS. STANDARD DRAWINGS: DESCRIPTION CITY OF NEWPORT BEACH STANDARD DRAWINGS, LATEST EDITION STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK). LATEST EDITION (TYP) PRIVATE ENGINEER'S NOTICE TO CONTRACTORS: THE EXISTENCE AND APPROXIMATE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE DETERMINED BY A SEARCH OF THE AVAILABLE PUBLIC RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UNDERGROUND UTILITIES OR STRUCTURES EXCEPT AS SHOWN. THE CONTRACTOR IS REQUIRED TO TAKE THE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. CONTRACTOR SHALL PERMANENTLY MONUMENT PROPERTY CORNERS PRIOR TO START OF CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. GRADING AND GEOTECHNICAL SPECIFICATIONS: ALL GRADING SHALL BE DONE UNDER OBSERVATION AND TESTING BY A QUALIFIED ENGINEER OR GEOTECHNICAL ENGINEER AND, IF REQUIRED, BOTH A CIVIL ENGINEER OR GEOTECHNICAL ENGINEERING AND AN ENGINEERING GEOLOGIST. ALL GRADING MUST BE PERFORMED IN ACCORDANCE WITH APPLICABLE CITY ORDINANCE AND THE RECOMMENDATIONS AND SPECIFICATIONS SET FORTH IN THE SOILS REPORT OR GEOLOGICAL/GEOTECHNICAL INVESTIGATION ENTITLED: PROPOSED BALBOA LIBRARY AND FIRE STATION NO. 1 100 AND 110 EAST BALBOA BOULEVARD, NEWPORT BEACH CA. APRIL 4, 2024; UPDATED MARCH 6, 2025 PROJECT NO. W1729-88-01 DIAL TOLL FREE A 811 Know what's below. AT LEAST TWO DAYS Call before you dig. BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CAUTION: THE CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES WITHIN LIMITS OF WORK PRIOR TO STARTING ANY CONSTRUCTION ACTIVITIES. PRIOR TO POTHOLING, THE CONTRACTOR SHALL PROVIDE THE ENGINEER TWO WORKING DAYS NOTICE TO SURVEY AND VERIFY THE HORIZONTAL/VERTICAL LOCATION OF ALL EXISTING UTILITY CROSSINGS. CHANGES TO THE PROPOSED WET UTILITY ALIGNMENT COULD BE REQUIRED BASED ON THE ACTUAL UTILITY LOCATIONS. APPROVAL OF CONSULTANTS THIS PLAN HAS BEEN REVIEWED AND CONFORMS TO RECOMMENDATIONS OF SOILS ENGINEERING/ GEOLOGIC REPORTS: SOIL ENGINEERING & PROPOSED BALBOA LIBRARY AND FIRE STATION NO. 1 GEOLOGIC REPORTS: 100 AND 110 EAST BALBOA BOULEVARD, NEWPORT BEACH CA. APRIL 4, 2024; UPDATED MARCH 6, 2025 PROJECT NO. W1729-88-01 BY JELISA ADAMS 3092 PROFESSIONAL ENGINEER G.E. COMPANY GEOCON BY GERALD A. KASMAN 2251 R.G.E ENGINEERING GEOLOGIST G.E. E.G COMPANY GEOCON EARTHWORK QUANTITY: CUT (CYDS) FILL (CYDS) TOTAL GRADING (CYDS) i*FeR-T/EXPORT 300 10 310 290 R+R (CYDS) 1,360 1. GRADING VOLUMES ARE RAW NON -ADJUSTED QUANTITIES 2. FOR PLAN CHECK PURPOSES ONLY ► —11:1v"FM11601 AB AGGREGATE BASE GFF GARAGE FINISH AC ASPHALTIC CONCRETE OR FLOOR A/C AIR CONDITIONER G.P. GRADING PERMIT AP ANGLE POINT GV GATE VALVE APN ACCESSOR PARCEL NUMBER HP HIGH POINT APP'D APPROVED HR HOUR AV AIR VAC INT INTERSECTION AVE AVENUE INV INVERT BC BEGINNING OF CURVE IP IRON PIPE BCR BEGINNING OF CURB RETURN IPD INDUSTRIAL PLANNED BLVD BOULEVARD DEVELOPMENT BMP BEST MANAGEMENT PRACTICES IRR IRRIGATION LINE BO BLOW OFF L LENGTH BW BACK OF WALK LAT LATERAL CA CALIFORNIA LDM LAND DEVELOPMENT CATV CABLE TELEVISION MANUAL CB CATCH BASIN LF LINEAR FEET CBC CALIFORNIA BUILDING CODE LLC LIMITED LIABILITY CEG CERTIFIED ENGINEERING COMPANY GEOLOGIST LP LOW POINT CF CURB FACE LT LEFT CFS CUBIC FEET PER SECOND M METER CLF CHAIN LINK FENCE MAX MAXIMUM CLR CLEAR MH MANHOLE CL CENTER LINE MR MISCELLANEOUS RECORDS CMP CORRUGATED METAL PIPE MISC MISCELLANEOUS CONIC CONCRETE MIN MINIMUM CY CUBIC YARDS N/A NOT APPLICABLE DEG DEGREE NDW NON -DOMESTIC WATER DEPT DEPARTMENT NTS NOT TO SCALE DG DECOMPOSED GRANITE NO NUMBER DIST DISTRICT NPDES NATIONAL POLLUTANT DR DRIVE DISCHARGE ELIMINATION DWY DRIVEWAY SYSTEM E ELECTRICAL OD OVERFLOW DRAIN EC END CURVE OR OFFICIAL RECORDS ECR END OF CURB RETURN OVEREX OVER EXCAVATION ED EDITION PAR PARCEL EL ELEVATION PC PLANNING COMMISION ESMT EASEMENT PCC PORTLAND CEMENT CONCRETE EP EDGE OF PAVEMENT PIP PROTECT IN PLACE E.P. ENCROACHMENT PERMIT PL OR R PROPERTY LINE ETC ET CETERA PMB PROCESSED MISC BASE EX EXISTING PP POWER POLE EXP EXPIRATION PRC POINT OF REVERSE CURVE FDC FIRE DEPARTMENT PTDF PRESSURE TREATED DOUGLAS FIR CONNECTION PVMT PAVEMENT FD SPK FOUND SPIKE R RADIUS FF FINISH FLOOR EL RICE REGISTERED CIVIL ENGINEER FIG FINISHED GRADE RCP REINFORCED CONCRETE PIPE FH FIRE HYDRANT RD ROOF DOWNSPOUT FL FLOW LINE REG REGISTRATION FR FIRE RISER REV REVISION FS FINISHED SURFACE RT RIGHT G GAS LINE R/W RIGHT OF WAY GB GRADE BREAK RW RECYCLED WATER GOVERNING CODES: 2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA FIRE CODE 2022 CALIFORNIA ENERGY CODE NEWPORT BEACH MUNICIPAL CODE SITE ADDRESS: 110 E BALBOA BLVD. NEWPORT BEACH, CA 92661 VICINITY MAP NTS r - PROJECT LOCATION III10 NO SCALE®r + LEGEND: mo�w1» *lj5 I 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com FESSIp�'\ ��Q��o��QAUI pp�y� Esc No . C72279 ^+ Exp. 6/30/26 tip 'lF OF C NI.1�� DELANE 4909 MURPHY CANYON ROAD, SUITE 330 SAN DIEGO, CA 92123 PHONE: 619.787.5566 WWW.DELANEENGINEERING.COM PREPARED BY: DARREN POON PROJECT: CITY OF NEWPORT BEACH I NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY S SLOPE C1.O.......... GENERAL CIVIL NOTES SD STORM DRAIN L I NETYPES 110 E BALBOA BLVD, SDMH STORM DRAIN MANHOLE C1.1.......... GENERAL CIVIL NOTES NEWPORT BEACH CA SEC SECTION W WATER MAIN C1.2..........DETAILS 92661 SMH SEWER MANHOLE S SEWER MAIN CITY CONTRACT NO. C-8865-1 SQDF STORMWATER QUALITY SD STORM DRAIN MAIN C1.3.......... DETAILS DESIGN FLOW RW RECYCLED WATER MAIN SQDV STORMWATER QUALITY E ELECTRICAL LINE C1.4.......... DETAILS DESIGN VOLUME SS SANITARY SEWER ABND ABANDONED C1.5.......... DETAILS �a�WPO141, SSPWC STANDARD BLOCK WALL C1.6..........EXISTING CONDITIONS PLAN rn SPECIFICATIONS FOR PUBLIC WORKS C2.1.......... ROUGH GRADING AND STORM DRAIN PLAN H CONSTRUCTION 1% MIN FLOW LINE _GB- GRADE BREAK C2.2.......... PRECISE GRADING AND PAVING PLAN ST STREET c STA STATION RIGHT OF WAY C2.3..........SECTIONS tip - N� S/W SIDEWALK — — — — PROPERTY/LOT LINE STD STANDARD C3.1.......... LID PLAN SLDS STANDARD LAND — — — — — EASEMENT DEVELOPMENT — CENTERLINE C3.2 .......... L I D DETAILS DESCRIPTION: DATE: SPECIFICATIONS FENCE C4.1.......... SEWER AND DOMESTIC WATER PLAN SPPWC STANDARD PLANS FOR C4.2.......... UTILITY DETAILS BID SET 12/15/25 PUBLIC WORKS CONSTRUCTION HATCH PATTERNS C4.3 .......... UTILITY DETAILS SWE SIDEWALK EASEMENT EX CONCRETE TELEPHONE LINE OR C5.1..........HORIZONTAL CONTROL PLAN T TRANSFORMER NEW CONCRETE C6.1.......... EROSION CONTROL PLAN TB TRACT BOUNDARY TIC TOP OF CURB 0 STORMWATER BMP C6.2.......... EROSION CONTROL DETAILS TEL TELEPHONE C7.1.......... SUMP PUMP DETAILS TF TOP OF FOOTING 0 STORMWATER BMP C7.2..........SUMP PUMP DETAILS TG TOP OF GRATE TI TRAFFIC INDEX NEW AC PAVEMENT C8.1.......... RIGHT OF WAY IMPROVEMENT PLAN TOP OR TP TOP OF PIPE NEW LANDSCAPE TOS TOP OF SLOPE C8.2..........RIGHT OF WAY DETAILS TMC TOP OF MOW CURB NEW CONCRETE; FINISH PER C8.3.......... RIGHT OF WAY DETAILS TW TOP OF WALL ARCHITECTURAL PLANS C8.4.......... RIGHT OF WAY DETAILS TYP TYPICAL ® MEDIAN PAVERS PER C9.0-9.3...... GEOTECHNICAL RECOMMENDATIONS VERT VERTICAL LANDSCAPE PLANS VB VALVE BOX VCP VITRIFIED CLAY PIPE DETECTABLE WARNING TILES W WIDTH OR WEST PER ARCHITECTURAL PLANS WTR OR W WATER WM WATER METER SYMBOLS WWM WELDED WIRE MESH i HYDRANT OR FDC z WATER VALVE O MANHOLE 8 I : STREET SIGN 101. THRUST BLOCK E CAP O CLEAN OUT BACK FLOW 0 WATER METER RD ROOF DRAIN gyp® SITE LIGHTING FIRE RISER • REFLECTIVE MARKER PROJECT NUMBER: DOOR WHEEL STOP 02-10129 SHEET TITLE: GENERAL CIVIL NOTES SHEET NUMBER: Cimo CITY OF NEWPORT BEACH 3. Between October 15 and May 15, erosion control measures shall be in place at the end of each working 14. Where support or buttressing of cut and natural slopes is determined to be necessary by the engineering day whenever the five-day probability of rain exceeds 30 percent. During the remainder of the year, they geologist and soils engineer, the soils engineer will obtain approval of design, location and calculations COMMUNITY DEVELOPMENT DEPARTMENT shall be in place at the end of the working day, whenever the daily rainfall probability exceeds 50 percent. from the Building Division prior to construction. y BUILDING DIVISION 4. Temporary desiltin basins, when required, shall be installed and maintained for the duration of the project. p Y 9 q p J 15. The engineering geologist and soils engineer shall inspect and test the construction of all buttress fills and 9� 9 9 9 9 p U }410� f" Z 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 attest to the stability of the slope and adjacent structures upon completion. Cl- c��"F`oaN" www.newportbeachca.gov I (949) 644-3200 REQUIRED INSPECTIONS 16. When cut pads are brought to near grade the engineering geologist shall determine if the bedrock is �- extensively fractured or faulted and will readily transmit water. If considered necessary by the engineering GENERAL GRADING SPECIFICATIONS 1. A pre -grading meeting shall be scheduled 48 hours prior to start of grading with the following people geologist and soils engineer, a compacted fill blanket will be placed. present: owner, grading contractor, design civil engineer, soils engineer, geologist, City Building Inspector or their representatives. Required field inspections will be outlined at the meeting. 17. The engineering geologist shall perform periodic inspections during grading. GENERAL 2. A pre -paving meeting shall be scheduled 48 hours prior to start of the sub -grade preparation for the paving 18. Notification of Noncompliance: If, in the course of fulfilling their responsibility, the civil engineer, the soils with the following people present: owner, paving contractors, design civil engineer, soils engineer, City engineer, the engineering geologist or the testing agency finds that the work is not being done in 1. All work shall conform to Chapter 15 of the Newport Beach Municipal Code (NBMC), the project soils report Building Inspector or their representatives. Required field inspections will be outlined at the meeting. conformance with the approved grading plans, the discrepancies shall be reported immediately in writing to and special requirements of the permit. the person in charge of the grading work and to the Building Inspector. Recommendations for corrective measures, if necessary, shall be submitted to the Building Department for approval. 2. Dust shall be controlled by watering and/or dust palliative. GRADING FILLS/CUTS 3. Sanitary facilities shall be maintained on the site during the construction period. 1. Graded slopes shall be no steeper than 2 horizontal to 1 vertical. DOCUMENTATION 4. Work hours are limited from 7:00 AM to 6:30 PM Monday through Friday; 8:00 AM to 6:00 PM Saturdays; 2. Fill slopes shall be compacted to no less than 90 percent relative compaction out to the finished surface. 1. An as -built grading plan shall be prepared by the civil engineer including original ground surface elevations, and NO WORK ON SUNDAYS AND HOLIDAYS per section 10-28 of the NBMC. as graded ground surface elevations, lot drainage patterns and locations, and elevations of all surface and 3. All fills shall be compacted throughout to a minimum of 90 percent relative compaction as determined by subsurface drainage facilities. He/she shall provide written approval that the work was done in accordance 5. Noise, excavation, delivery and removal shall be controlled per Section 10-28 of the NBMC. ASTM test method 1557, and approved by the soils engineer. Compaction tests shall be performed with the final approved grading plan and state the number of yards of cut and/or fill moved during the approximately every two feet in vertical height and of sufficient quantity to attest to the overall compaction operation. 6. The stamped set of approved plans shall be on the job site at all times. effort applied to the fill areas. 2. A soils grading report prepared by the soils engineer, including locations and elevation of field density tests. 7. Permittee and Contractor are responsible for locating and protecting utilities. 4. Areas to receive fill shall be cleared of all vegetation and debris, scarified and approved by the soils Summaries of field and laboratory results and other substantiated data and comments on any changes engineer prior to placing of the fill. made during grading and their effect on the recommendations made in the soils engineering investigation 8. Approved shoring, drainage provisions and protective measures must be used to protect adjoining report. He shall provide written approval as to the adequacy of the site for the intended use and completion properties during the grading operation. 5. Fills shall be keyed or benched into competent material. of work in accordance with the job specifications. 9. Cesspools and septic tanks shall be abandoned in compliance with the Uniform Plumbing Code and 6. All existing fills shall be approved by the soils engineer or removed before any additional fills are added. 3. A geologic grading report prepared by the engineering geologist, including a final description of the geology approved by the Building Official. of the site, including any new information disclosed during the grading and the effect of same on 7. Any existing irrigation lines and cisterns shall be removed or crushed in place and backfilled and approved recommendations incorporated in the approved grading plan. He/she shall provide written approval as to 10. Haul routes for import or export of materials shall be approved by the City Traffic Engineer and procedures by the soils engineer. the adequacy of the site for the intended use as affected by geologic factors. shall conform with Chapter 15 of the NBMC. 8. The engineering geologist and soils engineer shall, after clearing and prior to the placement of fill in 11. Positive drainage shall be maintained away from all building and slope areas. canyons, inspect each canyon for areas of adverse stability and determine the presence of, or possibility of future accumulation of, subsurface water or spring flow. If needed, drains will be designed and constructed 12. Failure to request inspections and/or have removable erosion control devices on -site at the appropriate prior to the placement of fill in each respective canyon. times shall result in a "Stop Work" order. 9. The exact location of the subdrains shall be surveyed in the field for line and grade. 13. All plastic drainage pipes shall consist of PVC or ABS plastic schedule 40 or SDR 35 or ADS 3000 with glued joints.. 10. ALL trench backfills shall be compacted throughout to a minimum of 90 percent relative compaction, and approved by the soils engineer. The Building Division may require coring of concrete flat work placed over 14. No paint, plaster, cement, soil, mortar or other residue shall be allowed to enter streets, curbs, gutters or untested backfills to facilitate testing. storm drains. All material and waste shall be removed from the site. 11. The stockpiling of excess material shall be approved by the Building Division. EROSION CONTROL 12. Landscaping of all slopes and pads shall be in accordance with Chapter 15 of the NBMC. 1. Temporary erosion control plans are required from October 15 to May 15. 13. All cut slopes shall be investigated both during and after grading by an engineering geologist to determine if any stability problem exists. Should excavation disclose any geological hazards or potential geological 2. Erosion control devices shall be available on -site between October 15 and May 15. hazards, the engineering geologist shall recommend and submit necessary treatment to the Building Division for approval. Forms\General Grading Specifications 04/19/13 1 Forms\General Grading Specifications 04/19/13 2 Forms\General Grading Specifications 04/19/13 3 coar 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com /QV.OfESSIO��( �� ►: No.C72279 ^+ Exp. 6/30/26 ,DO CIV1� 'lF OF C DELANE 4909 MURPHY CANYON ROAD, SUITE 330 SAN DIEGO, CA 92123 PHONE: 619.787.5566 WWW.DELANEENGINEERING.COM PREPARED BY: DARREN POON PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 1 10 E BALBOA BLVD, NEWPORT BEACH CA 92661 CITY CONTRACT NO. C-8865-1 0 n U C'�L11�ORN�P DESCRIPTION: DATE: BID SET 12/15/251 PROJECT NUMBER: 02-10129 SHEET TITLE: GENERAL CIVIL NOTES SHEET NUMBER: x u0 (U CD u0 (U CD (U CD (U 0) 3 A I (U 0 I 01 (U i In 0 A ¢Z) 6»L` 0 0.5" RADIUS (TYP) FINISHED SURFACE OR CONCRETE PER PLAN GRADE PER PLAN 00 n �12 io 2» A n c / ° ° v d a n da 9" 2" WEAKENED PLANE JOINT AT 15' O.C. 8 1 FREESTANDING CURB (6") *CONTROL JOINTS, COLOR, SPACING AND NOTE: STEEL TEXTURE PER DETAIL PER ARCHITECT REINFORCEMENT (NUMBER 4 BARS 8" FOR HEAVY/FIRE VEHICULAR 18" ON CENTER EACH 5' MIN a PORTLAND CEMENT CONCRETE* DIRECTION MINIMUM) CLASS 560-C-3250 a D � p 12" AGGREGATE BASE OR TENSAR INTERAX NX850 ENGINEERED FILL OR EQUIVALENT GEOGRI D *VERIFY SUBGRADE WITH GEOTECHNICAL REPORT 12" SECTION 7.5.11 - 7.5.13 AND STRUCTURAL ENGINEER TENSAR INTERAX NX850 OR EQUIVALENT GEOGRID *SECTION BASED ON AN R-VALUE OF 35. CONTRACTOR TO VERIFY SECTION WITH GEOTECHNICAL ENGINEER. NOTE: CONTRACTOR SHALL EXCAVATE AND REMOVE EXISTING SOILS TO A DEPTH OF 2-FEET BELOW EXISTING GRADE DIRECTLY BENEATH PROPOSED PAVEMENTS AND LATERALLY A MINIMUM OF 2-FEET BEYOND THE LIMITS OF PROPOSED WALKS AND PAVEMENTS PER GEOTECHNICAL REPORT RECOMMENDATIONS. 7 1 FIRE TRUCK CONCRETE PAVEMENT SECTION 10-Degrees 6„ 10-Degrees iu 2„ 3/4 Radius -3RD JTCD Insert #4 Rebar 8" -4RD 2" O g„ 8" 8 n Form attachment holes Form attachment holc s Form attachment holes See chart below for available sizes and 2" part numbers 2" This. dimension g" is available in two saes 12" FRONT VIEW CURB-0-LET DETAIL PRODUCT SPECIFICATION - CURB-O-LET PRODUCT LIST ROUND EQUIV. SIZE MODEL (ROOF DRAIN) LABEL MODEL NUMBER OVERFLOW DRAIN) LABEL MODEL NUMBER REMARKS 3" 3" ROUND TCD-3RD TCD-3RD-RFD TCD-3RD-OFD 6"-8" CURB FACE 4" 4" ROUND TCD-4RD TCD-4RD-RFD TCD-4RD-OFD 6"-8" CURB FACE 4" 311x5" TCD-35 TCD-35-RFD TCD-35-OFD 6"-8" CURB FACE 5" 31Ix8" TCD-38 TCD-38-RFD TCD-38-OFD 6"-8" CURB FACE 6" 3"x12" TCD-312 TCD-312-RFD TCD-312-OFD 6"-8" CURB FACE 8" 4"x14" TCD-414 TCD-414-RFD TCD-414-OFD NOTE: 8" CURB FACE ONLY 8" 3"x17" TCD-317 TCD-317-RFD TCD-317-OFD 6"-8" CURB FACE 10" 3"x27" TCD-327 TCD-327-RFD TCD-327-OFD 6"-8" CURB FACE 10" 4"x22" TCD-422 TCD-422-RFD TCD-422-OFD NOTE: 8" CURB FACE ONLY ALL CURB-O-LET PRODUCTS ARE MANUFACTURED TO CLOSE TOLERANCES. VERY SLIGHT VARIATIONS IN SIZE ARE POSSIBLE. CURB-O-LET FITS STANDARD 6" AND 8" CURB FACE. EPDXY COATING FINISHES AVAILABLE ON REQUEST. TM CurIt TThe Curb Dra 9421 Monterey Ave. Bellflower, CA. 90706 - Office (714)903-2468 REV ZONE DATE REVISION DESCRIPTION BY CK'D RECTANGULAR STEEL PIPE AND FITTINGS. CURB-O-LET SCALE:NONE DRAWN BY 08 DATE CHECKED BY APPROVEBD BY 4 CURB-0 LET NOTE: STEEL REINFORCEMENT (NUMBER 4 BARS NOTE- STEEL REINFORCEMENT (NUMBER 4 BARS ® 18" ON CENTER EACH DIRECTION MINIMUM) @ 18" ON CENTER EACH DIRECTION MINIMUM) 8" FOR LIGHT VEHICULAR PORTLAND CEMENT CONCRETE* 4" PORTLAND CEMENT CONCRETE* 41 CLASS 560-C-3250 o D CLASS 520-C-2500 \12" COMPACTED SUBGRADE (95%\MIN) \ \ \ \ \\\ \ \12'\ COMPACTED SUBGRADE (95% MIN)\ \ \ *CONTROL JOINTS, COLOR, SPACING AND TEXTURE PER DETAIL PER *CONTROL JOINTS, COLOR, SPACING AND TEXTURE PER DETAIL PER ARCHITECT ARCHITECT *SECTION BASED ON AN R-VALUE OF 35. CONTRACTOR TO VERIFY SECTION WITH GEOTECHNICAL ENGINEER. NOTE: CONTRACTOR SHALL EXCAVATE AND REMOVE EXISTING SOILS TO A DEPTH OF 2-FEET BELOW EXISTING GRADE DIRECTLY BENEATH PROPOSED PAVEMENTS AND LATERALLY A NOTE: CONTRACTOR SHALL EXCAVATE AND REMOVE EXISTING SOILS TO A DEPTH OF 2-FEET MINIMUM OF 2-FEET BEYOND THE LIMITS OF PROPOSED WALKS AND PAVEMENTS PER BELOW EXISTING GRADE DIRECTLY BENEATH PROPOSED PAVEMENTS AND LATERALLY A GEOTECHNICAL REPORT RECOMMENDATIONS. MINIMUM OF 2-FEET BEYOND THE LIMITS OF PROPOSED WALKS AND PAVEMENTS PER GEOTECHNICAL REPORT RECOMMENDATIONS. 5B LIGHT VEHICULAR CONCRETE PAVEMENT SECTION 5A PEDESTRIAN CONCRETE PAVEMENT SECTION MATCH FLUSH TO EX WITH EXPANSION 1/2" (PAVEMENT) PROP CONIC JOINT (" MAX) FINISHED 1/4" MIN - 1/2" EX CONIC 3/16" SURFACE 1/4" RECESS AX (SIDEWALK) 1/4" 1 /4"R (TYP) ° , ° ° 1 /4" 1 /4"R (TYP) ° 1 /2" (#4) X 24" ° ° SMOOTH, GREASED OR ° JOINT FILLER OR ° OILED BAR, 30" ON " BACKER ROD CENTER, CENTERED 2 PREFORMED TYPE "B" JOINT FILLER VERTICALLY IN JOINT FILLER ELASTOMERIC PER AND SEALANT PAVEMENT SECTION AND SEALANT MANUFACTURER'S RECOMMENDATIONS EXPANSION JOINT CONTACT JOINT WEAKENED PLANE JOINT JOINT FILLER AND SEALANT REQUIRED JOINT LOCATIONS UNLESS OTHERWISE SPECIFIED BY ARCHITECT: • CONSTRUCT CONTACT OR KEYED JOINT AT CONNECTION TO EXISTING CONCRETE OR END OF POUR. • CONSTRUCT WEAKENED PLANE JOINTS AT 10-FT MAX INTERVALS BOTH WAYS PER SSPWC 303-5.4.3 • CONSTRUCT EXPANSION JOINTS AT 45-FT MAX INTERVALS BOTH WAYS, AND ADJACENT TO STRUCTURES, PER SSPWC 303-5.4.2 • COORDINATE JOINT LOCATIONS TO ALIGN WITH BUILDING CORNERS, ENDS OF WALLS, AND OTHER STRUCTURES CURB PER PLAN J� <oN N'o o) NOTE TO CONTRACTOR: APPLY CURB TRANSITION TO ALL CURB TERMINATIONS, UNLESS OTHERWISE NOTED ON PLAN 2 1 CURB TRANSITION 9811 N2110 �I6011118]IN01[0110 60 O2 CONSTRUCT 6" TYPE A PCC CURB AND GUTTER PER CITY OF NEWPORT BEACH STD PLAN 182, DETAIL 17 ON C1.5 O CONSTRUCT 6" TYPE B PCC CURB PER CITY OF NEWPORT BEACH STD PLAN 182, DETAIL 17 ON C1.5 ® CONSTRUCT CROSS GUTTER PER CITY OF NEWPORT BEACH STD PLAN 185; MODIFIED TO WIDTH=2', PER DETAIL 7 ON C8.3 O5 CONSTRUCT LIGHT VEHICLE CONCRETE PAVEMENT PER DETAIL 5B ON C1.2. CONSTRUCT THICKENED EDGE BUTT JOINT PER 7.12.9 OF SOILS REPORT. O9 CONSTRUCT CURB ACCESS RAMP PER CITY OF NEWPORT BEACH STD PLAN 181, CASE PER PLAN, DETAIL 16 ON C1.5 10 CONSTRUCT (2) 3" CAST IRON CURB DRAINS PER CITY OF NEWPORT BEACH STD PLAN 184, PER DETAIL 12 ON C8.3 25 FREESTANDING 6" CURB PER DETAIL 8 ON C1.2 29 CONTECH MODULAR WETLAND SYSTEM WITH CURB INLET; MODEL MWS-L-04-08-OP-CP; SEE DETAIL ON C3.2 30 SUMP PUMP BASIN PER C7.1-C7.2 (DEWATERING MAY BE REQUIRED) 32 REINFORCED CONCRETE BLOCK WALL PER SPPWC 601-5 TYPE 3, PER DETAIL 15 ON C1.4; t=8", H=62", FOOTING=12" WIDE 34 SUMP PUMP TRANSITION STRUCTURE PER CASE I INLET DETAIL 14 ON C8.4 AND RECTANGULAR FRAME AND COVER PER SPPWC 152-3, DETAIL 15 ON C8.4 35 12" DROP INLET; JENSEN MODEL NO. DI121224 W/SOLID GRATE PER DETAIL 9 AND 12 ON C1.3 36 CONSTRUCT ONSITE PEDESTRIAN WALK PER DETAIL 5A ON C1.2 38 FUTURE EV CHARGER PER ELECTRICAL PLANS 40 FLAGPOLE AND LIGHT PER A1.5 AND E3.3 66 0" TO 6" CURB TRANSITION PER DETAIL 2 ON C1.2 67 THICKENED EDGE PER DETAIL 1 ON C1.2 71 PARKING LOT STRIPING, WHEEL STOPS AND SIGNAGE PER T-8 72 DETECTABLE WARNING STRIP PER ARCHITECTURAL PLANS 102 LANDSCAPE PER LANDSCAPE PLANS #4 CONT. REINF. TOP & BOTTOM DOWELS TO MATCH SLAB REINF. 3" MIN SLAB ON GRADE RADIUS PER PLAN 2'-6" FINISH Nt- GRADE x Q • v 04 III -Ili J2 1 --M--] 12" MIN CONCRETE TO MATCH SITE PAVING 1 1 THICKENED EDGE AY AVE I� B , 1 / -- TC7.9310I Q FS 7.43 Q 6 CF I �� ETC 7.76 TIC 7.92 TIC 7.93 I "IT 7.78� FS 7.43 FS 7.42 FS 7.43 FS 45 4" CF C�'�6" CF_ 6" CF 4" CFN V-47 ) SAT\/ SEE SHEET 2/ 1 FOR STORM DRAIN zj f- R/W 8.39 TIC 7.87 FS O 8.29 TC - 7.79 FL -AB L72 I - 0.5% FL Q 8.29 TC 7.79 FL 8.49 TIC 2 7.99 FS s \ FIS J- I MA - m m 1� - 7.8 77.97 (I (I.99 I 7.85 \ 56 ) PS FS I I F I FS S' 10 l 1.7% 1 0.4% 1 3.2% 1 1.6% 0 7. 5 FS o � 1 I 0 I 0 � . 39 TIC �� » CF to r 8.39 TC1� I �� 11� 8.04 FS O 1/7.92 FS I I 1 8.39 TIC ( 63) 8.39 TIC I I I 7.89 FS S vRIM 8.58 TIC / 30 8.46 RIM 8.08 FS Q L�' <8.42 RIM 29 A . o LO S E SHEET 2.1 FOR 71 s-TbRM DRAIN (D O 1-7 1 / I / 1�y 5 % / 8.25 8.34 �'S ; 8.27 I M r,5 FS 0" OF 1 5 } 71 0 C D 0 %5%5 Uo IM M 71 8.42 8.50 FS FS 0" CF e Q N 9.00 TIC � 09 TIC 0 an Fc- n .59 FS SEE SHEET � . 1 FOR b`} STORM DRAIN I 0" OF 0 0 oo- 3 66 c'4 2 > 58 TC GB < 08 FS U I 36 (7.98) Q FS 25 � I co 18.25 S 28 FS °°o B 00000 0 0000°0 >° 0°C0.5% Q )0 °0� ° 8.37 0°00°00 F >0° ° 0 o G 1 8.84 TC I atiIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com ,%pVESSIOp'! y�Q��o��QAUI pp�y� Esc rM NO . C72279 ^+ Exp.6/30/26 'CIVIV lF or c knELANE 4909 MURPHY CANYON ROAD, SUITE 330 SAN DIEGO, CA 92123 PHONE: 619.787.5566 WWW.DELANEENGINEERING.COM PREPARED BY: DARREN POON PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD, NEWPORT BEACH CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 8.53 FS °°°° ° °° ° GB °o °°°° I o°0000 °0°0°° 72 )00 0°° t o0 o0`0.5% o()o0C) I°O°°OO° 00000 C ° °° GB PROJECT NUMBER: 32 02-10129 �• 4q I Q 4.5% Q 1. U4 Q FS ° ----------------------------------------------------------- 8175 TG (8.32) I SHEET TITLE: FS DETAILS �I 3 ENLARGED PARKING AREA PLAN SCALE: 1 "=5' SHEET NUMBER: C102 6 1 ONSITE CONCRETE JOINTS CL 0 n (U CD 1.0 (U CD (U CD (U CONCRETE PAVING < X X X X X X X X X X X < X X X X X X X X X X BACKFILL PER UTILITY �� 3' OVERLAP TRENCH DETAIL .�/i.� BACKFILL PER UTILITY TRENCH DETAIL _ tl TEE 45° BEND � L � DEAD END L 22H BEND >\ % L 90° BEND 11 G BEND GENERAL NOTES CROSS �L TYPICAL THRUST BLOCK 1. FORCE MAIN PRESSURE TEST SHALL BE PERFORMED IN ACCORD WITH CONCRETE CURING REQUIREMENTS. CONCRETE SHALL BE 560-C-3250. 2. THRUST BLOCKS SHALL BEAR AGAINST UNDISTURBED SOIL, BACKFILL COMPACTED TO 100% RELATIVE COMPACTION, OR CLASS 100 E 100 SLURRY. 3. BEARING AREAS L x H ARE COMPUTED FOR TEST PRESSURES OF 225 PSI IN MAINS LAID IN A COHESIONLESS SOIL (C=0) WITH INTERNAL ANGLE OF FRICTION OF 37', A UNIT WEIGHT OF 110 PCF, AND AT LEAST 36" OF COVER. 4. BEARING AREAS L x H SHALL BE APPROVED BY THE ENGINEER WHERE MAINS: (A) BEAR AGAINST WEAKER SOIL THAN DESCRIBED ABOVE, (B) HAVE LESS THAN 36" OF COVER, (C) WILL BE TESTED AT MORE THAN 225 PSI OR (D) ARE NOT REPRESENTED BY A FITTING OR SIZE SHOWN HEREON. 5. L IS APPROXIMATELY EQUAL TO H FOR SMALLER THRUST BLOCKS. L IS GREATER THAN H FOR LARGER THRUST BLOCKS. H SHALL NOT EXCEED TRENCH HEIGHT. SEE STD 106 FOR STANDARD TRENCH DIMENSIONS. 6. ALL DUCTILE IRON FITTINGS SHALL BE ENCASED IN POLYETHYLENE WRAP PER AWWA STANDARD C105. THRUST BLOCK BEARING AREA L x H IN SQUARE FEET FITTING & SIZE DEAD END TEE OR CROSS 90' BEND 45' BEND 22H' BEND 11G' BEND 4" 1.7 2.4 2.4 1.3 0.7 0.3 6" 3.7 5.3 5.3 2.9 1.5 0.7 8" 6.7 9.4 9.4 5.1 2.6 1.3 12" 15.0 21.2 21.2 11.5 5.8 2.9 16" 26.6 137.6 137.6 120.4 110.4 15.2 18" 33.7 47.6 47.6 25.8 13.1 6.6 24" 59.9 84.6 84.6 45.8 23.3 11.7 30" 93.6 132.2 132.2 71.5 36.5 18.3 FORMER CITY STANDARD PLAN NUMBER APP. I 1 CITY ENGINEER RCE DATE I NO. I DATE I DESCRIPTION OF RD CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS DRAWN: M. ELIAS THRUST BLOCKS DATE: 11/3/2020 14 THRUST BLOCK DETAIL TENSAR INTERAX NX850 TENSAR INTERAX NX850 **OVERLAP 3' MIN WHERE OCCURS **EXTEND 5' MIN WHERE NOT OCCURRING CONCRETE - a NOTES: 1. WHERE UTILITIES RUN BEYOND PAVED AREAS, EXTEND TOP OF GEOGRID 5' MINIMUM WHERE NO OVERLAP TO PAVEMENT GEOGRID OCCURS. 2. GEOGRID SHOULD OVERLAP IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS 3. GEOGRID PLACED AT THE BUILDING PAD EXCAVATION BOTTOM FOR ROUGH GRADE MAY NEED TO BE PENETRATED THROUGH FOR INSTALLATION OF UTILITIES; THE CONTRACTOR SHOULD TAKE MEASURES TO PREVENT UNNECESSARY DISTURBANCE WHERE EXCAVATIONS EXTEND THROUGH THE PREVIOUSLY PLACED GEOGRID MIN COVER 36" POTABLE WATER AND SEWER 48" RECYCLED WATER BEDDING AND COVER PER SPEC'S (PIPE ZONE) TRENCH WIDTH: STD 510-L-A I STANDARD DRAWING NO. 516-A SHEET 1 OF 1 SURFACING OR FINISHED GRADE PER PLAN �� I �I/ SEE SPEC.'S FOR BACKFILL BACKFILL REQUIREMENTS ( TRENCH WARNING TAPE ZONE) /STOP OF PIPE (TP) 712" / INVERT ELEVATION MIN (INV) 6" MIN NOM. INSIDE PIPE DIAMETER MIN DISTANCE MAX DI 4" & SMALLER 18" 28" 6"-8" 24" 32" 10"-12" 28" 36" LINE TRENCH IN GEOGRID FABRIC PER DETAIL HEREIN SEWER: 6" MIN, 12" MAX TRENCH WIDTH PER CHART BELOW STANCE FOR WATER AND STORM DRAIN NOTES: 1. FOR TRENCHING IN EXISTING PAVEMENTS, SEE STANDARD DRAWINGS FOR TRENCH RESURFACING 2. PROVIDE EXCAVATION SHORING PER CAL/OSHA. 3. WHERE UTILITIES CROSS, SEE UTILITY CROSSING DETAIL 1. IN ALL HARDSCAPE AREAS, PROVIDE SQUARE GALVANIZED STEEL TRAFFIC GRATE. GRATE MUST BE ADA ACCESSIBLE WITH MAXIMUM I" OPENINGS IN THE DIRECTION OF THE DOMINANT PATH OF TRAVEL. 2. IN LANDSCAPE AREAS, PROVIDE CAST IRON FRAME AND GRATE ALHAMBRA FOUNDRY CO. MODEL A-2010 OR 2025 (BICYCLE PROOF NON -TRAFFIC GRATES) OR OTHER APPROVEDLo EQUAL. 3.I1NISTALL NONWOVEN GEOTEXTILE NDS BRAND CATCH BASIN FILTER INSERT (PART #120OFF), OR EQUIVALENT. SIZE FILTER TO ACCOUNT FOR CLOGGING. 4.. PROVIDE "DO NOT DUMP. DRAINS TO OCEAN." STENCILING ON ALL INLETS. PLUG IF AT END OF RUN NSIDE BOX DIMENSION PER PLAN T.G. PER PLAN PRECAST CONCRETE CATCH BASIN (SEE GRADING PLAN FOR SIZES) 6" THICK CONCRETE BASE 6" PVC/HDPE RISER PVC/HDPE WYE S.D. PIPE AS SHOWN J ON PLAN 12 � JENSEN CATCH BASIN (BOTTOM CONNECTION) 12" x 12" NDS 1 /GALV. METAL SECURED GRATE. GRATE MUST BE ADA ACCESSIBLE WITH MAXIMUM I" T.G. AS SHOWN OPENINGS IN THE DIRECTION OF THE ON PLAN DOMINANT PATH OF TRAVEL. PROVIDE "DO NOT DUMP. DRAINS TO OCEAN." STENCILING ON ALL INLETS. j� LOW PROFILE ADAPTER CONCRETE OR DRAIN, MODEL 1230 GRASS PLANTER 6" PVC/HDPE AS SHOWN RISER PLUG IF AT END OF RUN 13 1 AREA DRAIN HARDSCAPE AND TURF PLANTER DRAIN X 12" 'IUM GRATE NDS EQUAL C/HDPE /HDPE WYE S.D. PIPE AS SHOWN ON PLAN SHRUB PLANTER DRAIN PROVIDE SLURRY FILL OR SAND CUSHION FOR UTILITY - CROSSINGS WITH LESS THAN 6" SEPARATION. SEWER MAINS SHALL CROSS A MINIMUM OF 1' BELOW ALL WATER MAINS. MAINS SHALL CROSS AT AN ANGLE GREATER THAN 45" WHERE SEWER RUNS OVER WATER LINES, PROVIDE 1-SACK SLURRY ENCASEMENT AROUND WATER LINE FOR 10-FT ON EITHER SIDE OF CROSSING. Lc < Li Z < Li a INLET GRATE NOTES: 1. IN ALL HARDSCAPE AREAS, PROVIDE SQUARE GALVANIZED STEEL TRAFFIC GRATE. GRATE MUST BE ADA COMPLIANT WITH MAXIMUM I" OPENINGS IN THE DIRECTION OF THE DOMINANT PATH OF TRAVEL. 2. IN LANDSCAPE AREAS, PROVIDE CAST IRON FRAME AND GRATE ALHAMBRA FOUNDRY CO. MODEL A-2010 OR 2025 (BICYCLE PROOF NON -TRAFFIC GRATES) OR OTHER APPROVED EQUAL. 3. INSTALL NONWOVEN GEOTEXTILE NDS BRAND CATCH BASIN FILTER INSERT (PART #1200FF), OR EQUIVALENT. SIZE FILTER TO ACCOUNT FOR CLOGGING. 4. PROVIDE "DO NOT DUMP. DRAINS TO OCEAN." STENCILING ON ALL INLETS. PAP THIN WALL KNOCKOUTS (TYP 4 SIDES). SLEDGE NOTES: OUT AS REQUIRED 1. FOR LARGER PIPES, THE USE OF THE CONCRETE COLLAR IS OPTIONAL. 2. SEE STORM DRAIN PLANS FOR SIZES. 3. MAY USE SOLID COVER FOR JUNCTION STRUCTURE. BOX SIZE MAX ALLOWABLE PIPE SIZES 12"X12" 8" PVC 18"X18" 12" 15" HDPE PVC 24"X24" 15" 18" HDPE PVC 36"X36" 24" HDPE 48"X48" 36" HDPE 9 � JENSEN CATCH BASIN (SIDE CONNECTION) GRATE MUST BE ADA ACCESSIBLE WITH MAXIMUM I" OPENINGS IN THE DIRECTION OF THE DOMINANT PATH OF TRAVEL CAST -IN PLACE TRENCH DRAIN. CAST AROUND RISER PIPE EXPANSION JOINT WHERE PER PLAN ADJACENT TO CONCRETE PAVEMENT (TYP) CONC. PAVING PER PLAN N I I I ],1 N a 10" MIN CONCRETE I SURROUNDING TRENCH CONCRETE PER DRAIN (520-C-2500) MANUFACTURER RECOMMENDATION PLUG IF AT END OF RUN OR CONNECT TO AREA DRAINS AS NEEDED ar SIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com Q�OFESSIp�'! AUI pp�y� Esc W No.C72279 ^+ Exp. 6/30/26 yr 'lF CIV1� OF C t►�1�� 0 knELANE 4909 MURPHY CANYON ROAD, SUITE 330 SAN DIEGO, CA 92123 PHONE: 619.787.5566 WWW.DELANEENGINEERING.COM PREPARED BY: DARREN POON PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD, NEWPORT BEACH CA 92661 CITY CONTRACT NO. C-8865-1 PART A _ - n C,q�IFDRN�P IF GREATER THAN 12": DESCRIPTION USE 6"PVC RISER AND WYE BID SET IF LESS THAN 12": USE 6"X20" PREFAB CATCH BASIN WITH Z886 CONNECTING TRENCH Li u INVERT PER PLAN S.D. PIPE AS SHOWN ON PLAN 10 I HEAVY DUTY TRENCH DRAIN PRECAST CONC. BOX W/ CAST IRON FRAME, RIM ELEV AS SHOWN ON PLAN CONC. WALKWAY 4" MIN PVC/HDPE RISER FOR SEWER/SD CLEANOUT 4" MIN PVC/HDPE WYE AND BEND OR COMBO WYE PVC/HDPE SEWER/SD END PLUGRUN IF AT LATERAL PER PLAN 18119*3 1. CLEANOUT PIPE SIZE SHALL MATCH LATERAL PIPE SIZE, MINIMUM 4". 2. SINGLE CLEANOUTS SHALL BE INSTALLED ON SERVICE LINES AS INDICATED ON PLANS. 3. SINGLE CLEANOUTS SHALL ALWAYS BE ORIENTATED TO FACILITATE CLEANING DOWN STREAM. 4. CLEANOUT COVER SHALL BE MARKED WITH LETTER TO INDICATE SYSTEM, SEWER. DATE: 12/15/25 PROJECT NUMBER: 02-10129 SHEET TITLE: DETAILS SHEET NUMBER: 17 1 GEOGRID INUTILITY TRENCH 16 1 UTILITY TRENCH 15 1 UTILITY CROSSING 11 1 SEWER AND STORM DRAIN CLEANOUT AND WYE C103 CL OD 0 n (U CD uo (U CD (U \ CD (U MORTAR #5 (#16M) CONT AT EACH BOND BEAM TYP. SEE NOTE 14 4 #13M 450 mm) Z CONT E E a LE o- Mujr U H #5 (#16M) CONT AT EACH BOND BEAM TYP. SEE NOTE 14 t -A (L-BARS) ORTAR mm) TYPE 1 SLOPE CONTROL POINT LEVEL OR ?SLOPE 2H:1V �� MAX = k12 Z A (L-BARS) E o #4 3M 8SLOPE DO 450 mm)CONTROL t° POINT CONT LEVEL OR SLOPE 2H:1V F �i\ MAXm) #5 (#16M) CONT AT EACH BOND BEAM TYP. SEE NOTE 14 SL PE CO R POIN RTAR CAP A 00 CV E LEVEL W2 SEE NOTE 2 SLOPE O2H:1V Q^� u- > MAX Ed TYPE 2 4 0181, _ Lo } #13M 0 450 mm) ~ CONTINUOUS DETA S FOR DOUBLE REINFORCEMENT F OR (300 m SEE R FORCING SCHEDULES FOR REQD USE NOTE 2, TYPE 3 rr AS REQ'D STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN PROMULGATED BY TFE WORKS STANDARDS INC. PUB GREENS" COMMITTEE CR CONCRETE BLOCK WALL 601-5 1993 REV. 1996, 2005, 2009- 2010. 2021 SHEET 1 OF 6 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION C01 DETAILS FOR SINGLE REINFORCEMENT SEE REINFORCING SCHEDULES FOR ALLOWED USE SEE SHEET 1 FOR OTHER DIMENSIONS AND DETAILS TYPE 3 STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN REINFORCED CONCRETE BLOCK WALL 601-5 SHEET 2 OF 6 DESIGN CRITERIA: MATERIALS DESIGN DATA: REINFORCING STEEL...................................................................... fy = 60 KSI (420 MPG) CONCRETE 28TH-DAY STRENGTH: FOOTING........................................................................................ f 'C = 2,500 PSI (17 MPG) CONCRETE MASONRY: PARTIALLY GROUTED.................................................................. f 'm = 1,500 PSI (10 MPG) DESIGN CODE: ....................................................................................... GOVERNING BUILDING CODE DESIGN METHOD: CONCRETE....................................................................................... ULTIMATE STRENGTH METHOD CONCRETE MASONRY.................................................................... WORKING STRESS METHOD FOUNDATION: ALLOWABLE SOIL BEARING PRESSURE ...................................... 1,000 PSF (48 kPa) ALLOWABLE LATERAL SOIL BEARING PRESSURE ..................... 10O PSF / FT OF DEPTH (157 kPa / m OF DEPTH) LATERAL SLIDING RESISTANCE AT CONTACT AREA .................... 130 PSF (6.2 kPa) BUT NOT TO EXCEED 0.40 X DL SOIL DENSITY................................................................ . 110 PCF (1760 kg/m~ 3) FACTORS OF SAFETY FOR SPREAD FOOTING (BASED ON SERVICE LOAD CONDITIONS): OVERTURNING.............................................................................. 1.75 MINIMUM SLIDING.......................................................................................... 1.5 MINIMUM ONE THIRD INCREASE IS ALLOWED FOR SHORT TERM LOADS. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 601-5 REINFORCED CONCRETE BLOCK WALL SHEET 5 OF 6 4'-0" (1200 mm) MIN BOND BEAM AND REINFORCEMENT EXTENSION AT STEP - TOP OF FOOTING ELEVATION TYPE 1 AND 2 FOOTING SHOWN ALL CELLS WITH VERTICAL REINFORCEMENT AND BOND BEAMS SHALL BE GROUTED CORNER DETAIL NOTE: SINGLE VERTICAL REINFORCING BARS SHALL BE CENTERED IN CELLS. DOUBLE ROWS OF VERTICAL REINFORCING BARS SHALL HAVE THE REINFORCEMENT PLACED IN EACH FACE (EF). #4 0 12" (#13M 0 300 (300 mm) SPREAD FOOTING TYPE 1 AND 2 1/2" (15 mm) EXPANSION JOINTS 0 50' (15 m) MAX WALL ELEVATION PLACE FULL HEIGHT REINFORCEMENT TO MATCH VERTICAL WALL REINFORCEMENT AT EACH SIDE OF EXPANSION JOINT, CHANGE IN HEIGHT, OR END OF WALL APPROX FINISHED GROUND CAULKING SEALANT PREMOLDED EXPANSION 1/2" E___ CONT EACH SIDE JOINT FILLER (15 mm) N E _STOP JOINT FULL HEIGHT VERTICAL E REINFORCEMENT BAR EACH SIDE OF JOINT _ N E EACH SIDE OF TO MATCH VERTICAL EXPANSION JOINT. WALL REINFORCEMENT SEE NOTE 13 EXPANSION JOINT DETAIL #4 (#13M) EACH FAC /I 1H:1VJ r4 0 18" OPTIONAL #13M 0 CORNER 2 E50 mm) SHAPE ( 00 (300 mm) TRENCH FOOTING TYPE 3 FOOTING STEP DETAILS STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 601-5 REINFORCED CONCRETE BLOCK WALL SHEET 3 OF 6 GENERAL NOTES: 1. CONSULT WITH LOCAL GOVERNING AGENCY FOR DETERMINATION OF LATERAL LOAD AND WALL TYPE LISTED IN TABLES, FOR PROJECT -SPECIFIC USE. 2. DISTANCE OF THE FOOTING FROM DESCENDING SLOPE SHALL BE PER LATEST GOVERNING BUILDING CODE OR PER AGENCY REQUIREMENTS. 3. GROUND LINE TO BE AT THE SAME ELEVATION ON BOTH SIDES OF THE WALL. WALL SHALL NOT BE USED TO RETAIN EARTH. 4. USE TABULAR INFORMATION FOR THE NEXT HIGHER H FOR INTERMEDIATE WALL HEIGHTS THAT ARE BETWEEN THE H'S GIVEN. 5. CONCRETE SHALL BE 500-C-2500 (295-C-17) PER SSPWC 201-1.1.2. 6. REINFORCING SHALL BE LAPPED A MINIMUM 48 BAR DIA. GRADE 60 (420M), UNLESS OTHERWISE SPECIFIED, PER SSPWC 201-2 AND 303-4.1.3. JOINT REINFORCING WIRE: ASTM A1064 (A1064M). 7. REINFORCED CONCRETE CONSTRUCTION SHALL CONFORM TO SSPWC 303-1. 8. FOR TYPE OF BLOCKS, BOND PATTERN AND JOINT FINISH, SEE PROJECT PLANS. 9. MASONRY CONSTRUCTION SHALL CONFORM TO SSPWC 303-4. 10. HOLLOW MASONRY UNITS SHALL BE ASTM C90. TYPE I. NORMAL WEIGHT CONFORMING TO SSPWC 202-2.2. 11. MORTAR AND GROUT SHALL CONFORM TO SSPWC 202-3. 12. PROVIDE FULL MORTAR BED AT THE BOTTOM OF THE FIRST COURSE AND OMIT MORTAR BETWEEN VERTICAL JOINTS OF LOWEST EXPOSED COURSE. 13. WHEN BLOCKS ARE LAID IN STACKED BOND, CONTINUOUS HORIZONTAL JOINT REINFORCEMENT SPACED AT 2'-0" (600 mm) OC SHALL BE PROVIDED IN ADDITION TO THE BOND BEAM REINFORCEMENT PER SSPWC 303-4.1.2, LOCATE REINFORCEMENT IN JOINTS THAT ARE APPROXIMATE MIDPOINT BETWEEN BOND BEAMS. 14. BOND BEAMS SHALL BE PLACED AT TOP OF WALL AND SUBSEQUENTLY SPACED NOT TO EXCEED 4'-0" (1200 mm) O.C. BELOW. 15. ONLY CELLS WITH REINFORCING BARS SHALL BE GROUTED PER SSPWC 303-4.1.3. 16. HORIZONTAL JOINTS SHALL BE TOOLED CONCAVE OR WEATHERED. VERTICAL JOINTS SHALL BE TOOLED CONCAVE OR RAKED. WEATHERED AND RAKED JOINTS ARE NOT PERMITTED FOR SLUMPED BLOCKS. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 601-5 REINFORCED CONCRETE BLOCK WALL ar tiIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com 1 fESSip�'! y��oo��QAUL pp�y� Es>, rm No . C72279 ^+ Exp. 6/30/26 l o l v 0- 'lF OF C knELANE 4909 MURPHY CANYON ROAD, SUITE 330 SAN DIEGO, CA 92123 PHONE: 619.787.5566 WWW.DELANEENGINEERING.COM PREPARED BY: DARREN POON PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD, NEWPORT BEACH CA 92661 CITY CONTRACT NO. C-8865-1 W Po u DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 02-10129 SHEET TITLE: DETAILS SHEET NUMBER: 15 REINFORCED BLOCK WALL C104 1. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMMODATE RAMP AND 4' MIN PLATFORM (LANDING) AS IN CASE A, THE SIDEWALK MAY BE DEPRESSED LONGITUDINALLY OR MAY BE WIDENED AS IN CASE D. 2. IF SIDEWALK IS LESS THAN 6' WIDE, THE FULL WIDTH OF THE SIDEWALK SHALL BE DEPRESSED AS SHOWN IN CASE C. 3. (NOT USED) 4. (NOT USED) 5. THE PAY LIMITS FOR CURB ACCESS RAMPS SHALL BE AS SHOWN IN DETAIL A. 6. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. 7. SIDEWALK AND RAMP THICKNESS, "T", SHALL BE 4" MIN. 8. UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY FACILITIES WITHIN THE BOUNDARIES OF THE CURB RAMP SHALL BE RELOCATED OR ADJUSTED TO GRADE. 9. COUNTERSLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO AND WITHIN 48" OF THE CURB FLOWLINE SHALL NOT BE STEEPER THAN 1V:20H (5.07.). 10. RAISED TRUNCATED DOMES SHALL BE DARK GRAY IN COLOR AND SHALL BE ADA PAVERS AS MANUFACTURED BY WAUSAU TILE, INC OF WISCONSIN, ADA-2 COLOR A-90 OR APPROVED EQUAL. 11. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 48" WIDE PERPENDICULAR TO THE DIRECTION OF TRAVEL AND EXTEND 36" MINIMUM IN THE DIRECTION OF TRAVEL. FORMER CITY STANDARD PLAN NUMBER (2004 EDITION): STD 181-L-C I APP. . 51568 11/24/2020 CITY ENGINEER RCE DATE I NO. I DATE I DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: P. KHARAZMI CURB ACCESS RAMP 181 DATE: 11/3/2020 SHEET 3 OF 3 CL L0 (LJ CD L0 (U CD (U CD (U TOP OF RAMP SEE NOTE 9 4' MIN -_---__ 2%MAX T 5% MIN & 8.3% MAX SECTION A -A TOP OF RAMP RETAINING CURB SEE NOTE 9 IF NECESSARY 4' MIN 2% MAX --- ----- T 5% MIN & 8.3% MAX SECTION B-B DEPRESS ENTIRE SIDEWALK AS REQUIRED RETAINING CURB SEE NOTE 9 ---------- �/ice T 2% MAX SECTION C-C 2.3" MIN AND 2.4" MAX CENTER TO CENTER SPACING, TYP. + + + + + + RAISED TRUNCATED DOME PATTERN (IN -LINE) TOP DIAMETER 0.45" MIN AND 0.47" MAX 0.2"r 0 OBASE DIAMETER 0.9" MIN AND 0.92" MAX 0�0 FRONT EDGE OF SIDEWALK 10% MAX J CF J AT CURB CASE "H" NOTES: P+ 10% MAX AT CURB 1. CURB AND GUTTER WILL BE POURED FIRST AND RAMP THE FOLLOWING DAY TO CREATE COLD JOINT. 2. LOCATIONS WITH CROSS GUTTER SHALL HAVE SPANDREL REPLACED. 3. PARKWAY LANDSCAPE AND IRRIGATION SHALL BE MODIFIED IN KIND. ,. „r ��CR DETAIL A RAISED TRUNCATED DOME CURB RAMP PAY LIMIT FORMER CITY STANDARD PLAN NUMBERS (2004 EDITION): STD 181-L-A, STD 181-L-B AND STD 181-L-D / APP. t ----151568 11/24/2020 CITY ENGINEER RCE DATE NO. I DATE I DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS DRAWN: P. KHARAZMI DATE: 11/3/2020 CURB ACCESS RAMP 2' GUTTER CURB & GUTTER ATCH STANDARD DRAWING NO. 181 SHEET 2 OF 3 AOR B II_ 4' MIN _I 0I 1 2% MAX I 4' MIN � I I I I I ° FRONT EDGE 000oo� SIDEWALK ZL /7- 10% MAX AT CURB A OR B CASE "A" CF A ORB RETAINING CURB 6" TYP. IF NECESSARY AT __ PROPERTY LINE x tF 4' MIN -a 4 1 2% MAX 1 4' MIN I I 5% MIN & 5% MIN & 8.3% MAX Z 8.3% MAX o.. ooui ° FRONT EDGE -- OF SIDEWALK 10% MAX AT CURB A OR B CASE "B" cF �j 0" CF FULL HEIGHT CF I RETAINING CURB FRONT EDGE bt U OF SIDEWALK iv J FULL HEIGHT CF 0" CF 6" TYP. N -- ° ° VARIABLE CF T_ 0" CF 2% MAX 5% MIN & VARIABLE ° SLOPE 8.3% MAX 0" CF ----_ 0" CF CASE "E" FULL HEIGHT CF F� VARIABLE �a 0" CF I II II RETAINING CURB FULL HEIGHT z CF a\ . 5% MIN & FRONT RETAINING CURB 8.3% MAX �� EDGE OF 6" TYP. a } SIDEWALK + --- - - 0" CIF �Po 0" CF VARIABLE -- c FRONT EDGE � --- ///�� OF SIDEWALK 0" CF FULL CASE "F" HEIGHT CF P.L. CASE "C"cF I DIRT USE WHEN SIDEWALK IS LESS THAN 6' WIDE r+ RETAINING I + + � ++ + + + + + CURB + I+ + VARIES ++++ 4' MIN �t 1 JOIN EX. + 0" CF - 6" TYP. T x 2% MAX 4' MIN f VARIABLE CF x a I I a a FULL HEIGHT CF N 5' MIN d,57. MAX Z FRONT EDGE 0" CF ° °set ° OF SIDEWALK ------ 009ad o ALONG ACCESS 2% MAX ------ RAMP LANDING SLOPE 10% MAX BCR FRONT EDGE FULL 0" CF OF SIDEWALK HEIGHT CF AT CURB A CF CASE "D" CASE "G" FORMER CITY STANDARD PLAN NUMBERS (2004 EDITION): STD 181-L-A AND STD 181-L-B 4' MIN 2% MAX 57. MIN & _ 57. MIN & am MAX am MAX oo� x ° o° oc000000 APP. / k 51568 11/24/2020 CITY ENGINEER RCE DATE I NO. I DATE I DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: P. KHARAZMI CURB ACCESS RAMP 181 DATE: 11/3/2020 SHEET 1 OF 3 16 1 CURB ACCESS RAMP 6" 24" 1„ R 2" )§" LIP FLOW p 4"OR6'. CURB FACE 3:12 BATTER d 10" FOR 4" CURB FACE 1" R Q� d d p d Y2" R 12" FOR 6" CURB FACE 6 Q 14" FOR 8" CURB FACE TYPE A PCC CURB AND GUTTER CURB HEIGHT SHALL BE 4" OR 6" AS INDICATED BY CURB GRADES PER PLAN. X"�6„� " R 4" OR 6" CURB FACE d FLOW 3:12 - BATTER 10" FOR 4" CURB FACE 12" FOR 6" CURB FACE 14" FOR 8" CURB FACE da TYPE B PCC CURB CURB HEIGHT SHALL BE 4" OR 6" AS INDICATED BY CURB GRADES PER PLAN. 12° 1" d Nz" R 4" OR 6" NO LIP 3:12 CURB FACE Y4" BATTER FLOW 10" FOR 4" CURB FACE )r R g 12" FOR 6" CURB FACE 6„ d Q 14" FOR 8" CURB FACE Q 1 a" R TYPE C PCC CURB AND GUTTER CURB HEIGHT SHALL BE 4" OR 6" AS INDICATED BY CURB GRADES PER PLAN. NOTES: 1. GUTTER SURFACE WITHIN 4" OF FLOW LINE SHALL BE GIVEN A STEEL TROWEL. (APPLIES TO TYPE "A" CURB AND GUTTER). 2. PREFORMED V" THICK EXPANSION FILLER SHALL BE INSTALLED IN ALL TYPES OF CURB AT THE BC AND EC OF RETURNS, AT INTERVALS OF 60' BETWEEN RETURNS AND AT THE ENDS OF DRIVEWAYS. SIMILAR EXPANSION JOINTS SHALL BE INSTALLED IN ALL GUTTERS ADJOINING CURB. WEAKENED PLANE JOINTS SHALL BE FORMED AT INTERVALS OF 20' BETWEEN RETURNS. (APPLIES TO TYPES "A", "B", "C AND "F" CURBS AND GUTTERS). 3. IN SUPER ELEVATED SECTIONS THE GUTTER SLOPE SHALL FOLLOW THE CROSS SLOPE OF THE STREET PAVEMENT. (APPLIES TO TYPE "C" CURB AND GUTTER). 4. CONCRETE SHALL BE 560-C-3250. FORMER CITY STANDARD PLAN NUMBERS (2004 EDITION): STD 182-L AND STD 183-L APP. //v-v `K„ ----51568 11/24/2020 CITY ENGINEER RCE DATE NO. DATE DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: P. KHARAZMI DATE: 11/3/2020 STANDARD CURB SECTIONS TYPE A. B, & C 182 SHEET 1 OF 1 cDar 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com Q�pFESSip�'! AUL ►' No.C72279 ^+ Exp. 6/30/26 'lF c1VIV OF C DELANE 4909 MURPHY CANYON ROAD, SUITE 330 SAN DIEGO, CA 92123 PHONE: 619.787.5566 WWW.DELANEENGINEERING.COM PREPARED BY: DARREN POON PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 1 10 E BALBOA BLVD, NEWPORT BEACH CA 92661 CITY CONTRACT NO. C-8865-1 O 4 n U C,�L1�oRN�P DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 02-10129 SHEET TITLE: DETAILS SHEET NUMBER: Clm5 17 1 CURB SECTIONS (MODIFIED FOR CURB HEIGHT) ('') (U v 0 u) (U C7 (U CD (U 3 x w i 4 0 i m (U ) J 0 A EX COMM AND ELEC PER T-6043-S I —E. 04 N I EX COMM AND ELEC PER T-6043-S G EX PULL -E— — _Q _ �_ NOTE TO CONTRACTOR: EX 6" GAS N770 42' 30"W 535.90' EX 1-4"ELEC. EX COMM AND ELEC EX COMM AND ELEC EX 8" PVC 1. REMOVE ALL SHURBS, PLANTS, TURF, PER W-5205-S 5 PER SCE DWG PER T-6043-S PER T-6043-S WATER PER STUMPS AND ROOTS ONSITE PER SPECS BAY AVE 1852133 G. _ — - _ W-5205-S � I 2. REFER TO ARCHITECTURAL PLAN A1.1 FOR COMM 1 EX COMM w EX COMM PULLBOX �� w OVERVIEW OF SURFACE DEMOLITION BOX PULLBOX 8 r r 'ATV � EM I UT1L ITY MH(6 W r al 0 25' qZ J (j) EX 6 " AS PER -5205-S EX COMM c_:), PER T-6043-S i I I Ln ILO LO 10 HYDR NT 44 EX 6 GAS PER W-5205-S IN U EX 16" DIP WATER W-5205-S — W I w I I 12' 8' EX 8" VICE W-5205-S 8" MAIN EXTENSION BY OTHERS PRIOR TO CONSTRUCTIONI PER W-5407-S N I I I EX 16" PVC WATER PER W-5407S iD 4 1 WYE T T 1 EX COMM 2 WATER PER T-6043�-§ 1 EX COMM CAB y t,--Q WATERG RAss IRRIGATION CONTROLLER � f Ln `C (LOT 3 N 9.0 cn � tv, GRASS W \\__R�ZW 1 HYDRANT --- -s-- 2 SEWER o EASTERLY 30' OF LOT 25 ' 1 BLOCK 3 W F_ . I "-1 2 SEWEF --t -T- E-T- - � C � B CATV —CATV- CATV — NICTV DRIVEWAY G— , 1' — 7 —� — EX COMM DRIV AY 19.41 ' PER T-6043-S 1 N770 2' 30"W 189.91 RIR � BNDONED 14" � � � �V > EEX COMM AND ! I ELEC �' WATER 2 I PER T-6043-S 1 EX COMM 0 ACP WATER PER CABINET �W-5407-S I� WATER METER 3 3 WATER METER EX 1 4 ELEC. 3 14" WATER LINE I PER SCE DWG 1852133 REMOVE CONDUIT TO R/W 5 B� BL EX 14" ACP \ BL I CLOSED (_O WATER PER O W-5205-S B I ECTR IDIRT X SCE EASEMENT PER EX COMM O 007000216 63 OF O.R. PER T-6043-S 1 BL CAPACITOR BANK 5 BL W PL LOT 11 O F 100 LOT 10 WATER 2 BLOCK 1 2 WATER O El2 PULLBOX 2 GAS IR 7 SALVAGE GENE TOR 2' 3 GAS NITER SEWER 3 3 IIw LOT 2 R W 4 GAS L I WEI , ELECTRICAL EQUIPMENT 2 EM BLOCK 2 N OF EAST LOT 1 SAND TRAP PER B-4994-S 2 N N EX 8" VICE NEWPORT S77° 42 46" E 29. SEWER PER _ SEWER 6 - — — — — — — — — — — — — — — — — — — — — — — — — vy GRADE PLANE ELECTRICAL EQU I PMENTO2 �' II Wv CAN SAN � CONSTRUCTION NOTES ESTABLISHMENT ® -E- -E- 3 - - O1 PROTECT IN PLACE 9.0+9.3+9.2+9.5 = 9.25 SEWER 1 3 9 GM j O2 DEMO I I �— R W EX 14" ACP EX 6" GAS REMOVE AND CAP 4 ELECTRICAL EQUIPMENT 2 WATER PER PER S-5124-S ® RELOCATION BY OTHERS N W-5205-S �� O5 PER SCE PLANS CLOSED cc OC © ADJUST TO GRADE T PER ELECTRICAL PLANS SEWER 1 I ® RELOCATE PULLBOX PER STREET IMPROVEMENT PLAN. SEE ELECTRICAL S PLAN E1.1 FOR CONDUIT AND ALL ELECTRICAL/COMMUNICATION RELOCATIONS ¢ O9 REMOVE AND KEEP; SEE LANDSCAPE PLANS CLOSED FOR MORE INFORMATION BACKFLOW SEWER 2 SEWER 2 _S — SEWER 1D IR LOT 12OF GRASS BLOCK 1 CLOSED GRADE PLANE _ �� GRASS ESTABLISHMENT S770 43' 02"E 160.00' 9 R W _ BALBOABLVD T -SD- I / F(711N] - i F�� 1 N A LEY z LOT 13 II CL SED ABANDONED 12" PVC WATER PER U) 6' W-5407-S 2, I I� P L GRl ss I I I I Z N 4DI I SD— I 10 5 0 10 20 30 SCALE: 1"=10' DIAL TOLL FREE ° 811 Know what's below. AT LEAST TWO DAYS Call before you dig. BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CAUTION: THE CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES WITHIN LIMITS OF WORK PRIOR TO STARTING ANY CONSTRUCTION ACTIVITIES. PRIOR TO POTHOLING, THE CONTRACTOR SHALL PROVIDE THE ENGINEER TWO WORKING DAYS NOTICE TO SURVEY AND VERIFY THE HORIZONTAL/VERTICAL LOCATION OF ALL EXISTING UTILITY CROSSINGS. CHANGES TO THE PROPOSED WET UTILITY ALIGNMENT COULD BE REQUIRED BASED ON THE ACTUAL UTILITY LOCATIONS. atiIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com ,%pVESSIp�'! y�Q��o��QAUI pp�y� Esc rm W No.C72279 ^+ Exp. 6/30/26 tip r CM 'lF of c DELANE 4909 MURPHY CANYON ROAD, SUITE 330 SAN DIEGO, CA 92123 PHONE: 619.787.5566 WWW.DELANEENGINEERING.COM PREPARED BY: DARREN POON PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD, NEWPORT BEACH CA 92661 CITY CONTRACT NO. C-8865-1 PO � n U ? �` DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 02-10129 SHEET TITLE: EXISTING CONDITIONS PLAN SHEET NUMBER: C16 0 0 00 N 0 u0 (U 0 (u 0 (U rn 3 Q� LD Lo 0 i m N_ UI u 0 A iD •-7 SEE SEPARATE IMPROVEMENTS OF WAY WORK 0 4 A w- I I 1 _ - - - - - I - - --BAY-AV-E SEPARATE PLAN FOR IP L .T- T A I I"1 T I- a- W w Y SEE SEPARATE PLAN FOR IMPROVEMENTS IN RIGHT OF WAY WORK ON C8.1 w BALBOA-BLVC--w W Y -SD- F 9 z N jp SD - GENERAL INFORMATION: 1. PIPE FITTINGS (WYES, ELBOWS, ANG PTS) PER MANUFACTURER'S RECOMMENDATION 2. SURFACE IMPROVEMENTS SHOWN FOR REFERENCE ONLY. SEE PRECISE GRADING SHEET C2.2 FOR SPECIFIC DETAILS ON SURFACE IMPROVEMENTS 3. FOUNDATION AND GRADE BEAMS SHOWN FOR REFERENCE ONLY 4. SHALLOW GROUNDWATER. DEWATERING MAY BE REQUIRED PER GEOTECHNICAL RECOMMENDATIONS 5. SEE SPECIFICATIONS SECTION 312000 AND DETAILS SHEET C1.3 FOR UTILITY TRENCHING AND BACKFILL CONSTRUCTION NOTES 10 CONSTRUCT (2) 3" CAST IRON CURB DRAINS PER CITY OF NEWPORT BEACH STD PLAN 184, PER DETAIL 12 ON C8.3 21 12" DROP INLET; JENSEN MODEL NO. DI121224 PER DETAIL 9 AND 12 ON C1.3 22 24" DROP INLET; JENSEN MODEL NO. DI242448 PER DETAIL 9 AND 12 ON C1.3 23 INSTALL 8" S20OK ACO POWERDRAIN AND FILTER WITH HEAVY TRAFFIC RATED (LOAD CLASS F) AND ADA COMPLIANT GRATE PER DETAIL 10 ON C1.3 26 ROOF DOWNSPOUT PER ARCHITECT OR PLUMBING PLAN. HARD PLUMB ROOF DOWNSPOUT TO STORM DRAIN SYSTEM (36" COVER WHERE DOWNSPOUTS PASS UNDER GRADE BEAMS); MATCH DOWNSPOUT EQUIVALENT SIZE (4" MINIMUM CAS=0.0100) 27 STORM DRAIN CLEANOUT AND WYE PER DETAIL 11 ON 01.3. VALVE BOX COVER AND RISER PER CITY OF NEWPORT BEACH STD PLAN 513 2g ROOF DOWNSPOUT PER ARCHITECT OR PLUMBING PLAN. HARD PLUMB ROOF DOWNSPOUT TO STORM DRAIN SYSTEM (18" COVER UNLESS NOTED OTHERWISE); MATCH DOWNSPOUT EQUIVALENT SIZE (4" MINIMUM @S=0.0100) 29 CONTECH MODULAR WETLAND SYSTEM WITH CURB INLET; MODEL MWS-L-04-08-OP-CP; SEE DETAIL ON C3.2 30 SUMP PUMP BASIN PER C7.1-C7.2 (DEWATERING MAY BE REQUIRED) 31 2" SCH-80 FORCE LINE 34 SUMP PUMP TRANSITION STRUCTURE PER CASE I INLET DETAIL 14 ON C8.4 AND RECTANGULAR FRAME AND COVER PER SPPWC 152-3, DETAIL 15 ON C8.4 35 12" DROP INLET; JENSEN MODEL NO. DI121224 W/SOLID GRATE PER DETAIL 9 AND 12 ON C1.3 47 FOX DRAIN PER PLUMBING PLAN P3.1 106 12" AREA DRAIN PER DETAIL 13 ON C1.3 112 BOLLARDS PER ARCHITECTURAL PLANS 115 DOUBLE WYE ' S 117 SUBDRAIN PER LANDSCAPE PLANS STORM DRAIN ® BEARING Size Length Slope 1 S29°54'54"W 8.00" PVC 23.08 1.03% 2 N77°42'30"W 6.00" PVC 58.39 1.00% 3 S35`13'30"W 6.00" PVC 14.21 1.00% 4 S12`43'30"W 6.00" PVC 52.62 1.00% 5 S10°03'30"E 6.00" PVC 9.81 1.00% 6 S12*17'30"W 6.00" PVC 12.93 1.00% 7 S12°42'45"W 6.00" PVC 48.76 1.00% 8 N78°09'18"W 6.00" PVC 53.83 3.76% 9 N77°42'30"W 6.00" PVC 86.26 1.00% 10 S54`46'30"E 6.00" PVC 28.08 6.49% 11 N12`17'30"E 6.00" PVC 1.00 1.00% 12 S77°42'30"E 6.00" PVC 9.17 1.00% 13 S12*17'30"W 8.00" PVC 21.26 1.00% 14 S77`42'30"E 4.00" PVC 8.83 13.07% 15 S12*17'30"W 8.00" PVC 21.03 1.00% 16 S12*16'55"W 6.00" PVC 10.50 1.00% 17 S35`13'30"W 6.00" PVC 12.25 1.00% 18 S35`13'30"W 6.00" PVC 3�.-�u 1.00% 19 S54°46'30"E 6.00" PVC 48.16 3.84% 20 N77`42'30"W 6.00" PVC 26.61 1.00% 21 N12`17'30"E 6.00" PVC 9.51 2.00% 22 S12*17'30"W 6.00" PVC 2.50 1.00% 23 N12°16'58"E 6.00" PVC 21.91 1.00% 24 N77°42'48"W 6.00" PVC 7.27 1.00% 25 S54°47'20"E 6.00" PVC 11.94 1.00% 26 S12°42'40"W 6.00" PVC 9.00 1.00% coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com /Q%OFESSIp�'\ ��Q��o��QAUI pp�y� Esc No . C72279 ^+ ExP. 6/30/26 tip I CIV1� 'lF OF C knELANE 4909 MURPHY CANYON ROAD, SUITE 330 SAN DIEGO, CA 92123 PHONE: 619.787.5566 WWW.DELANEENGINEERING.COM PREPARED BY: DARREN POON PROJECT: CITY OF NEWPORT BEACH I NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD, NEWPORT BEACH CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/251 PROJECT NUMBER: 02-10129 SHEET TITLE: ROUGH GRADING AND STORM DRAIN PLAN SHEET NUMBER: C201 / F(711N] n 10 5 0 10 20 30 NI SCALE: 1"=10' EL u� (U (U 0 u) (U 0 (U CD (U rn 3 l7 I .o CD I 01 (U to U 0 A W a� a qZ J c -E- - I- (7.47T FL I (7.54) FL (7.58) FL -G--- C FL - E .T_ C2.3 - - - - `- CATV 0 BAY AVE SEE SEPARATE IMPROVEMENTSIN RIGPLAN FOR - OF WAY WORK ON C8.1 � - E- - (�� w T . (7.55) FL (7.49) FL (7.50) FL - E � -- CATV cza -CATV- L 38 38 ❑-c CATV I �_ - C ATV - W- - 7.92FS I I I I I 0" CF 66 - - 8 o I (7.86) - 8 12.1 % a ° �� FS ° W C .54 TC ° 8.32 TIC ° i ° 8 8.61 TC 3 / I 8.04 F� a a 3 7.82 FS 0 .8 FS a 3 I `� 11 FS p.5% 1 29 A / 71 ,W ° a j 7 / 5 / ° / A° 5 �° 0 `a 7° 87 ° s / °s '� a a . � Q ° I I 8.41 It- a ° ° .19 TC C: Q 0 7.83 .5/ LIMIT a / ° 8 08 FS / a FIRE TR�JCK ° 66 a4 4 PAVING 4 I a I 4� 4 4 a ° 24 LIMITS OF 4 a \18. 00 4 FIRE TRUCK ° 4 09 R I M I/ 1 3% � PAVING / / ° Q ' I / 9.00 AC � ° a a ° 8.50 FS a ° 4 0 a 9.00 TC 9.0C 4 a 3 a 8.50 FS 4 8.5C 4 9.04 TC ,r. 8 a54 FS 8 45 FS 3 a 4 66 C ' CF 9.11 C 8.61 FS ...... .... ..... I 5 4 - 0 - a 0 0 4 TZ FL a 8. 1 T a 4 ° 8 . 8 TIC �. 40 a ° �' ° 7.6 F 7. 8 iFS 4 I 4 I FS Q B / 7.5 T ° a 47.89 �s I I I I C2.3 4 4 4 a I I A 4 4 ° $-� HP 4a a 8.27aRIM A a / 4 a ° Q 5 4 a� = j S ORM DRWIN N PER a 4 a I z I op �a a SHEET 02 . 1 (TYP) C -°� - n - - - ° ° I LOT 10 8•F 4 1 5 SEE DETAIL ON C1.2 4 1 NI 4 TC '4 I.- �.56650 a 4 9.06 TC 4 9.03 41 a � 4aS 8.50 FS / C _ F -S a- I 0.0% 2.5% I 3 - I 8.75 r (8.32) 0.6% i �� 9.03 1 ° FS A / 30 FS o - ... 8.56 ,� 8 -SO 9.06 - FS 9 °04 FS o FS 4 - -- - 9 08 RIM 32 FS 1.4%4 9.19 4 / 4 / FS a 61 FS 3 FS 1 ----- ° ° I 8--9 FS 71 0 TG ° 9. 9 TIC 4 47 ° 4 (8.14) FL I 8.69�, FS 8.64 a 4 3 I 5 71 I 8.61 Q FS . ° 13' TC 24 4 a / 4 4 8.65 FS 4a A SEE SEPARATE PLAN FOR g �5 / /a IMPROVEMENTS IN RIGHT FS / 4 �° a , ° 9.40 OF WAY WORK ON C8.1 I 62 63 ,�� 4 4 8.90 FS a 9.40 TC J-W _ I _ ° 4 a FS 4 I a 4 ° o / ao 36 9.50 a 67 /IMITS OF � °� � �� IRE TRUCK a 3 I 8.84 FS 10% PAVING a FS - 9.37 FS 4 ROOF 9.60 0" CF 1`6 OUTL?NE a FS 9.49 RIM /4 a / a A 4 (8.58) FL 9 61 FS 9 61 FS I C i I Io `o'o 0" CF 0" CF STORM DRAIN PER SHEET C2.1 (TYP) 8, FF = 9.65 25 % ROOF OUTLU 0 9.40 TG 0O g 9.51 04) I �9.65 /--FS " 4 ° 4 a 9 A39 ° a 4 24 4 / FS / ° 4 4 9. 13-� TG 4 a a \ 9.58 TC 9 9.47 TC / 9.08 FS 8.97 FS 8.90) FL Q W-, u U w W 8.80 S ----- 39 -$ t FS22 36 FS L I/ o w r , F 61 48 = - - 1 32 °' I I rnV) I II c° L- 9.37 ° L aFq FS -- l 4 p -S r� - FS N� � ❑ ❑ ❑ � -WINV ❑ ❑ � ° � CATV - R ® - CATV - 36 � 9.33 RIM L � F -E- 9.40 TC 8.90 FS b\ O 9.50) FS SEE SEPARATE PLAN FOR IMPROVEMENTS IN RIGHT OF WAY WORK ON C8.1 BALBOA BLVD W 0 0�0=03'1 FS u 0.9% Lq GB I to I STORM DRAIN PER SHEET C2.1 (TYP) /'60 I 36 1 \ I 8.94) FL � 1 ��sor_?II 8.76) FL 8.99 TG A �LOT13 LEGEND 0 EX CONCRETE NEW AC PAVEMENT NEW CONCRETE NEW LANDSCAPE NEW CONCRETE;FINISH PER ARCHITECTURAL PLANS coar 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com Q�OfESS10,0'! AUL ►: No.C72279 ^+ Exp. 6/.30/26 CIV1V 'lF OF DELANE 4909 MURPHY CANYON ROAD, SUITE 330 SAN DIEGO, CA 92123 PHONE: 619.787.W66 WWW.DELANEENGINEERING.COM PREPARED BY: DARREN POON PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD, NEWPORT BEACH CA 92661 CITY CONTRACT NO. C-8865-1 CONSTRUCTION NOTES 10 PROTECT IN PLACE O CONSTRUCT 6" TYPE B PCC CURB PER CITY OF NEWPORT BEACH STD PLAN 182, DETAIL 17 ON DESCRIPTION C1.5 ® CONSTRUCT CROSS GUTTER PER CITY OF NEWPORT BID SET BEACH STD PLAN 185; MODIFIED TO WIDTH=2', PER DETAIL 7 ON C8.3 50 CONSTRUCT LIGHT VEHICLE CONCRETE PAVEMENT PER DETAIL 5B ON C1.2. CONSTRUCT THICKENED EDGE BUTT JOINT PER 7.12.9 OF SOILS REPORT. 24 CONSTRUCT FIRE TRUCK CONCRETE PAVEMENT PER DETAIL ON C1.2. CONSTRUCT THICKENED EDGE BUTT JOINT PER 7.12.9 OF SOILS REPORT. 32 REINFORCED CONCRETE BLOCK WALL PER SPPWC 601-5 TYPE 3, PER DETAIL 15 ON C1.4; t=8", H=62", FOOTING=12" WIDE 36 CONSTRUCT ONSITE PEDESTRIAN WALK PER DETAIL 5A ON C1.2 38 FUTURE EV CHARGER PER ELECTRICAL PLANS 39 CAPACITOR BANK PER SCE PLANS 47 FOX DRAIN PER PLUMBING PLAN P3.1 48 FENCE PER ARCHITECTURAL PLANS 61 TRANSFORMER PER ELECTRICAL PLANS 62 GENERATOR PER ELECTRICAL PLANS 63 PAD PER STRUCTURAL PLANS 66 0" TO 6" CURB TRANSITION PER DETAIL 2 ON C1.2 67 THICKENED EDGE PER DETAIL 1 ON C1.2 71 PARKING LOT STRIPING, WHEEL STOPS AND SIGNAGE PER T-8 102 LANDSCAPE PER LANDSCAPE PLANS S PLAYGROUND SECTION PER LANDSCAPE PLANS. SLOPE SUBGRADE TO DRAIN TO FRENCH DRAINS DATE: 12/15/25 PROJECT NUMBER: 02-10129 o SHEET TITLE: 11 PRECISE GRADING AND PAVING PLAN SHEET NUMBER: 10 5 0 10 SCALE: 1 ' =10 ' 20 30 C2m2 30- R/W ISLAND AVE. 10.68' 2 0- I I 10 0 20- R/W ISLAND AVE. 10- 0- 30- EX�GRADE —7--- 1—/: 134.25' BUILDING 83.98' EX. BUILDING PR. GRADE FF = 9.65 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LIMITS OF 4' R+R PER GEOTECHNICAL RECOMMENDATIONS q SITE SECTION C2.3 1=10, EX. GRADE 1�1=--------------- ----------------------- 72' R+R PER GEOTECHNICAL RECOMMENDATIONS R/W 20— 1 9.29' BALBOA BLVD. EX. GRADE I P/L 15.07' PROTECT I IN PLACE EX. FENCE I I FLOW LINE -3 0 -20 cc)ar 10 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 www.coargroup.com o Qiq pFESSlow ►: No.C72279 ^+ Exp. 6/30/26 aj�4 CI V IV 'lF OF C DELANE 4909 MURPHY CANYON ROAD, SUITE 330 SAN DIEGO, CA 92123 PHONE: 619.787.5566 WWW.DELANEENGINEERING.COM PREPARED BY: DARREN POON NEW BLOCK WALL t15.2' P/L 18.00' 6.67' LE EX. ALLEY �I PARKING -------------------- LOW POINT GRADE BREAK 6" CURB g SITE SECTION C2.3 1=10, 57.84' 42.09' BUILDING 9.83' 24.00' 15.00' PR. GRADE TRASH DRIVE AISLE PARKING FF = 9.65 ENCLOSURE GUTTER LIMITS OF 4' R+R PER GEOTECHNICAL RECOMMENDATIONS - :2' R+R PER GEOTECHNICAL RECOMMENDATIONS SITE SECTION C2.3 1=10, R/W BAY AVE. 3.08' LS -3 0 -20 -10 c — e PROJECT: CITY OF NEWPORT BEACH 1 0 NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 1 10 E BALBOA BLVD, —0 NEWPORT BEACH CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 02-10129 SHEET TITLE: SECTIONS SHEET NUMBER: C203 f M_ O� N_ v 0 uo (U 0 (U 1-1 (u O) 3 A_ J I 00 0 I m (u to u 0 A 3D SEE SEPARATE PLAN FOR IMPROVEMENTS IN RIGHT OF WAY WORK ON C8.1 w —G- I —E- — I— ——G----- I- F(711N] 1 i SEE SEPARATE PLAN FOR — — _BAY_AVE - IMPROVEMENTS IN RIGHT I w OF WAY WORK ON C8.1 - -E - - I —T -,I\\ 9 SEE SEPARATE PLAN FOR IMPROVEMENTS IN RIGHT z W OF WAY WORK ON C8.1 T - w BALBOABLVLLW W F —1 F - I FI IILI DRAINAGE AREA CONSTRUCTION NOTES 29 CONTECH MODULAR WETLAND SYSTEM WITH CURB INLET; MODEL MWS—L-04-08—OP—CP; SEE DETAIL ON C3.2 30 SUMP PUMP BASIN PER C7.1—C7.2 (DEWATERING MAY BE REQUIRED) 47 FOX DRAIN PER PLUMBING PLAN P3.1 cDar 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com Q�pFESS11p�'! ►: No.C72279 ^+ Exp. 6/30/26 ,Do Cal 'lF OF C DELANE 4909 MURPHY CANYON ROAD, SUITE 330 SAN DIEGO, CA 92123 PHONE: 619.787.5566 WWW.DELANEENGINEERING.COM PREPARED BY: DARREN POON PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 1 10 E BALBOA BLVD, NEWPORT BEACH CA 92661 CITY CONTRACT NO. C-8865-1 �LI�OAN� DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 02-10129 o SHEET TITLE: U 10 5 0 10 20 30 SCALE: 1"=10' SHEET NUMBER: C3ml fN 36 x 4.5 FRAME AND COVER CAST -IN TO TOP SLAB, TYP. OF �� ♦ I w /I \ �m 3 cD �z0 �I O� 2'-6" PLAN VIEW 2'-0" CURB INLET AND NOSING CURB INLET, SEE DETAIL THIS SHEET u: WEIR EXTENSION c ASSEMBLY w w Of RIM ELEV. 8.26+/- TOP OF STRUCTURE ELEV. 8.26 PEAK HGL = 6.77 I I WEIR/TREATMENT HGL ELEV. 6.60 I of I INLET I II OUTLET I I� )I - INLET 1 INVERT ELEV. 4.43 I I Ioo11EI r OUTLET 1 INVERT ELEV. 2.93 OUTSIDE BOTTOM ELEV. 2.51 ih ELEVATION VIEW* *MEDIA CASTINGS, IF REQUIRED, NOT SHOWN The tlesign antl informaton shown m this dnw.g is pmNtletl le Ne pmjecl owner• engineer antl contractor by Cantech Engineeretl Sdutiors LLC CContem'). Neither this d.m,, nor any part thereof, may be useQ reprotlucetl rr matlihetl in any mannerwnhout the priarwrigen censent of Crntech_ Failureto—pty is done at N...e. own nsk antl Cuntech ezpmssly tlisGaims any liability or responsibility for such use If tlismepancies lo. v .n the supplmd information upon which ttie tlrewing is basetl am achral held centlitions are encourM1en:d as site work progresses, these tliscrepanraes must be reported b Conlech immetlialely For re-evaluation of Ne tlesige Contech accepts no fubility for tlesigns basetl on missing, incwnplete ar 1MARKI DATE REVISION DESCRIPTION ceurate information supplietl by others 0 CL �� N QFQ J vat rn WEIR EXTENSION I ASSEMBLY C 0 OUTLET PIPE 6"0 PVC (12" 0 OPENING) 1" OUTLET BAY DEPRESSION (1'-4" x 4'-0") w �01-� itW0� 5)OO_0 O H O 0 W U m w a q�zm Og Cf) < D �OW OO LL Co 4'-0" 2'-0" 1 2'-8" 4" WEIR WALL PLAN VIEW TOP SLAB NOT SHOWN f ------ _➢ I I w co -------- I - I Q w I rl .: : • I --- OUTFLOW RISER AND DRAIN DOWN FLOWKIT LINE TYP. w m RIGHT END VIEW m Cn OUMTECH® ENGINEERED SOLUTIONS LLC m 0 �aPA�N WETLWB "re�bn./lP Ar CONTECH 398 Via El Centro, Oceanside, CA 92058 PROPOSAL 855-566-3938 DRAWING VO IRRIGATION PORT TYP. OF 3 _ WETLAND MEDIA BED TYP. oo INLET PIPE 8"0 PVC (12"H x 1 VW ELLIPTICAL OPENING) PREFILTER CARTRIDGE TYP. MODULAR WETLANDS MWSL0408OP-CP - 820683-15 NEWPORT BEACH FIRE STATION NEWPORT BEACH, CA SITE DESIGNATION: MWS UNIT SITE DESIGN DATA WATER QUALITY FLOW (CFS) 0.12 PEAK FLOW RATE (CFS) 1.30 RETURN PERIOD (YRS) 10 MAXIMUM POLLUTANT DENSITY (PREFILTER) 3.0 (GPM/SF) PREFILTER LOADING RATE (GPM/SF) 2.10 WETLAND MEDIA LOADING RATE 1.00 (GPM/SF) MEDIAOPERATING HEAD (FT) 3.53 SURFACE LOADING PEDESTRIAN GROUNDWATER 293 ELEVATION* 'GROUNDWA I ER ELEVA I ION IS ASSUMED. EORTO PROVIDE IF KNOWN STRUCTURE DETAILS NUMBER OF DELIVERED PIECES (DOES NOT INCLUDE 2 GRADE RINGS/RISERS) MAXIMUM FOOTPRINT 9.00' x 5.00' DELIVERED HEAVIEST 14475 LB. PICK* TOP SLAB 2325 LB. BASE SECTION 14475 LB. *BASE SECTION SHIPPED WITH INTERNAL WALLS INSTALLED 820683 DESIGNED: GS CHECKED: XXX SHEET NO.: RVRSD 6505 / 000000 LAYOUT 6 MWS-L-4-8-R 7.24 TS 0.58 TIW =Q. No.: DATE: 15 7/22/2025 DRAWN: GS APPROVED: GS 1 OF 1 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com Qj.pfESSjp�'! Q AUL ►: NO.C7227920 ^+ Exp. 6/30/26 'lF QV1V OF C DELANE 4909 MURPHY CANYON ROAD, SUITE 330 SAN DIEGO, CA 92123 PHONE: 619.787.5566 WWW.DELANEENGINEERING.COM PREPARED BY: DARREN POON PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 1 10 E BALBOA BLVD, NEWPORT BEACH CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/251 PROJECT NUMBER: 02-10129 SHEET TITLE: LID DETAILS SHEET NUMBER: C3m2 0 m (U 4 0 0 (U 0 (U 0 (U EX 6" GAS PEF W-5205- EX 16" DIP WATER W-5205 EX 8" VICE SEWER PER W-5205-S 8" MAIN EXTENS BY OTHERS PRIO TO CONSTRUCTIO PER W-5407-S C GENERAL INFORMATION: 1. PROJECT IS LOCATED IN PRESSURE ZONE 1 (GRAVITY FED). 2. LOW PRESSURE = 65 PSI HIGH PRESSURE = 70 PSI PER NEWPORT BEACH ON 8/19/2024 3. DRY UTILITY INFORMATION SHOWN FOR REFERENCE ONLY; SEE ELECTRICAL AND PLUMBING PLANS 4. PIPE FITTINGS (WYES, ELBOWS, ANG PTS) PER MANUFACTURER'S RECOMMENDATION 5. SHALLOW GROUNDWATER. DEWATERING MAY BE REQUIRED PER SEE'SPECIFICATION'SECTION'312000 AND DETAILS SHEET C1.'3 FOR UTILITY TRENCHING AND BACKFILL -- - - G- T-- -F- F EX 6" GAS PER W-5205-S T- FIRE ® BEARING Size Length Slope F1 S12`43'30"W 6.00" PVC 1.12 0.00% F2 S77°16'30"E 1 6.00" PVC 1 43.59 0.16% BAY AVE Ld -F -T- we] WATER ® BEARING Size Length Slope W1 S77`16'30"E 2.50" PVC SCH-80 44.37 0.14% I �, W�EX 8" PVC WATER BY OTHERS AND TO _ E -_ J I w � -T / F- \ I� J I BE COMPLETED PRIOR TO ONSITE (f�TTarIr-TT-n�� - CAUTION: THE CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES WITHIN LIMITS OF WORK PRIOR TO STARTING ANY CONSTRUCTION ACTIVITIES. PRIOR TO POTHOLING, THE CONTRACTOR SHALL PROVIDE THE ENGINEER TWO WORKING DAYS NOTICE TO SURVEY AND VERIFY THE HORIZONTAL/VERTICAL LOCATION OF ALL EXISTING UTILITY CROSSINGS. CHANGES TO THE PROPOSED WET UTILITY ALIGNMENT COULD BE REQUIRED BASED ON THE ACTUAL UTILITY LOCATIONS. CONSTRUCTION NOTES 21 12" DROP INLET; JENSEN MODEL NO. DI121224 PER DETAIL 9 AND 12 ON C1.3 33 REMOVABLE BOLLARD PER SCE PLANS 38 FUTURE EV CHARGER PER ELECTRICAL PLANS 39 CAPACITOR BANK PER SCE PLANS 41 4" SDR-35 SEWER, S=0.0100 MINIMUM UNLESS OTHERWISE NOTED. PIPE BEDDING PER CITY OF NEWPORT BEACH STD PLAN 323 42 CONSTRUCT SEWER LATERAL WITH CLEANOUT PER CITY OF NEWPORT BEACH STD PLAN 406, DETAIL 2 ON C4.2. SEE RIGHT OF WAY IMPROVEMENT PLAN FOR TRENCH RESURFACING 43 JOIN TO EXISTING SEWER; VERIFY INVERT IN FIELD 44 CONTINUATION PER PLUMBING PLANS 45 BUILDING SEWER PER PLUMBING PLANS 46 SAND OIL FILTER PER PLUMBING PLAN P3.1 47 FOX DRAIN PER PLUMBING PLAN P3.1 49 SEWER CLEANOUT PER DETAIL 11 ON C1.3 51 EX. 1.5" DOMESTIC WATER METER AND 2" SERVICE BY CITY OF NEWPORT BEACH COMPLETED PRIOR TO START OF ONSITE CONSTRUCTION 52 EX. 6" FIRE SERVICE. PIPE BEDDING PER STD 323 BY CITY OF NEWPORT BEACH COMPLETED PRIOR TO START OF ONSITE CONSTRUCTION. CONFIRM FINAL SIZING WITH FIRE PROTECTION ENGINEER 53 EX. 1" IRRIGATION METER AND 1" SERVICE BY CITY OF NEWPORT BEACH COMPLETED PRIOR TO START OF ONSITE CONSTRUCTION 54 2" DOMESTIC WATER BACKFLOW PER CITY OF NEWPORT BEACH STD PLAN 519-A, DETAIL 2 ON C4.2. INSTALL STRONGBOX GREEN POWDER COATED COVER, MODEL SBBC - 45CR PER DETAIL 1 ON C4.2 55 INSTALL 6" FIRE DCDA BACKFLOW PER CITY OF NEWPORT BEACH STD PLAN 518, DETAIL 3 ON C4.2. CONFIRM FINAL SIZING WITH FIRE PROTECTION ENGINEER 56 INSTALL 1.5" IRRIGATION BACKFLOW PER CITY OF _ NEWPORT BEACH STD PLAN 519-A, DETAIL 3 ON C4.2. CONTINUATION PER IRRIGATION PLANS 57 2.5" DOMESTIC WATER. PIPE BEDDING PER CITY OF NEWPORT BEACH STD PLAN 323. SEE PLUMBING PLANS FOR CONTINUATION 58 6" FIRE C-900, CL 305 DR-14 PVC FIRE LINE AND FITTINGS PER MANUFACTURER'S RECOMMENDATIONS. THRUST BLOCK PER CITY OF NEWPORT BEACH STD PLAN 516-A. CONFIRM FINAL SIZING WITH FIRE PROTECTION ENGINEER 59 INSTALL SWING CHECK AND FDC W/(2) 2.5" INLETS PER DETAIL 5 ON C4.3 AND CITY OF NEWPORT BEACH FIRE STANDARD 60 EX. FIRE HYDRANT TO BE CONSTRUCTED BY CITY OF NEWPORT BEACH PRIOR TO START OF ONSITE CONSTRUCTION 61 TRANSFORMER PER ELECTRICAL PLANS 62 GENERATOR PER ELECTRICAL PLANS 64 EX. SCE EQUIPMENT AND EASEMENTS TO BE REMOVED/QUITCLAIMED PER ELECTRICAL PLANS 69 INSTALL 2.5" UTILITY YARD HYDRANT WITH THREADED GALVANIZED RISER, VALVE, AND MALE OUTLET ON 3'X3' CONCRETE PAD 107 1/2" SCH-80 DOMESTIC WATER LINE 108 3/4" SCH-80 DOMESTIC WATER LINE 109 GAS METER SHOWN FOR REFERENCE ONLY; SEE PLUMBING PLANS 113 FLEXIBLE CONNECTIONS PER PLUMBING PLANS SEWER ® BEARING Size Length Slope �1 N77°42'30"W 4.00" PVC , - 2.00% S2 S77`16'20"E 4.00" PVC 34.92 1.00% S3 S77`17'05"E 4.00" PVC 9.73 1.00% S4 N12*16'58"E 4.00" PVC 13.00 1.00% S5 N12*16'58"E 4.00" PVC 2.36 1.00% S6 N12`16'58"E 2.00" PVC 9.43 9.35% S7 S77°42'30"E 2.00" PVC 5.28 2.00% S8 N77°43'02"W 4.00" PVC 6.39 1.00% S9 N77`43'02"W 4.00" PVC 12.28 1.00% S10 S12*16'58"W 4.00" PVC 35.46 1.00% S11 N12-16'41"E j 4.00" PVC j 2.72 j 92.33% DIAL TOLL FREE 811 Know what's below. AT LEAST TWO DAYS Call before you dig. BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA a1IGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com /Q%OFESSIO�'\ No . C72279 rm Exp. 6/30/26 I 0IV11V 'lF OF C t►�tE�� DELANE 4909 MURPHY CANYON ROAD, SUITE 330 SAN DIEGO, CA 92123 PHONE: 619.787.5566 WWW.DELANEENGINEERING.COM PREPARED BY: DARREN POON PROJECT: CITY OF NEWPORT BEACH I NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD, NEWPORT BEACH CA 92661 CITY CONTRACT NO. C-8865-1 �/-IF0 DESCRIPTION: DATE: BID SET 12/15/251 PROJECT NUMBER: 02-10129 SHEET TITLE: SEWER AND DOMESTIC WATER PLAN SHEET NUMBER: C401 X CL 0� (U V O L0 (U O (U 0 (U m 3 F- I d 01 (U to U O A [S' AoNGBOX- Smooth Touch TM Front Entry Cage Width Height Depth SBBC-22CR 23" 28" 18" SBBC-30CR 30" 28" 18" SBBC-45CR 45" 28" 18" Note: For inside dimensions, see Backflow Cover Sizing Chart on pages 28-29. • Powder coated with a polyester TGIC coating • Stainless steel hardware • Patented locking system accepts padlock • Minimal surface area deters graffiti • ASSE 1060 Rated • 1 year limited warranty BACKFLOW CAGES COLD ROLLED STEEL BACKFLOW ENCLOSURES ESmAo vG] [3OX® SPECIFICATIONS SMOOTH TOUCHTM INSTALLATION DETAILS FRONT ENTRY CAGE MODELS: SBBC-22CR, SBBC-30CR, SBBC-45CR TOP VIE 1. Smooth Touch Backflow Cover 6. Padlock Protective Cover Smooth Touch TM 2. Backflow Preventer 7. Enclosure Swivel Point - attached to mounting ClamShell Entry Cage 3. Anchor Base Mount base in 6 places Width Height Depth r fi i i` 4. Poured Concrete Base - 6" min. thickness 8• Enclosure Mounting Base Studs 3/8" x 3/4" extend 4" beyond outside of enclosure 9. Finish Grade SBBC-40CR 45" 39" 26" t' 5. Enclosure Locking Swing Door 10. Water Service Inlet Piping SBBC-60CR 61" 39" 2611 r x. (door mounted to anchor base) SBBC-75CR 78" 39" 26" Note: For inside dimensions, see Backflow Cover Sizing Chart on pages 28-29. '_ SPECIFICATIONS • Powder coated with a polyester TGIC coating This Backflow cage is a vandal the open end of the frame. The p secured a minimum of 2 inches • Stainless steel hardware and weather resistant top, sides and end panels are deep into the concrete pad. • Patented locking system enclosure formed from cold constructed of vertical (3/16 The backflow cage remains accepts padlock rolled steel tubing and rod that inch thick) and horizontal (1/8 bolted to the base in both open • Minimal surface area deters graffiti is powder coated with a p inch thick rods that are welded ) and closed positions. Too en, p p • ASSE 1060 Rated polyester TGIC coating having together to form a grid pattern the enclosure door drops down • 1 year limited warranty !lit a minimum thickness of 2.5 with 1 x 2inch rectangular ular and the body lifts open, mils. All locking and mounting openings. The grid igular then pivoting from the back edge hardware is manufactured welded onto the tube frame mounted to the base. When SPECIFICATIONSON entirely of stainless steel. The with half inch welds placed no closed, the concealed locking frame of the enclosure is more than 4 inches apart. The tab has a 7/16 inch hole to constructed of 1-1/4 inch mounting base uses four 3/8 secure the enclosure and door tubing, including the drop- inch L-bolts that are to be with a padlock. This cage is down door which inserts into ASSE 1060 Class III rated. 25 36 -- 1 1 I BACKFLOW ENCLOSURE PROPERTY LINE CITY I I I I I I C I I I I C I I FLOW f FY 7 A7 AY by FY ,, ,, 7 E7 dY 3 T -3/4, AGGER. BASE � 5 PROFILE V NOT TO SCALE BALL VALVE SHUT -OFFS (TEST COCKS) IPJA0SICL77i0J1091P. 1940SICIf7idi021 R19. O - 1 a d a 12„ PLAN VIEW: NOT TO SCALE 14 13 BALL VALVE SHUT -OFFS (TEST COCKS) 11 12 CONSTRUCTION NOTES O APPROVED DOUBLE CHECK DETECTOR ASSEMBLY. REFER TO UNIVERSITY 13 BRONZE BODY, RUBBER SEATED BALL VALVE SHUT-OFF WITH LEVER OF SOUTHERN CALIFORNIA APPROVED LIST. OPERATOR. 2O LONG RADIUS 90' BEND, FE x FE, CEMENT LINED D.I. 14 MAGNETIC DRIVE, LOW HEAD LOSS, BYPASS METER CAPABLE OF READING FLOWS FROM Y4 TO 20 GPM. REGISTER SHALL RECORD FLOWS 3O RESILIENT WEDGE GATE VALVE, OS & Y W/FLANGED ENDS. IN UNITS OF CUBIC FEET. MUELLER/HERSEY AMI METER. ® D.I.P. MORTAR LINED SPOOL PIECE (FE). 15 INSTALL THRUST BLOCK PER STD 516-A. O5 150 LB. ANSI RATED FLANGE. FABRICATED INTEGRALLY WITH SPOOL. © 6" THICK CONCRETE SLAB. REINFORCED WITH W1.4 x W1.4 WELD WIRE GENERAL NOTES MESH. CONCRETE SHALL BE C-560-3250 MIX. 1. ALL ABOVE GRADE PIPING SHALL BE PAINTED WITH AN ALKYD ENAMEL PAINT 70 LONG RADIUS 90'BEND, CEMENT LINED D.I., FE x FE OR FE x MJ ENDS SYSTEM CONSISTING OF A 2 MIL PRIMER COAT AND TWO (2) COATS OF 2 MILS W/ RETAINER GLANDS. (EACH) HIGH GLOSS ENAMEL. COLOR SHALL BE DETERMINED BY THE UTILITIES DEPARTMENT. ® C-900 PVC CLASS 200. 2. ALL BELOW GRADE DUCTILE IRON FITTINGS SHALL BE C-110. ALL BELOW GRADE 90 CONSUMER PIPING AWWA APPROVED POTABLE WATER PIPE MATERIAL, DUCTILE IRON PIPE AND FITTINGS SHALL BE ENCASED IN ACCORDANCE WITH AWWA C-900 PVC CLASS 200. STANDARDS IN AN 8 MIL POLYETHYLENE WRAP. 10 ADJUSTABLE PIPE SUPPORT PER STD 521. 3. ALL FLANGE BOLTS SHALL BE TYPE 316 STAINLESS STEEL. MECHANICAL JOINT BOLTS SHALL BE MANUFACTURED FROM EITHER MALLEABLE IRON OR 11 BYPASS DOUBLE, SPRING LOADED, POPPET CHECK VALVE ASSEMBLY SELF -WEATHERING CORTEN STEEL. WITH MULTIPLE TEST COCKS. 4. REDUCED PRESSURE BACKFLOW ASSEMBLY MAY BE REQUIRED AT THE DIRECTION 12 ASSEMBLY MUST BE MATCHED TO THE MAIN LINE ASSEMBLY TO OF THE UTILITIES DEPARTMENT. PROVIDE LOWER HEAD LOSS. 5. 10-GAUGE TRACING WIRE MUST BE USED FOR ALL C-900 APPLICATIONS. FORMER CITY STANDARD PLAN NUMBER (2004 EDITION): STD 517-L CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: M. ELIAS 3" AND LARGER DOUBLE CHECK DETECTOR DATE: 11/3/2020 BACKFLOW PREVENTION ASSEMBLY 518 SHEET 1 OF 1 PROPERTY LINE CITY FROM WATER METER I I I I I I I �- I E g -a 6" THICK PROFILE VIEW: NOT TO SCALE PLAN VIEW: NOT TO SCALE i 12" MIN. 18" MAX. SUBJECT TO UTIL. _ DEPT. INSPECTION CONSTRUCTION NOTES GENERAL NOTES 1O REDUCED PRESSURE PRINCIPAL BACKFLOW AND DOUBLE CHECK PREVENTION 1. ALL BACKFLOW PREVENTION DEVICES SHALL BE LOCATED ABOVE GROUND, ASSEMBLY. DEVICE SHALL BE APPROVED BY THE UNIVERSITY OF SOUTHERN AND INSTALLED AS CLOSE AS PRACTICAL TO THE WATER METER AND CALIFORNIA (USC) FOUNDATION FOR THE CROSS -CONNECTION AND HYDRAULIC SHALL BE INSTALLED IN A LOCATION THAT IS READILY ACCESSIBLE FOR RESEARCH APPROVED LIST (WWW.USC.EDU/DEPT/FCCCHRAIST.HTML). TESING AND MAINTENANCE AS APPROVED BY THE UTILITIES DEPARTMENT. BACKFLOW DEVICES SHALL NOT BE INSTALLED ON CITY PROPERTY. 2O 6" THICK CONCRETE PAD, WHERE INSTALLATION IS NOT WITHIN A CONCRETE AREA. REINFORCED WITH W1.4 X W1.4 WELD WIRE MESH. CONCRETE MIX SHALL 2, IMMEDIATELY AFTER INSTALLATION, RELOCATION OR REPAIR, ALL BACKFLOW BE 560-C-3250. PREVENTION DEVICES SHALL BE TESTED BY A CERTIFIED TESTER APPROVED BY THE CITY. NO SERVICE SHALL BE TURNED ON UNTIL THE DEVICE IS TESTED AND CERTIFIED AFTER INSTALLATION. 3. RISERS AND TUBING SHALL BE TYPE "K" RIGID COPPER AND ALL FITTINGS SHALL BE SOLDER -JOINT TYPE (OR THREADED BRASS) PER UNIFORM PLUMBING CODE. 4. CITY MAY REQUIRE AN APPROVED ENCLOSURE AROUND BACKFLOW. FORMER CITY STANDARD PLAN NUMBER (2004 EDITION): STD 520-L-A APP. / //I�"� / •�, ----51568 11/24/2020 CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: M.ELIAS 1" THROUGH 2" REDUCED PRESSURE PRINCIPLE 519-A DATE: 11/3/2020 AND DOUBLE CHECK BACKFLOW DEVICE SHEET 1 OF 1 BACKFLOW ENCLOSURES ESmAo vG] [30W. SPECIFICATIONS SMOOTH TOUCHTM INSTALLATION DETAILS CLAMSHELL ENTRY CAGE MODELS: SBBC-40CR, SBBC-60CR, SBBC-75CR n TOP VIEW 1. Smooth Touch Backflow Cover 2. Backflow Preventer 3. Secured Swivel Mounting Plates 4. Poured Concrete Base - 6" minimum thickness - extend 4" beyond outside of enclosure v 5. SBBC Mounting Base - fastened or anchor bolted to concrete 6. Water Service Outlet Piping 7. Water Service Inlet Piping 8. Padlock Locking Hasp 9. Finish Grade SPECIFICATIONS This backflow cage is a vandal panels are constructed of design allows enclosure sides and weather resistant vertical (3/16 inch thick) and to flip up, pivoting on the enclosure formed from cold horizontal (1/8 inch thick) rods mounting hardware at each rolled steel tubing and rod that that are welded together to end. Vandal proof brackets and is powder coated with a form a grid pattern with 1 x 2 a pad -lockable hasp ensures polyester TGIC coating having inch rectangular openings. maximum security while cage a minimum thickness of 2.5 Anchor bolts should be is closed. This cage is ASSE mils. All locking and mounting submerged into concrete a 1060 Class III rated. hardware is manufactured minimum of 2 inches, entirely of stainless steel. The positioning the enclosure 1-112 frame of the enclosure is inches above the surface of constructed of 1-1/4 inch concrete for drainage tubing. The top, sides, and end purposes. The center split -' 37 INSTALLATION ON PRIVATE PROPERTY R WITH CITY APPROVAL ONLY. EASEMENT, AT HOMEOWNER'S COST, MAY BE REQUIRED. CHISEL "S" ON FACE OF CONCRETE CURB OVER LATERAL. w ' 7 10 3" HIGH LETTER. )1" DEEP. m 1 CURB & GUTTER FIM a a SIDEWALK (OR ALLEY SURFACE) FINISHED STREET - SURFACE I RISER, CAULDER OR FERNCO COUPLING & STOPPER TO BE INSTALLED 6" BELOW FINISHED GRADE. MIN I , I � 2 3 wl s' � 4 NI 2 W 3 z, JI _------- -_�_- Z 7 MINIMUM SLOPE: Ya" PER LINEAR FOOT OR 2.00% 45' SPECIAL NOTE: '-- SEWER LATERAL CONNECTION UNDER NO CIRCUMSTANCES SHALL ABS PIPE OR FITTINGS BE ALLOWED. PER STD 407. ALL SEWER LATERALS SHALL BE INSPECTED BY THE CITY AND BE GENERAL NOTES: REPLACED TO MEET CURRENT CITY STANDARDS IF NECESSARY. 1. FOR SLOPE LESS THAN Y4" PER FOOT, A 6" LATERAL SHALL BE USED WITH A MINIMUM SLOPE = Y8" PER FOOT. 2. CLEANOUT MAY BE INSTALLED ON PRIVATE PROPERTY SIDE OF PROPERTY CONSTRUCTION NOTES: LINE AT SPECIAL REQUEST BY HOMEOWNER AND APPROVAL BY CITY. 3. SEWER CLEANOUT COVERS SHALL BE BROOKS PRODUCTS NO. 4TT OR J&R NO. 4T MARKED SEWER. O INSTALL SEWER CLEANOUT COVER PER APPLICABLE PORTIONS OF STD 513. TRIANGULAR COVER WITH "S" ON TOP. 4. CLEANOUT COVERS PLACED IN SIDEWALKS MAY BE BROOKES PRODUCTS 2 O 4" " (OR 6) VCP SDR-35 PVC SEWER PIPE WITH GASKET, NO. 1-RB AND NO. 1-R (CONCRETE COVER) OR J&R NO. 1-R BY SPECIAL INTEGRAL BELL AND SPIGOT JOINTS. PERMISSION ONLY. 4" 6") VCP SDR-35 PVC) 45' BEND. 5. SEWER CLEANOUT RISER PIPE MATERIAL SHALL BE VCP WHEN EXISTING 3 (OR (OR SEWER MAIN IS VCP AND SDR-35 PVC PIPE SHALL BE USED WHEN THE ® 4"X4" (OR 6"X6") VCP (OR SDR-35 PVC) WYE BRANCH FITTING. SEWER MAIN IS PVC. O5 4" (OR 6") ABS STOPPER (WHERE LATERALS ARE STUBBED). 6. PVC SHALL BE SDR-35 PER ASTM 3034. 7. SEWER PIPE AND FITTINGS SHALL BE BEDDED WITH N' CRUSHED ROCK 6 4" (OR 6") SHORT PIECE, VCP (OR SDR-35 PVC), 6" LONG. MATERIAL PER STD 323.IN AREAS OF GROUND WATER OR TIDE WATER," O7 4" (OR 6") RUBBER MECHANICAL BANDED SEAL CLAMP. MISSION CRUSHED ROCK SHALL BE USED. CLAY ADJUSTABLE REPAIR COUPLING (TYPE 2) OR CITY -APPROVED 8, USE GENERAL NOTES #1 & #2 FROM STD 407. EQUAL. ® 4" (OR 6") PRIVATE SEWER PIPE. 9. SADDLE TYPE CONNECTIONS TO SEWER MAINS ARE PROHIBITED, EXCEPT BY SPECIAL PERMISSION FROM THE CITY. O9 8"X4" (OR 6") WHY BRANCH FITTING. VCP OR SDR-35 PVC. 10. GLUE OR SOLVENT JOINTS ARE PROHIBITED. 10 INSTALL ABS STOPPER IN RUBBER COUPLING. USE MISSION CLAY 11. CCTV OF EXISTING LATERAL WILL BE REQUIRED WHEN USING THE PRODUCTS STOPPER OR APPROVED EQUAL. ALTERNATIVE SET-UP. 11 SIDEWALK REPLACEMENT SHALL BE IN FULL PANEL. 12. IF SERVICED BY OTHER AGENCY, MUST USE AGENCY'S STANDARD. 13. LATERAL SIZE (4" OR 6") SHALL MATCH EXISTING LATERAL SIZES FORMER CITY STANDARD (2004 EDITION): STD 406-L ASSOCIATED WITH CONNECTION. APP. MPLAN /NUMBER / ///� / •� �]Y� 51568 11/24/2020 CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: P. KHARAZMI DATE: 11/3/2020 SEWER LATERAL WITH CLEANOUT 406 SHEET 1 OF 1 coar 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com ti ,OESSIp,�'! Q AUL ►: No.C72279 ^+ Exp. 6/30/26 01 V IV 'lF OF C DELANE 4909 MURPHY CANYON ROAD, SUITE 330 SAN DIEGO, CA 92123 PHONE: 619.787.5566 WWW.DELANEENGINEERING.COM PREPARED BY: DARREN POON PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 1 10 E BALBOA BLVD, NEWPORT BEACH CA 92661 CITY CONTRACT NO. C-8865-1 Ox� n U - Z C9LI�ORN�� DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 02-10129 SHEET TITLE: UTILITY DETAILS SHEET NUMBER: C402 4 DOUBLE CHECK DETECTOR ASSEMBLY 3 REDUCED PRESSURE PRINCIPLE ASSEMBLY 2 SEWER CLEANOUT 4 X 2 j X 2 90 SIAMESE F.D.0 4 X 1-6 FLANGE & THREAD (GALV.) HANDHOLE WITH 4" SWING CHECK LTO CHECK VALVE ID FOR ACCESS VALVE � III—III—III—III- -i 4" DUCTILE IRON SPOOL TO BLDG -ROM DOUBLE CHECK U.L./F.M.SWING DETECTOR ASSEMBLY CHECK VALVE CONCRETE THRUST BLOCK PER CITY OF NOTES: NEWPORT BEACH STD PLAN 516—A 1. PAINT FDC RED 5 1 FDC AND SWING CHECK atiIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com FESSIp�'\ ��Q��o��QAUI pp�y� Esc No . C72279 rm * Exp. 6/30/26 tip I 01VIV 'lF or c ou1�4� knELANE 4909 MURPHY CANYON ROAD, SUITE 330 SAN DIEGO, CA 92123 PHONE: 619.787.5566 WWW.DELANEENGINEERING.COM PREPARED BY: DARREN POON PROJECT: CITY OF NEWPORT BEACH I NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD, NEWPORT BEACH CA 92661 CITY CONTRACT NO. C-8865-1 U ? S 6 F O R DESCRIPTION: DATE: BID SET 12/15/251 PROJECT NUMBER: 02-10129 SHEET TITLE: UTILITY DETAILS SHEET NUMBER: C403 W Q Z g coar 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com Q fiESS1! Q W p� fy� e- ►: No.C72279 ^+ Exp. 6/30/26 s� 'lF CIV1\- OF C DELANE 4909 MURPHY CANYON ROAD, SUITE 330 SAN DIEGO, CA 92123 PHONE: 619.787.5566 WWW.DELANEENGINEERING.COM PREPARED BY: DARREN POON PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 1 10 E BALBOA BLVD, NEWPORT BEACH CA 92661 CITY CONTRACT NO. C-8865-1 �LI�OAN� DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 02-10129 o SHEET TITLE: 11 U HORIZONTAL CONTROL PLAN SHEET NUMBER: 10 5 0 10 20 30 C5.1SCALE: 1 =10' 97 00 ch CD V- CD u) (U CD (U 0 (U 1W- - - _B"AVE 97 w T---E— — T— �— ---—E -T— E BALBOABLVLLW —E--� —T � \ I� Iw —E—T— — — — CATV LEGEND: FIBER ROLL (SE-5) AND/OR GRAVEL BAGS FLOW DIRECTION CONSTRUCTION ENTRANCE CONSTRUCTION NOTES 91 INSTALL STABILIZED CONSTRUCTION ENTRANCE, TC-1 PER CALIFORNIA STORM WATER HANDBOOK, LATEST EDITION. LOCATION PER PLAN. 92 INSTALL CONSTRUCTION MATERIAL DELIVERY AND STORAGE, WM-1 PER CALIFORNIA STORM WATER HANDBOOK, LATEST EDITION. LOCATION PER PLAN. 93 INSTALL CONCRETE WASTE MANAGEMENT AREA, WM-8 PER CALIFORNIA STORM WATER HANDBOOK, LATEST EDITION. LOCATION PER PLAN. 94 PROVIDE PORTABLE TOILET WITH SECONDARY CONTAINMENT, WM-9 PER CALIFORNIA STORM WATER BMP HANDBOOK, LATEST EDITION. 95 PROVIDE COVERED TRASH BIN. 96 PROVIDE SPILL KIT, WM-4 PER CALIFORNIA STORM WATER BMP HANDBOOK, LATEST EDITION. 97 PROVIDE STREET SWEEPING, SE-7 PER CALIFORNIA STORM WATER BMP HANDBOOK, LATEST EDITION. 98 INSTALL FIBER ROLL AND/OR GRAVEL BAGS BARRIER, SE-5 AND OR SE-6 PER CALIFORNIA STORM WATER BMP HANDBOOK, LATEST EDITION. 100 INSTALL CATCH BASIN/ INLET PROTECTION, SE-10 PER CALIFORNIA STORM WATER BMP HANDBOOK, LATEST EDITION. 116 CONTRACTOR AND CONSTRUCTION MANAGEMENT TRAILERS. CONTRACTOR TO OBTAIN TRAFFIC CONTROL PERMIT FOR MAINTANING TWO—WAY TRAFFIC ON ISLAND AVENUE AND OBSERVE REQUIRED SIGHT DISTANCE FROM INTERSECTIONS cDar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com QvvpFESSIp�'! pp�y� Esc y�Q��o��QAUI W No.C72279 rm Exp. 6/30/26 yr tip l CIV1� DELANE 4909 MURPHY CANYON ROAD, SUITE 330 SAN DIEGO, CA 92123 PHONE: 619.787.5566 WWW.DELANEENGINEERING.COM PREPARED BY: DARREN POON PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD, NEWPORT BEACH CA 92661 CITY CONTRACT NO. C-8865-1 jp0 4- U ? S C,q�rF�AN�4- DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 02-10129 o SHEET TITLE: u (. EROSION CONTROL DETAILS SHEET NUMBER: / �7 F 10 5 0 10 20 30 C6mlSCALE: 1 ' =10 ' v v 0 c? v 0 to (U 0 0i 0 (U 0) 3 U w i v m (U i tA 0 A LA C 0 U / A / A U m N 0 4 (U 0 d i-' d d / 0 0 / A CATCH BASIN/INLET PROTECTION (SE-10) STRAW WATTLES/GRAVEL BAGS/SANDBAGS BACK OF SIDEWALK TO OVERLAP ONTO CURB CATCH BASIN BACK OF CURB \ CURB INLET 1 D - 1.5' H = 2 BAGS L= 3, ILLWA 0 \ SANDBAGS/GRAVEL BAGS STACKED TIGHTLY 8 MIN PONDING HEIGHT CURB INLET SIDEWALK H oo� SPILLWAY IRP �\ CQI NOTES: 1. CATCH BASIN/INLET PROTECTION SHALL BE INSTALLED WHEREVER THERE IS A POTENTIAL OF STORMWATER OR NON-STORMWATER BEING DISCHARGED INTO IT. 2. INLET PROTECTION IS REQUIRED ALONG WITH OTHER POLLUTION PREVENTION MEASURES SUCH AS; EROSION CONTROL, SOIL STABILIZATION, AND MEASURES TO PREVENT TRACKING ONTO PAVED SURFACES. 3. MODIFY INLET PROTECTION AS NEEDED TO AVOID CREATING TRAFFIC HAZARDS. 4. INCLUDE INLET PROTECTION MEASURES AT HILLSIDE V-DITCHES AND MISC. DRAINAGE SWALES. 5. INLET PROTECTION SHALL BE INSPECTED AND ACCUMULATED SEDIMENTS REMOVED. SEDIMENT SHALL BE DISPOSED OF PROPERLY AND IN A MANNER THAT ASSURES THAT THE SEDIMENT DOES NOT ENTER THE STORM DRAIN SYSTEM. 6. DAMAGED BAGS SHALL BE REPLACED IMMEDIATELY. 7. ADDITIONAL SANDBAG SEDIMENT TRAPS SHALL BE PLACED AT INTERVALS AS INDICATED ON SITE PLAN. B EQUIPMENT REPAIR/MAINTENANCE (NS-10) NOTES: ni �n 1. LEAKING VEHICLES AND EQUIPMENT SHALL NOT BE ALLOWED ON -SITE. EQUIPMENT AND VEHICLES SHALL BE INSPECTED FREQUENTLY FOR LEAKS AND SHALL BE REPAIRED IMMEDIATELY. CLEAN UP SPILLS AND LEAKS PROMPTLY WITH ABSORBENT MATERIALS; DO NOT FLUSH WITH WATER. 2. VEHICLES AND EQUIPMENT SHALL BE MAINTAINED, AND REPAIRED ON -SITE ONLY IN DESIGNATED AREAS. PREVENT RUN-ON AND RUN-OFF FROM DESIGNATED AREAS. CONTAINMENT DEVICES SHALL BE PROVIDED AND AREAS SHALL BE COVERED IF NECESSARY. 3. DESIGNATE ON -SITE VEHICLE AND EQUIPMENT MAINTENANCE AREAS, AWAY FROM STORM DRAIN INLETS AND WATERCOURSES. 4. ALWAYS USE SECONDARY CONTAINMENT, SUCH AS A DRAIN PAN OR DROP CLOTH, TO CATCH SPILLS AND LEAKS WHEN REMOVING OR CHANGING FLUIDS. 5. LEGALLY DISPOSE OF USED OILS, FLUIDS, AND LUBRICANTS. 6. PROVIDE SPILL CONTAINMENT DIKES OR SECONDARY CONTAINMENT AROUND STORED OIL, FUEL, AND CHEMICAL DRUMS. 7. MAINTAIN AN ADEQUATE SUPPLY OF ABSORBENT SPILL CLEANUP MATERIALS IN DESIGNATED AREA. 8. REFER ALSO TO BMP NS-8 AND NS-10 FROM 2023 CALIFORNIA STORMWATER BMP HANDBOOK FOR CONSTRUCTION. NOTE: CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE C STABILIZED CONSTRUCTION ENTRANCE (TC-1) CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6" FILTER FABRIC ORIGINAL SEDIMENT TRAPPING GRADE DEVICE 12" MIN, UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER CORRUGATED STEEL PANELS SECTION B-B OVER MIN. OF 12" THICK OF o 3"-6" COARSE AGGREGATE AND FILTER FABRIC - MIN. OF 12 THICK OF o m 3"-6" COARSE AGGREGATE y ON TOP OF FILTER FABRIC 10' MIN. OR AS REQUIRED TO ACCOMODATE ANTICIPATED TRAFFIC, WHICHEVER IS GREATER 50' MIN. I OR FOUR TIMES THE CIRCUMFERENCE MATCH EXISTING GRADE OF THE LARGEST CONSTRUCTION VEHICLE TIRE WHICHEVER IS GREATER NOTES: 1. SEDIMENTS AND OTHER MATERIALS SHALL NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS SHALL BE STABILIZED SO AS TO PREVENT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC ROADS. DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS INTO THE STORM DRAIN SYSTEM. 2. STABILIZED CONSTRUCTION ENTRANCE SHALL BE: A. LOCATED AT ANY POINT WHERE TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM A PUBLIC RIGHT OF WAY, STREET, ALLEY, AND SIDEWALK OR PARKING AREA. B. A SERIES OF STEEL PLATES WITH "RUMBLE STRIPS", AND/OR MIN 3"-6" COARSE AGGREGATE WITH LENGTH, WIDTH & THICKNESS AS NEEDED TO ADEQUATLY PREVENT ANY TRACKING ONTO PAVED SURFACES. 3. ADDING A WASH RACK WITH A SEDIMENT TRAP LARGE ENOUGH TO COLLECT ALL WASH WATER CAN GREATLY IMPROVE EFFICIENCY. 4. ALL VEHICLES ACCESSING THE CONSTRUCTION SITE SHALL UTILIZE THE STABILIZED CONSTRUCTION ENTRANCE SITES. STREET MAINTENANCE (SE-7) NOTES: 1. REMOVE ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS IMMEDIATELY. 2. SWEEP PAVED AREAS THAT RECEIVE CONSTRUCTION TRAFFIC WHENEVER SEDIMENT BECOMES VISIBLE. 3. PAVEMENT WASHING WITH WATER IS PROHIBITED IF IT RESULTS IN A DISCHARGE TO THE STORM DRAIN SYSTEM. D EROSION CONTROL (EC-4) NOTES: 1. SOIL/SLOPE STABILIZATION PRACTICES SHALL BE DESIGNED TO PRESERVE EXISTING VEGETATION WHERE FEASIBLE AND TO REVEGETATE OPEN AREAS AS SOON AS FEASIBLE AFTER GRADING. THESE CONTROL PRACTICES SHALL INCLUDE TEMPORARY SEEDING, PERMANENT SEEDING, MULCHING, SOD STABILIZATION, VEGETATIVE BUFFER STRIPS, PROTECTION OF TREES, OR OTHER SOIL STABILIZATION PRACTICES. 2. SOIL STABILIZATION SHALL BE IMPLEMENTED ON ALL INACTIVE (14 DAYS OR MORE) DISTURBED AREAS YEAR ROUND AND ON ALL DISTURBED AREAS DURING A RAIN EVENT OR POTENTIAL RAIN. 3. STABILIZATION PRACTICES SHALL CONTROL/PREVENT EROSION FROM THE FORCES OF WIND AND WATER. 4. STABILIZATION PRACTICES SHALL BE IMPLEMENTED IN CONJUNCTION WITH SEDIMENT TRAPPING/ FILTERING PRACTICES AND PRACTICES TO REDUCE THE TRACKING OF SEDIMENT ONTO PAVED ROADS. 5. WHEN USING STRAW MULCHING, THE MINIMUM APPLICATION SHALL BE 2 TONS/ACRE. MULCH MUST BE ANCHORED IMMEDIATELY TO MINIMIZE LOSS BY WIND OR WATER. 6. WHEN USING HYDROSEEDING/MULCHING, THE MINIMUM APPLICATION OF WOOD FIBER SHALL BE 1,500 LBS/ACRE, THAT DOES NOT CONTAIN MORE THAN 50 PERCENT NEWSPRINT. 7. FOR SEEDING RECOMMENDATIONS, CONTACT: USDA, NATURAL RESOURCES CONSERVATION SERVICE OR VENTURA COUNTY RCD. 8. FOR DETAILED BMPs, SEE BMP EC-1 THROUGH EC-13 FROM 2023 CALIFORNIA STORMWATER BMP HANDBOOK FOR CONSTRUCTION.. E CONCRETE WASTE MANAGEMENT (WM-8) )IED CONTAINMENT NOTES: 1. EXCESS AND WASTE CONCRETE SHALL NOT BE WASHED INTO THE STREET OR INTO A DRAINAGE SYSTEM. 2. FOR WASHOUT OF CONCRETE AND MORTAR PRODUCTS, A DESIGNATED CONTAINMENT FACILITY OF SUFFICIENT CAPACITY TO RETAIN LIQUID AND SOLID WASTE SHALL BE PROVIDED ON SITE. 3. SLURRY FROM CONCRETE AND ASPHALT SAW CUTTING SHALL BE VACUUMED OR CONTAINED, DRIED, PICKED UP AND DISPOSED OF PROPERLY. 4. CONCRETE WASHOUT AREA SHALL BE LINED WITH A MINIMUM 10 MIL. POLYETHYLENE SHEETING. REFER TO BMP #WM-8 FROM THE 2023 CALIFORNIA CONSTRUCTION BMP HANDBOOK ABSORE MATERI, F VEHICLE/EQUIPMENT FUELING (NS-9) CONTAINMENT NOTES: SURFACE/LINING 1. FUELING SHALL BE PERFORMED IN A DESIGNATED AREA, AWAY FROM DRAINAGE COURSES. 2. ABSORBENT CLEANUP MATERIAL SHALL BE ON SITE AND USED IMMEDIATELY IN THE EVENT OF A SPILL. 3. REFER ALSO TO BMP NS-9 FROM 2023 CALIFORNIA STORMWATER BMP HANDBOOK FOR CONSTRUCTION. G MATERIAL STORAGE AND DELIVERY (WM-1) APPLY BMP WM-1 FROM THE 2023 CALIFORNIA STORMWATER BMP HANDBOOK FOR CONSTRUCTION AVAILABLE AT www.cabmphandbooks.com. MINIMUM REQUIREMENTS FROM WM-1: 1. MATERIAL DELIVERY AND STORAGE AREAS SHOULD BE LOCATED NEAR THE CONSTRUCTION ENTRANCES, AWAY FROM WATERWAYS OR DRAINAGE PATHS. PREFERRED METHOD OF MATERIAL STORAGE IS INDOORS WITHIN EXISTING STRUCTURES OR SHEDS WHEN AVAILABLE. AT A MINIMUM, MATERIAL STORAGE AREA SHALL BE SURROUNDED WITH PROTECTIVE BERMS. 2. MATERIALS SHOULD BE STORED IN THEIR ORIGINAL CONTAINERS AND THE ORIGINAL PRODUCT LABELS SHOULD BE MAINTAINED IN PLACE IN A LEGIBLE CONDITION. 3. MATERIALS SHOULD BE STORED ON PALLETS AND SHOULD NOT BE ALLOWED TO ACCUMULATE ON THE GROUND. SECONDARY CONTAINMENT SHALL BE PROVIDED, WHEN POSSIBLE, TO PROVIDE PROTECTION FROM WIND AND RAIN, MATERIALS SHOULD BE COVERED DURING NON -WORKING DAYS AND PRIOR TO AND DURING RAIN OR WIND EVENTS. 4. EMPLOYEES AND SUBCONTRACTORS SHALL BE TRAINED ON PROPER MATERIAL DELIVERY AND STORAGE PRACTICES AND IN EMERGENCY SPILL CLEANUP PROCEDURES. H CHECK DAM (SE-4) 2' UPSLOPE STAKE 2' r FINISH GRADE 2' DOWNSLOPE STAKE NOTES: 1. USE MINIMUM 12 IN DIAMETER WATTLE 2. USED 2 FT WOODED STAKES WITH A 2-IN BY 2-IN NOMINAL CROSS-SECTION 3. INSTALL MINIMUM 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES 4. INSTALL AT 100 FT INTERVALS STARTING AT 10 FEET FROM OUTFALL SANDBAG DETAIL (SE-8) MAX REACH = 500' (SEE NOTE 1) y_1III]:II_TaU_1V31: TOE OF SLOPE VARIES (SEE NOTE 3) SLOPEI~ m f TOE OF SLOPE J SECTION A -A m- c'Anir-�nAnc' SECTION C-C PLAN VIEW -H NOTE 6 TOE 1, cl nor, SECTION B-B END DETAIL NOTES: 1. CONSTRUCT THE LENGTH OF EACH REACH SO THAT THE CHANGE IN BASE ELEVATION ALONG THE REACH DOES NOT EXCEED 1 /2 THE HEIGHT OF THE LINEAR BARRIER. IN NO CASE SHALL THE REACH LENGTH EXCEED 500'. 2. PLACE SANDBAGS TIGHTLY. 3. DIMENSION MAY VARY TO FIT FIELD CONDITION. 4. SANDBAG BARRIER SHALL BE A MINIMUM OF 3 BAGS HIGH. 5. THE END OF THE BARRIER SHALL BE TURNED UP SLOPE. 6. CROSS BARRIERS SHALL BE A MIN OF 1/2 AND A MAX OF 2/3 THE HEIGHT OF THE LINEAR BARRIER. 7. SANDBAG ROWS AND LAYERS SHALL BE STAGGERED TO ELIMINATE GAPS. MAXIMUM SLOPE LENGTH SILT FENCE J SILT FENCE (SE-1) MAXIMUM TRIBUTARY AREA .25 ACRE/100 OF FENCE. 26 24 22 TURN LAST 6' OF FENCE UP -SLOPE SILT FENCE CONSTRUCTED ALONG LEVEL CONTOUR MAXIMUM WIDTH=500' FILTER FABRIC � FLOW b. POST - 10, O. C. (MAX) COMPACTED BACKFILL FILTER FABRIC NOTES: MIN. 1. CONSTRUCT THE SILT FENCE ALONG A LEVEL CONTOUR. 2. SILT FENCES SHALL REMAIN IN PLACE UNTIL THE DISTURBED AREA IS PERMANENTLY STABILIZED. 3. PROVIDE SUFFICIENT ROOM FOR RUNOFF TO POND BEHIND THE FENCE AND ALLOW SEDIMENT REMOVAL EQUIPMENT TO PASS BETWEEN THE SILT FENCE AND TOE OF SLOPE OR OTHER OBSTRUCTIONS. ABOUT 1200 SQ. FT. OF PONDING AREA SHALL BE PROVIDED FOR EVERY ACRE DRAINING TO THE FENCE. 4. TURN THE ENDS OF THE FILTER FENCE UPHILL TO PREVENT STORMWATER FROM FLOWING AROUND THE FENCE. 5. LEAVE AN UNDISTURBED OR STABILIZED AREA IMMEDIATELY DOWNSLOPE FROM THE FENCE. 6. DO NOT PLACE IN LIVE STREAM OR INTERMITTENTLY FLOWING CHANNELS. 7. WHEN STANDARD FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. 8. REFER ALSO TO BMP SE-1 FROM 2023 CALIFORNIA STORMWATER B.M.P. HANDBOOK FOR CONSTRUCTION. cDar tiIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com Q�OFESSIp�'! y�Q��o��QAUI pp�y� Esc No . C72279 ^+ Exp. 6/30/26 tip", CIVIV 'lF OF C Nv1�� DELANE 4909 MURPHY CANYON ROAD, SUITE 330 SAN DIEGO, CA 92123 PHONE: 619.787.5566 WWW.DELANEENGINEERING.COM PREPARED BY: DARREN POON PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD, NEWPORT BEACH CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 02-10129 SHEET TITLE: EROSION CONTROL DETAILS SHEET NUMBER: C602 ENLARGED SUMP PUMP TO CURB DETAIL NTS P/L 36"X36" CONRETE SUMP PIT W/GRATED BOLT ON TOP 8.5 RIM FOR( FINISH SURFACE GRA\ 7.54 INV 2" SCH 80 TRAI` OUT PVC LINE STRI a L1 FLOAT (OFF) = 1.5 ELEV d L2 FLOAT (PUMP ON) =2.5 ELEV d GATE VALVE PER PUMP SPEC (2" MINIMUM DISTANCE BELOW INLET) CHECK VALVE PER PUMP SPEC 6" IN a 3' e d 2.79 INV L=2' c° d d F) SUMP PUMP W/2" ° 0 DISCHARGE BOTTOM ELEV=1.12 ° ° d Zoeller Company sales System Head Curve and Pump Selection Tool Static Head Information Static Head - elevation difference 10.0 feet from low water to outfalI System high point above ouffall? No Friction Head Information Pipe How many different pipes in the 1 system (not counting laterals)? Pipe 1 Length 15 feet Pipe 1 Size 2 inches Pi 1 Class SCH 40 Pressurized Laterals? No Fittings & Discharge Assemblies Type Size Quantity Flow 90 Elbow 2 inches 6 100% 45 Elbow 2 inches 0 100 % Tee branch flow) 2 inches 1 100 Gate Valve full open) 2 inches 1 100 % Check Valve 2 inches 1 1DO Special Friction Considerations Weep Hole Yes 3/16" Add -In Friction Automatic Multizone Valve? No Pressure Filter? No Operating Head Information Specify Flow System Type Non-Prossurized Requirement? Yes Factors and Coefficients Hazen -Williams C Factor 150 Discharge Coefficient (Cd) 0.61 Lateral Design Mode Off f d O C") Iii CD U0 (U CD Cu 0 (U r-1 r-1 0ZOELLE/P`. COMPANYPUMP Flow Requirement 50. GPM NOTE: THE DISPLAYED PUMP CURVES HAVE BEEN ADJUSTED TO ACCOUNT FOR THE EFFECT OF THE WEEP HOLE Design Point Curve Zoom Range 120 GPM 50 0 GPN4 a 12 6' TDH Pro ect Data Notes: Project Name. SN-' & SP-' Project Address REV-1 (DF'73025A1d) Contact Info: Danen Peon - Delane Group 310-299-7857 DPoon@DelaneGroup.corn Note: Basin proposed is based upon a maximum 12" inlet depth below grade, any inlet depth greater than 12" and the corresponding basin would need to have added equal depth rounded up to the closest foot. Version. 4.50 Note: The installer will need to bush up from the proposed pumps 1.5" FNPT vertical discharge to the requested 2" at the pump. 60 Hz Frequency Operating Points Zoeller Pump Company Pumps Zoeller Pump 1 N152. 0.4h . 60Hz 54 6 GPM 13.0' �1 % 7.47 INV 7.43 FL Trusted. Tested. Tough TM OELLE/'P Prod uct information presented here reflects conditions attime of pu bl ication. Co nsu It factory regarding discrepancies or PUMP COMPANY inconsistencies. TECHNICAL DATA SHEET DDSE- MATE SERIES Models 494, 752,453 Effluent Pumps PRODUCT SPECIFICATIONS CC 0 00 C Horse Power ^ 8 4/10 (152), „' Voltage 115 or 2313 Phase 1 Ph Hertz 60 Hz RPM 3450 Type Permanent split capacitor Insulation Class B Amps 3.0 - 10.5 d a. Operation ^ 4eff+a•I*I- or nonautomatic Discharge Size 1-1/2" NPT Solids Handling 1/2" (12 mm), 3/4" (19 mm) spherical solids Cord Length 20' (6 m) Cord Type UL listed power cord Max. Head 44' (13.4 m) Max. Flow Rate 77 GPM (291 LPM) Max. Operating Temp. 130 of (54 oQ Cooling Oil filled Motor Protection Auto reset thermal overload J Q CC LLJ CQ C Cap Cast iron Motor Housing Cast iron Pump Housing Cast iron Base Plastic or cast iron Upper Bearing Sleeve bearing Lower Bearing Ball bearing Mechanical Seals Carbon and ceramic Impeller -Type Non -clogging vortex Impeller Engineered thermoplastic Hardware Stainless steel Motor Shaft AISI 1215 steel Gasket Neoprene NOTE: The sizing of effluent systems normally requires variable level float(s) controls and properly sized basins to achieve required pumping cycles or dosing timers with nonautomatic pumps. NOTE: See model comparison chart for specific details. 240-L's j to G"N Tested UL StandandaN and Certified to CSA „a es Cpp �• Standard CSA22.2 No. 108 MODELS 152 & 153 6-7/32" (158 mm) 3-7/8" (98 mm) 4-5/8" (117 mm) SECTION: 2.15.080 FM2784 1017 Supersedes 0315 1-1/2" NPT © Copyright 2017 Zoeller° Co. All rights reserved. 502-778-2731 1 800-928-7867 1 3649 Cane Run Road I Louisville, KY 40211-1961 1 zoellerpumps.com SK2064 aSIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroL)p.com Q�OFESSip�'! pp�y� Es>. y��oo��QAUL No. C72279 rn ^+ Exp. 6/30/26 yr 'fl 'lF 01 V 1 �- or C DELANE 4909 MURPHY CANYON ROAD, SUITE 330 SAN DIEGO, CA 92123 PHONE: 619.787.5566 WWW.DELANEENGINEERING.COM PREPARED BY: DARREN POON PROJECT: CITY OF NEWPORT BEACH I NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD, NEWPORT BEACH CA 92661 CITY CONTRACT NO. C-8865-1 AA V�A ��W DESCRIPTION: DATE: BID SET 12/15/251 PROJECT NUMBER: 02-10129 SHEET TITLE: SUMP PUMP DETAILS SHEET NUMBER: C701 Trusted. Tested. Tough.TM / SECTION: 2.60.010 f)T(��) FM0414Product information presented® 0414here reflects conditions at time Supersedes of publication. Consult factoryregarding discrepancies or PUMP C0M 0114 inconsistencies. MAIL TO: P.O. BOX 16347" Louisville, KY 40256-0347 Visit our web site: SHIP TO: 3649 Cane Run Road • Louisville, KY 40211-1961 zoellerpumps.com TEL: (502) 778-2731. 1(800) 928-PUMP • FAX. (502) 774-3624 THE "FULL -FLOW" UNICHECKS� 131E flap • Vertical or horizontal installation 3U-0152 2" CAST IRON NPT • Full -flow design, no restrictions ao 068 3" G ST sonar NPT • Stops backflow of water • Standard, 1'X", 1'/2', 2", 3" female NPT pipe • Neoprene polyester reinforced flapper, smooth edge design with cast iron and noncorrosive metal backing plates & stainless steel fastener • Corrosion -resistant powder coated epoxy finish • Rated at 50 PSI (115 feet of head) at 130°F • Stainless steel bolts • 1 per carton • Weight: 30-0163, 7.5 lbs.; 30-0164, 7.5 Ibs.; 30-0152,10 lbs.; 30-0160, 18 lbs. • Suitable for installation below basin cover © Copyright 2014 Zoeller Co. All rights reserved. CD to a M CD Ln (U CD (U 0 (LJ 30-0160 Outside dimensions Pictured 6 5/a" W x 6 Va" W x 8" H Trusted. Tested. Tough., Product information presented here reflects conditions at time of publication. Consult factory regarding discrepancies or inconsistencies. ZAELLE/'P(;-A PIIMP Ir'_(1MPANV SECTION: 2.50.100 FM0477 0714 Supersedes 0314 MAIL TO. P.O. BOX 16347 - Louisville, KY 40256-0347 Visit our web site: SHIP TO: 3649 Cane Run Road • Louisville, KY 40211-1961 zoetterpumps.com TEL: (502) 778-2731. 1 (800) 928-PUMP - FAX. (502) 774-3624 SWITCH -MATE PIGGYBACK VARIABLE LEVEL FLOAT SWITCH (VLFS) • Converts nonautomatic pump to automatic pump. • Simple installation. • AdjustableNariable level. • Standard 15' and 20' SJOW CPE cord with molded plug. 10-0055 and 10-0065 -10' cord standard. • Float is constructed of durable PVC/polypropylene encasing variable level switch. • Standard - normally open (NO) ("pumps down"). • Maximum operating temperature for 10-0748 -120'F (490C). All other switches -140OF (600C). • Float is omnidirectional (no "UP" side). • Includes mounting clamp. • Designed for EFFLUENT, SEWAGE and DEWATERING applications. • Variable level float switch, for use in 18" minimum diameter basins. • Vertical piggyback float switch. Ideal for narrow diameter basins. 6'/" maximum cycle range. • Use recommendation chart for switch selection. SINGLE PIGGYBACK VARIABLE LEVEL FLOAT SWITCH 13 Amp Maximum Normally Open (NO) 10-0055 -115V -10' 10-0034 -115V -15' 10-0035 - 230V -15' S a^aa„= apaproval i ar uani". i 10-0063 -115V - 20' 10-0706 - 230V - 20' Note: All variable level float switches in this section are mechanically activated and do not contain mercury. © Copyright 2014 Zoeller® Co. All rights reserved. TYPICAL INSTALLATIONS SINGLE PUMP PLUG PIGGYBACK AUTOMATIC CORDS SECURED TO OPERATION DISCHARGE PIPE 0 0 0°0 o,o f "ON" LEVEL e SWITCH PLUG MANUAL OPERATION OFF" M(n LEVEL SK305A SK308A PIGGYBACK VARIABLE LEVEL FLOAT SWITCH RECOMMENDATIONS FOR ZOELLER COMPANY PUMPS SWITCH MODEL I SWITCH SPECIFICATIONS I PUMPING RANGE I USE WITH ZOELLER PUMP MODEL NUMBERS 6" Min. 36" Max. "N" Models - 53, 55, 57, 59, 98, 137, 139, 140, 151,152, 153 264, 266, 267, 268 & 282 (See Note 2). 10 0063 20' Cord, Single Piggyback 115V, 1 PH, 13A 10-0032 15' Cord, Single Piggyback 6" Min. "N" Models -161, 163, 270 & 292 (See Note 2). 115V, 1 PH, 15A 36" Max. 10-0705 20' Cord, Single Piggyback 115V, 1 PH, 15A 10-1964 15' Cord, Double Piggyback 3" Min. "N" Models - 53, 55, 57, 59, 98, 137, 139, 140, 264, 266, 267, 268, & 282 (See Note 2). 115V, 1 PH, 13A 48" Max. 10-0035 15' Cord, Single Piggyback 6" Min. "E" Models - 53, 55, 57, 59, 98,137, 139, 140, 151, 152,153, 161, 163, 165,185, 264, 266, 267, 230V, 1 PH, 13A 36" Max. 268, 270, 282, 284 & 293 (See Note 2). "I" Models -137, 139, 161, 163, 165, 185, 266, 267, 268, 282, 284, 293 (See Note 2). 20' Cord, Single Piggyback 10 0706 230V, 1 PH, 13A 10-0033 15' Cord, Single Piggyback 6" Min. "E" Models -186, 188, 294, 404 & 820 (See Note 2). 230V, 1 PH,15A 36" Max. "I" Model 404. 20' Cord, Single Piggyback 10 0559 230V, 1 PH, 15A 15' Cord, Double Piggyback 3" Min. "E" Models - 53, 55, 57, 59, 98, 137, 139, 140, 161,163, 165, 185, 264, 266, 267, 268, 270, 282, 10-1965 230V, 1 PH,13A 48" Max. 284 & 293 (See Note 2). "I" Models -137, 139, 161, 163,165, 185, 266, 267, 268, 282, 284 & 293 (See Note 2). ri 25' Cord, Wired in Pump 9" Min. "E" Models -189, 295 & 405 (See Note 2). 0748 Switch 115V or 230V, 24" Max. "I" Models -188, 189, 294, 295, 405 & 820 (See Note 2). 1 PH, 20A (See Note 3). Notes: 1) "1" models -188, 189, 294, 295, 405 use the single piggyback type only with a 10-0125 Simplex Pump Control Box. 6cnurtoN 2) Remove plug if present and use with "Junction Box" 10-0002 when field wiring is required. All installation of controls, protection devices and wiring should be done by a qualified 3) Maximum operating temperature for 10-0748 -120°F (49°C); all other switches -140°F (60°C). licensed electrician. All electrical and safety codes should be followed including the most recent National Electrical Code (NEC) and the Occupational Safety and Health Act (OSHA). 4) For Duplex Systems, use with appropriate panel (See FM0712). For Simplex Systems, use with appropriate panel (See FM1228). © Copyright 20140 Zoeller Co. All rights reserved. 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com Qj.pfESSjp�'! Q AUL ►: No.C72279 ^+ D Exp. 6/30/26 'lF 01 V IV OF C DELANE 4909 MURPHY CANYON ROAD, SUITE 330 SAN DIEGO, CA 92123 PHONE: 619.787.5566 WWW.DELANEENGINEERING.COM PREPARED BY: DARREN POON PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 1 10 E BALBOA BLVD, NEWPORT BEACH CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/251 PROJECT NUMBER: 02-10129 SHEET TITLE: SUMP PUMP DETAILS SHEET NUMBER: C7m2 FOUND WE MONUMENT MATCH EX PAVEMENT (P 7.5t) 7.73 TC CASE H 9 7 40 FL -T- 7.80 TC 7.47 FL 7.87 TC-I, 7.54 FL 12 W C4 0 q11 J 7.79 TC 7.46 FL 1 _ 74 1 - - 9.88 T ° - I Sy T T ° 1 SIGN 04 • 0.5% 8.00 FS 1 ° 6 8.0FFS 0' CF ;4'SIDEWALK DEMO 14" ACP 1.3% WATER 9.47 N 4 0- CIF (n 8.42 FS 8.47 TC 4 0" CF 1 0% 8. 14 FL ° 75 EX 16" DIP WATER PER 8 7 R W W-5205-S I. N °t 2 6 1.0% EX 6" S 14 GAS EX 8" VCP 14 SEWER TP�ER W-5205-S I it 12' 8' I 6 ° 8" MAIN EXTENSION BY l OTHERS PRIOR TO 1 251 �\ CONSTRUCTION PER W-5407-S I 60 9.39 FS p 0 1 ' a FS 9.44 TC 9.03 TC 9 11 FL 17' ! off° 8.99 FL 9.39 TC o 4 9.06 FL 8 7 e CASE H 9 o W=37 Itr 9.37 TC 2 6 u� EX 16" PVC 91.04 FL v WATER PER I 9• W-5407-S _ _ _ 9• FL _ -w 0 V 74 W > � 0 -s- -S- - 0 Z o 1:5 0 FOUND WELL 0 MONUMENT -i O rn 3 0 i m N_ UI J 0 A NOTE: CONTRACTOR SHALL EXCAVATE AND REMOVE EXISTING SOILS TO A DEPTH OF 2-FEET BELOW EXISTING GRADE DIRECTLY BENEATH PROPOSED PAVEMENTS AND LATERALLY A MINIMUM OF 2-FEET BEYOND THE LIMITS OF PROPOSED WALKS AND PAVEMENTS PER GEOTECHNICAL REPORT RECOMMENDATIONS. EX 8" PVC W WATER PER > PULLBOX RELOCATION• SEE W-5205-S Q E1.1 FOR ADDITIONAL MATCH EX PAVEMENT W INFORMATION (P 7.4t) 7.93 TC 1 SIGN Q 7.43 FS 7.92 TC Z 69 MATCH EX PAVEMENT 7.42 FS Q 7 1 (P 7.5t) SIGN EX 6 " GAS PER 7.76 TC 19 qT 7.781TC 7W-5205-S 7.43 FS 7.45IFS 1 BAY AVE 1 7 1 7 13 7 11 4 RR=6'NC. �, W=24' 11 I La ° 7 -T E T ° -E-I- 4° _ -�L ° N o ° �Tv/ -0_ ' D - MATCH EX PAVEMENT ( ) li7a / ° e4 e O Rwewav 0d (D CD m C7 e ° P 7.5t T� g e w 1 ALLEY APRON R W DEMO 14" ACP R W 6 WATER 6 7.75 FS IIe MATCH EX PAVEMENT end O4 0" CIF 1-(P 7.5t) EX SCE EASEMENT ONSITE IMPROVEMENTS PER SEPARATE PLAN -s- - 8.97 8.92 TC 8.88_FL LnI SIDEWALK 9 t (8.90) FL OIN EX. D 2 6 W Y N a 74 - - � T - -s� 1 1 J I CURB AND GUTTER 1 FOUND GEAR SPIKE 7.80 FS I J 0" OF I I N. 1 14 I ° 4 e e 1 4 I° / 4 IS ATV 9 y EX 14" AC WATER PER W-5205-S r �6� s- - ABANDONED 12" PVC WATER PER W-5407-S 2' EX 8" VCP SEWER PER B-4994-S 1 S I DEWAL� - e (9.25) TC (9.23) TC (8.75) FIL 73 7 8 73) FL JOIN EX� 10I N EX. 73 w (9 rz7)-TC 76 2 8 76 17 76 (9.27) FLN 7 ° P JOTN - s 77 L N N CURB AND GUTTER 76 (9.84) TC (9.34) FL JOIN EX. �D 2 8 76 76 NEW MEDIAN 57' MATCH EX PAVEMENT (P 7.6t) EX 14" WATER EX 8" VCP SEWER PER S-5124-S 0L _ s - �- r- - - - N EX 6" GAS PER S-5124-S MATCH EX PAVEMENT (P 8.2t) (9.72) TC (9.22) FL JOB EX . UREB AND GUTTER 090-1111a - - ' - of W ro MAINTAIN EX ISLAND FL 1 CURB AND GUTTER (9.62) TC 76 (9.12) FL JOIN EX. BALBOA BLVD EX 16" PVC WATER PER W-5407-S EX CONCRETE NEW AC PAVEMENT NEW CONCRETE NEW LANDSCAPE MEDIAN PAVERS PER LANDSCAPE PLANS GENERAL NOTES: 1. PLANTING AND IRRIGATION PLANS PER LANDSCAPE PLANS. 2. ALL DRY UTILITY WORK BY OTHERS. CONSTRUCTION NOTES (D PROTECT IN PLACE O2 CONSTRUCT TYPE A PCC CURB AND GUTTER PER CITY OF NEWPORT BEACH STD PLAN 182, DETAIL 17 ON C1.5 © CONSTRUCT 4" CONCRETE SIDEWALK PER CITY OF NEWPORT BEACH STD PLAN 180, DETAIL 5 ON C8.2 O7 SAWCUT AND JOIN ® FULL DEPTH AC REPLACEMENT O9 CONSTRUCT CURB ACCESS RAMP PER CITY OF NEWPORT BEACH STD PLAN 181, CASE PER PLAN, DETAIL 16 ON C1.5 10 CONSTRUCT (2) 3" CAST IRON CURB DRAINS PER CITY OF NEWPORT BEACH STD PLAN 184, PER DETAIL 12 ON C8.3 11 CONSTRUCT DRIVEWAY PER CITY OF NEWPORT BEACH STD PLAN 160, PER DETAIL 3 ON C8.2 12 CONSTRUCT DRIVEWAY PER CITY OF NEWPORT BEACH STD PLAN 161, PER DETAIL 4 ON C8.2 13 CONSTRUCT PLUG FOR ABANDONDED DRIVEWAY PER CITY OF NEWPORT BEACH STD PLAN 165, PER DETAIL 5 ON C8.2 14 INSTALL DECORATIVE PAVERS TO MATCH EXISTING PER LANDSCAPE PLANS 17 RAISE MANHOLE TO GRADE PER CITY OF NEWPORT BEACH STD PLAN 321, PER DETAIL 8 ON C8.3 18 CONSTRUCT 8' CROSS GUTTER PER CITY OF NEWPORT BEACH STD PLAN 185, PER DETAIL 7 ON C8.3 19 CONSTRUCT DEPRESSED DRIVEWAY PER MODIFIED CITY OF NEWPORT BEACH STD PLAN 160, PER DETAIL 3 ON C8.2 60 EX. FIRE HYDRANT TO BE CONSTRUCTED BY CITY OF NEWPORT BEACH PRIOR TO START OF ONSITE CONSTRUCTION 73 REMOVE EX. STOP BAR AND LETTERING 74 NEW STOP BAR/LETTERING PER SPPWC 171-0 AND 172-0, PER DETAIL 10 AND 11 ON C8.3 75 RELOCATE POST/SIGN PER CITY OF NEWPORT BEACH STD PLAN 924, PER DETAIL 9 ON C8.3 76 NEW PARKING STRIPING 77 PROTECT POST; REMOVE R3-4 SIGN 104 GRADE ONLY 105 TRENCH RESURFACING PER CITY OF NEWPORT BEACH STD PLAN 106-A AND 106-C, PER DETAIL 1 AND 2 ON C8.2 110 JOINT TO JOINT TRENCH RESURFACING PER CITY OF NEWPORT BEACH STD PLAN 106-A, DETAIL 1 ON C8.2. SEE SCE ELECTRICAL PLANS 111 CONSTRUCT ALLEY APPROACH TYPE A PER CITY OF NEWPORT BEACH STD PLAN 142, DETAIL 13 ON C8.4 118 DEMO AND REPLACE PCC STREET FOR SCE WORK TO NEAREST JOINT PER CITY OF NEWPORT BEACH STD PLAN 106A (DETAIL 1, SHEET 18), 108 (DETAIL 16, SHEET 20) AND 109 (DETAIL 17, SHEET 20). 119 CONSTRUCT TYPE C PCC CURB PER CITY OF NEWPORT BEACH STD PLAN 182, DETAIL 17 ON C1.5 20 10 0 20 40 60 SCALE: 1"=20' DIAL TOLL FREE e4Q� 811 Know what's below. AT LEAST TWO DAYS Call before you dig. BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CAUTION: THE CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES WITHIN LIMITS OF WORK PRIOR TO STARTING ANY CONSTRUCTION ACTIVITIES. PRIOR TO POTHOLING, THE CONTRACTOR SHALL PROVIDE THE ENGINEER TWO WORKING DAYS NOTICE TO SURVEY AND VERIFY THE HORIZONTAL/VERTICAL LOCATION OF ALL EXISTING UTILITY CROSSINGS. CHANGES TO THE PROPOSED WET UTILITY ALIGNMENT COULD BE REQUIRED BASED ON THE ACTUAL UTILITY LOCATIONS. 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com QvvpFESSIOp'! AUL Pell Esc rm No . C72279 ^+ Exp. 6/30/26 'lF or c k,nELANE 4909 MURPHY CANYON ROAD, SUITE 330 SAN DIEGO, CA 92123 PHONE: 619.787.5566 WWW.DELANEENGINEERING.COM PREPARED BY: DARREN POON PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD, NEWPORT BEACH CA 92661 CITY CONTRACT NO. C-8865-1 i�0IFIL DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 02-10129 SHEET TITLE: RIGHT OF WAY IMPROVEMENT PLAN SHEET NUMBER: C8ml R FULL DEPTH SAWCUT TO A VERTICAL PLANE ALL AROUND A d d d EXISTING 44 SIDEWALK a da 44 ° d V .. A el d d ad d' a I BACK OF CURB EXISTING JOINT 4 A 4" FLOWLINE MIN DRIVEWAY WIDTH MIN TOP OF CURB EDGE OF GUTTER REMOVE AND REMOVE EX. DRIVEWAY AND DEPRESSED CURB. REPLACE IF 5' REPLACE WITH STANDARD CONCRETE CURB, OR LESS (TYP) GUTTER & SIDEWALK OR MATCH EXISTING. PLAN R CONSTRUCT 1' MIN STD CURB & GUTTER CONSTRUCT STD CONCRETE SIDEWALK TO MATCH EXISTING TO MATCH EXISTING I I COLD JOINT OR WEAKENED PLANE JOINT _2% MAX "LIP - ----_ -- d d d ° 4" P.C.C. FILL OLD DRIVEWAY AREA WITH COMPACTED CMB REMOVE EXISTING DRIVEWAY APPROACH 1' WIDE BY 1' DEEP AC PATCH BACK SECTION A -A EXISTING AC E NOTE: 1. CONCRETE SHALL BE 560-C-3250. FORMER CITY STANDARD PLAN NUMBER (2004 EDITION): STD 165-L APP. . 51568 11/24/2020 CITY ENGINEER RCE DATE I NO. DATE DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: P. KHARAZMI PLUG FOR ABANDONED DRIVEWAY 165 DATE: 11/3/2020 SHEET 1 OF 1 5 1 PLUG FOR ABANDONED DRIVEWAY 10' OR VARIES NOTES: 1. R=25' FOR COMMUTER STREETS AND 35' FOR ARTERIAL STREETS UNLESS OTHERWISE SPECIFIED. 2. CONCRETE SHALL BE 560-C-3250. a3 .° 3. LANDSCAPE PARKWAY WITH STREET A/3 • • TREES REQUIRED WHEN DISTANCE A/3 R % ^ ° < 'a °o . e FROM CURB FACE TO PROPERTY LINE , EXCEEDS 6' IN RESIDENTIAL AREAS. ° CONCRETE SIDEWALK IN COMMERCIAL AREAS WITH STREET TREES. j a •a R-- W�AI�ENED -� 'PLAN@° d ° sJOINTS ° 10' OR VARIES d a X' EXPANSION - JOINT MATERIAL (TYP) %" EXPANSION JOINT MATERIAL (TYP) EDGE OF GUTTER TOP OF CURB BACK OF CURB CURB ACCESS RAMP PER STD 181 a CURB RETURN AREA R 10' TYPICAL PARKWAY 4' MIN SIDEWALK SEE NOTE 3 % MAX 4" MIN 2 PCC \\\i\\COMPA �/ NATIVECTED SOIIL TYPICAL SECTION WEAKENED PLANE JOINTS 1" SAWED, QUICK -JOINT OR EQUAL r-LMI IIIVb VR CONCRETE WALK WEAKENED PLANE JOINTS & EXPANSION JOINTS FORMER CITY STANDARD PLAN NUMBER (2004 EDITION): STD 180-L APP. , 51568 11/24/2020 CITY ENGINEER RCE DATE NO. I DATE I DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: P. KHARAZMI DATE: 11/3/2020 SIDEWALK DETAIL 180 SHEET 1 OF 1 " EXPANSION JOINT MATERIAL (TYP) ------------ ---- -- ------------------- o SIDEWALK N u)d d d ° d ° d d ° BACK OF CURB VARIES d X ° d ° ° a - d ° X d - - - I p 1 FLOWLINE TOP OF CURB EXISTING JOINT PLAN EDGE OF GUTTER REMOVE AND REPLACE IF 5' OR LESS (TYP) CURB OPENING SIDEWALK APPROACH BOTTOM (W) R 3' SEE NOTE 4 3 ---------- - X - X - TOP OF CURB I I I I TOP OF CURB Nz" FLOWLINE FULL HEIGHT CF 7 ELEVATION R 1' MIN VARIES VARIES SIDEWALK 4' MIN )¢" LIP 10% MAX �MAX SLOPE SLOPE SLOPE yZ"� r- T---------------------------- ---- -- d d L 6" PCC 1' WIDE BY 1' DEEP 4" CMB AC PATCH BACK EXISTING AC SECTION A -A NOTES: 1. WHEN REMOVING EXISTING SIDEWALK AND CURB AND GUTTER, SAWCUT AND REMOVE TO NEAREST EXISTING JOINT WITHIN 5 FEET BEYOND CURB OPENING. 2. SLOPED "X" AREAS AND SLOPE DRIVEWAYS SHALL HAVE A COARSE BROOM FINISH. 3. CONCRETE SHALL BE 560-C-3250. 4. "W" SHALL BE MINIMUM OF 24 FEET AND A MAXIMUM OF 35 FEET. FORMER CITY STANDARD PLAN NUMBER (2004 EDITION): STD 160-L-A CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: P. KHARAZMI DATE: 11/3/2020 COMMERCIAL DRIVEWAY APPROACH TYPE I 160 SHEET 1 OF 1 3 I COMMERCIAL DRIVEWAY APPROACH W=24' MIN AND 35' MAX BACK OF WALK R rkSLOPE ------------------2% MA4' MIN 0" CFSIDEWALK SIDEWALK (TYP)4'MIN 10% MABACK OF CURB VARIES 0" CF VARIES EXISTING I JOINT FULL CF A FLOWLINE FULL CF " EXPANSION EDGE OF GUTTER JOINT MATERIAL (TYP) REMOVE AND CURB OPENING REPLACE IF 5' OR LESS (TYP) PLAN R 11' MIN VARIES VARIES SIDEWALK 4' MIN 2% MAX " LIP 10% MAX SLOPE _ _SLOPE -----4----a----- — ------------------ b d c d d ` S 6" PCC 1' WIDE BY 1' DEEP 4" CMB AC PATCH BACK EXISTING AC SECTION A -A NOTES: 1. WHEN REMOVING EXISTING SIDEWALK AND CURB AND GUTTER, SAWCUT AND REMOVE TO NEAREST EXISTING JOINT WITHIN 5 FEET BEYOND CURB OPENING. 2. SLOPED "X" AREAS AND SLOPE DRIVEWAYS SHALL HAVE A COARSE BROOM FINISH. 3. CONCRETE SHALL BE 560-C-3250. FORMER CITY STANDARD PLAN NUMBER (2004 EDITION): STD 161-L APP. , 51568 11/24/2020 I NO. I DATE I DESCRIPTION OF REVISIONS CITY ENGINEER RCE DATE CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: P. KHARAZMI COMMERCIAL DRIVEWAY APPROACH TYPE II 161 DATE: 11/3/2020 SHEET 1 OF 1 TYPES OF PAVEMENT REPLACEMENT 1. TRENCH RESURFACING IN PORTLAND CEMENT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-13, EXCEPT THAT CONCRETE SHALL BE 8" THICK MINIMUM CLASS 560-C-3250 AND #4 DOWEL, 18" O.C. WITH EPDXY COATING. 2. TRENCH RESURFACING IN ASPHALT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-13, EXCEPT THAT: A. ASPHALT CONCRETE SHALL BE PLACED IN LIFTS NOT TO EXCEED 4" THICK. B. APPLY TACK COAT AND FEATHER NEW PAVEMENT AS NECESSARY TO SEAL THE CONTACT JOINT AND ELIMINATE PAVEMENT DEPRESSIONS WITHIN 1' OF THE CONTACT JOINT. *C. COLD PLANE EXISTING PAVEMENT (1" BELOW EXISTING A.C. SECTION). EXACT WIDTH TO BE DETERMINED BY THE FIELD ENGINEER. ** NO PIECES LESS THAN 5' WIDE BETWEEN PATCH AND NEAREST JOINT OR CURB AND GUTTER, REFER TO STD 106-B. EXISTING A.C. PAVEMENT** 18" MIN 18" MIN VARIES* TRENCH WIDTH I VARIES* VARIES 12" \� PIPE O.D. ASPHALT TRENCH RESTORATION NOTE: EXISTING P.C.C. PAVEMENT** CONTACT TRENCH WIDTH JOINT VARIES 6" 6" EXISTING A.C. PAVEMENT** EPDXY COATED #4 DOWEL 4. \/ i•.&.,.MIN 1" J EXISTING P.C.C. 1„ PAVEMENT** A.C. BASE COURSE SHALL BE 1" THICKER �\ THAN EXISTING A.C. SECTION WITHIN \�� • . , TRENCH (95% MIN COMPACTION) PIPE BEDDING AND BACKFILL PER -Z STD 323 OR AS DETERMINED nODE BY THE ENGINEER / 12 " /VA// CONCRETE TRENCH RESTORATION STREETS/ALLEYS RECENTLY SLURRY SEALED, OVERLAID, OR RECONSTRUCTED SHALL REQUIRE EXTENSIVE PAVEMENT RESTORATION PER STD 106-D. FORMER CITY STANDARD PLAN NUMBER (2004 EDITION): STD 105-L-B APP. 51568 11/24/2020 CITY ENGINEER RCE DATE N0. DATE DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: P. KHARAZMI DATE: 11/5/2020 TRENCH RESURFACING 106-A SHEET 1 OF 1 1 1 TRENCH RESURFACING NOTES: 1. ANY SIDEWALK REMOVALS SHALL BE REPLACED IN FULL PANELS. IN ADDITION, ANY EXISTING CITY/PRIVATE IMPROVEMENTS/FACILITIES DAMAGED DURING THE CONSTRUCTION SHALL BE REPLACED/REPAIRED AT THE CONTRACTOR'S EXPENSE. 2. SIDEWALK SHALL BE RESTORED WITHIN ONE WEEK OF UTILITY INSTALLATION. R �M FORMER CITY STANDARD PLAN NUMBER (2004 EDITION): STD 105-L-D APP. „ --__51568 11/24/2020 CITY ENGINEER RCE DATE I NO. I DATE I DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: P. KHARAZMI DATE: 11/3/2020 PARKWAY UTILITY TRENCH DETAIL 106-C SHEET 1 OF 1 cDar 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com QipfESS1p�'! ►: NO.C72279 ^+ Exp. 6/30/26 'lF QVIV OF C DELANE 4909 MURPHY CANYON ROAD, SUITE 330 SAN DIEGO, CA 92123 PHONE: 619.787.5566 WWW.DELANEENGINEERING.COM PREPARED BY: DARREN POON PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 1 10 E BALBOA BLVD, NEWPORT BEACH CA 92661 CITY CONTRACT NO. C-8865-1 fc 4�W PART Ox� U ) - Z �1 C,4�I�ORN�P DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 02-10129 SHEET TITLE: RIGHT OF WAY DETAILS SHEET NUMBER: C8m2 6 1 SIDEWALK DETAIL 4 1 COMMERCIAL DRIVEWAY APPROACH 2 1 PARKWAY UTILITY TRENCH DETAIL z �.< ECL O Ld O O E 12" WHITE a (300 mm) 04 v R1 _20' (7 m) RED CURB R SEE PLANS LEGEND SHALL BE CENTERED E ON THE TRAFFIC LANE KING AND/ORNBIKEALANE DETAIL 22 OR SEE PLANS STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMUIZAIM BY ,HE STANDARD PLAN UC WDS OO exIMMI Ilm INC; COMMITIkE STOP AND STOP BAR 172- 0 zo„ SHEET 1 OF 1 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 11 I STOP AND STOP BAR R 6" VARIABLE 4' MIN PARKWAY SIDEWALK FLOW LINE OF PIPE p J¢" ABOVE GUTTER 2� % MAX SEE DETAIL A FLOW LINE - FOR TYPE OF .................... DRAIN PIPE A �o ELEVATION NOTES: 1. DRAINS WITH SLOPE GREATER THAN 10% MAY REQUIRE AN ENERGY REDUCER. 2. ALL DRAINS MUST BE INSTALLED 90' TO THE CURB FACE UNLESS APPROVED BY THE CONSTRUCTION ENGINEER. 3. IF CURB AND GUTTER OR SIDEWALK IS REMOVED, JOIN TO THE NEAREST JOINT. INSTALL POLYETHYLENE PLASTIC 1 J�" MIN COVER JOINT MATERIAL "QUICK -JOINT" OR EQUAL 4 9" 6" 2" MIN SECTION A -A RESIDENTIAL INSTALL POLYETHYLENE PLASTIC i 7¢" MIN COVER JOINT MATERIAL "QUICK -JOINT" OR EQUAL. 4 � � a 2: •M 2" MIN SECTION A -A COMMERCIAL 6" TOPSOIL OR 4" CONCRETE 4" MAX OUTER DIAMETER 3" PERFORATED DRAIN PIPE 18^ CLASS SDR 35 SCH 40 PVC PIPE CRUSHED ROCK 3" PVC (SCH 40) PIPE OR EQUAL FILTER CLOTH LAP 6" 12" DETAIL A APP. SECTION B-B 4A .10 RECTANGULAR CAST IRON PIPE, ALHAMB'A FOUNDRY A-470 OR EQUAL *OUTSIDE HUB DIMENSIONS ALTERNATE TO DETAIL A FORMER CITY STANDARD PLAN NUMBER (2004 EDITION): STD 184-L CITY ENGINEER RCE DATE I NO. I DATE I DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: P. KHARAZMI DATE: 11/3/2020 PRIVATE DRAINS THROUGH CURB 184 SHEET 1 OF 1 TRAFFIC SIGN 2' MIN VARIES I I � J 7' MIN 2" X 2" O.D. 14 GA. UNISTRUT POST 4"-6" ABOVE FINISH SURFACE 8" MIN 18" IN CONCRETE 30" IN DIRT 2-1/4" X 2-1/4" O.D. 12 GA. UNISTRUT BASE TYPICAL SIGN INSTALLATION NOTES: 1. SIGN SHALL BE STANDARD SIZE PER THE CALIFORNIA MUTCD UNLESS OTHERWISE SHOWN. SIGN SHALL BE MADE OF ALUMINUM (0.08 INCH THICKNESS). 2. REFLECTIVE SHEETING SHALL BE 3M HIGH INTENSITY PRISMATIC (TYPE 4) OR GREATER, OR APPROVED EQUAL. 3. NEW SIGN POSTS SHALL BE 14 GAUGE, 2 INCH SQUARE (O.D.) UNISTRUT INSTALLED INTO A 12 GAUGE 2-1/4 INCH UNISTRUT (O.D.) BASE. UNISTRUT BASE SHALL BE INSTALLED AT A DEPTH OF 18 INCHES IN CONCRETE AND 30 INCHES IN DIRT. CONTRACTOR SHALL USA LOCATION PRIOR TO INSTALLING SIGN. 4. SIGN MOUNTING HARDWARE AND BRACKETS SHALL BE 916 INCH STAINLESS STEEL. ANTI -SEIZE LUBRICANT SHALL BE APPLIED TO MOUNTING HARDWARE PRIOR TO INSTALLATION. 5. SIGNS SHALL BE INSTALLED AT A CLEAR HEIGHT OF 7 FEET UNLESS OTHERWISE SHOWN ON PLANS. LOCATION OF SIGNS SHOWN ON PLANS IS APPROXIMATE AND SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION. FINISH SURFACE CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: P. KHARAZMI TYPICAL TRAFFIC SIGN INSTALLATION 924 DATE: 11/3/2020 SHEET 1 OF 1 9 1 TRAFFIC SIGN INSTALLATION 4" x 8" GRID (100 x 200 mm) A=27 F72 (2,51 mz) A=24 FT2 (2.23 mz) A=31 FTt (2:88 m2) A=35 FTZ (3.25 m2) A=42 FT2 (190 ms) A=43 FT2 (4.00 m4) A=6 FT' (0.56 mz) 2" x 4" GRID IIIIIIIIIIIIHINUill (50 x 100 mm) A=5 FT2 (0.47 m') STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 171-0 PAVEMENT MARKINGS ARROWS AND SYMBOLS SHEET 4 OF WIE VAF 10, II I II I III 8' " LIP AC PAVEMENT a 10' a f`+ \ 4/3 6" CMB \ %/3 SECTION A -A EXPANSION JOINT o/3 \ MATERIAL. EXTEND \ a THRU CURB (TYP) I \ � \ B AC PAVEMENT VARIES 'W LIP (TYP Ia. e " EXPANSION JOINT 6" CMB MATERIAL (TYP) eI BEGIN GUTTER M SECTION B-B TRANSITION AS REQUIRED (TYP) n L E 4'n lr TES —1 4, 10' 8" PCC OVER AC PAVEMENT VARIES 6" CMB LIP I ° REFER TO " NOTE N0. 3 I. 4' Q. 7L,� 6" CMB a.. n and '.. / SECTION C-C / / 4I 3 / � /A3 / / / EXPANSION JOINT MATERIAL. EXTEND / �3 THRU CURB (TYP). — — — — — — — — d. NOTES: 10' 1. SMOOTH TROWEL 8" WIDE ALONG FLOWLINE IN CROSS GUTTERS AND APRONS. PLAN VIEW 2 CONCRETE SHALL BE 560-C-3250 3. 4-#4 SMOOTH GALVANIZED BARS (4' LONG) ® 18" O.C., BEGIN GUTTER I I 3" FROM BOTTOM (TYP). ALL LOCATIONS SHOWN. TRANSITION II FORMER CITY STANDARD PLAN NUMBER (2004 EDITION): STD 185-L APP. CITY ENGINEER RCE DATE I NO. I DATE I DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: P. KHARAZMI DATE: 11/3/2020 STANDARD CROSS GUTTER 8 FEET WIDE 185 SHEET 1 OF 1 7 I CROSS GUTTER a a \ MANHOLE FRAME AND COVER a 2" AC WEARING SURFACE TO MATCH 1 EXISTING ASPHALT a12" �c a a / TACK COAT ON CONCRETE PER STANDARD SPECIFICATIONS SECTION 302-5.4 PLAN VIEW CONCRETE SHALL BE POURED WITH A MINIMUM DISTANCE OF 12" AROUND THE LIP OF THE M.H. RING. 4' _ ADJUSTMENT NOTES: 1. LOWER MANHOLE TO 6" BELOW SUBGRAI WITH 4'X4'02" STEEL PLATE PRIOR TO '. CONSTRUCTION. INTERIOR OF MANHOLE MORTAR REPLACED AND POINTED IN ALL AREAS. CONSTRUCTION NOTES: (j) INSTALL MANHOLE FRAME AND COVER P STD 318. 2O CONSTRUCT CONCRETE COLLAR 12"X6". 3O INSTALL 3" GRADE RING WHERE REQUIRE ® INSTALL 6" GRADE RING. TYPICAL SECTION 2" AC 560-C-3250 12" 6" GRAVEL SUB -BASE APP. // `n- %`-- a-----51568 11/24/2020 CITY ENGINEER RCE DATE N0. DATE DESCRIPTION OF RE% CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS DRAWN: P. KHARAZMI DATE: 11/3/2020 MANHOLE ADJUSTMENT DETAIL J 0 N z 0 F 0 w 0 st m z z z J a 0 0 z U) N U w W 0 STANDARD DRAWING NO. 321 SHEET 1 OF 1 coar 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com Q�pFESSjjq* ►: No* C72279 ^+ oExp. 6/30/26 CI V IV 'lF OF C DELANE 4909 MURPHY CANYON ROAD, SUITE 330 SAN DIEGO, CA 92123 PHONE: 619.787.5566 WWW.DELMMNGINMRING.COM PREPARED BY: DARREN POON PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 1 10 E BALBOA BLVD, NEWPORT BEACH CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 02-10129 SHEET TITLE: RIGHT OF WAY DETAILS SHEET NUMBER: C803 12 1 CURB DRAIN 10 I PAVEMENT MARKINGS 8 I MANHOLE ADJUSTMENT DETAIL DIAMOND TREAD ON COVER ,AND FRAME. SEE NOTE 2. 15 f■ �1 "�� IN � E I :;: 1-5/8" E (41 mm E E N L " i° 15 8M (16 mm) ELO 7I / 3/8" (10 mm) / p 2" / E - LE E Do E 5o E RIB IN EACH (51 mm )� E N - E E , � E CORNER M DO � r ! d PLAN Lv 1/8" x 1/4" x 1" (3x6x25mm) PAD IN EACH CORNER 1-5/8" 41 mm E NE (10 16-3/8" (416 mm 12-7/8" (327 mr T N a0 E E 1 8" 11-1 ro E (3 mm) N 2" 2-3/8" cq v (13 mm) (60 mm) (305 x 305 mm) (10 mm) SECTION A —A (51 mm) �IIrm LJI;Ord .- " 3 mm 1-7/8" (47 mm ;25 mm) 7 8" (22 r E 0 E E SECTION 13-13Lo Co M O 1/4" (6 mm) E E �5/8" (16 mm) CORE, 4 HOLES SECTION D—D SECTION F—F DO M v STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMULGATED BY THE STANDARD PLAN INC. PUBLIC WORKSENBOO COMMITTEE GREEtBGGx COIWRTEE %93 RECTANGULAR FRAME AND COVER 152-3 REV. 1966, 2009, 2021 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 15 I RECTANGULAR FRAME AND COVER JAW - Y2W 12' OPTIONAL JOINT SEE BELOW ° WHEN Xz W EXCEEDS 12', PORTLAND CEMENT ADDITIONAL LONGITUDINAL CONCRETE PAVEMENT TYPICAL PAVEMENT SECTION W.P.J. IS REQUIRED N.T.S. LONGITUDINAL WEAKENED PLANE JOINTS (TYP) " EXPANSION EXPANSION DINT MATERIAL JOINT MATERIAL TRANSVERSE W.P.J. (TYP) Lu Li ��- En x a CL 3 a ... 12' MAX (TYP) OPTIONAL LONGITUDINAL JOINT STREET 3„ WOODEN FORM 1" WOODEN INSERT TO BE A D WEAKENED PLACED ON SIDE FORMS D PLANE JOINT a ° a LONG. CONTACT JOINT WITH KEYWAY LONG. WEAKENED PLANE JOINTS OPTIONAL LONGITUDINAL JOINTS N.T.S. NOTES: 1. WEAKENED PLANE JOINTS SHALL BE POLYETHYLENE PLASTIC JOINT MATERIAL (QUICK -JOINT), SAWCUT OR EQUAL. 2. TRANSVERSE WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED AT INTERVALS OF 12 FEET MAX AND SHALL BE AT LEAST 5 FEET FROM ANY TRANSVERSE CONTACT JOINT. 2. TRANSVERSE W.P.J. SHALL BE SAWCUT. TOOLED JOINTS ARE NOT PERMITTED. FORMER CITY STANDARD PLAN NUMBER (2004 EDITION): STD 109-L APP. , --_--51568 11/24/2020 I NO. I DATE I DESCRIPTION OF REVISIONS CITY ENGINEER RCE DATE CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: P. KHARAZMI PLACEMENT OF JOINTS IN P.C.C. STREET PAVEMENT 109 DATE: 11/3/2020 SHEET 1 OF 1 NOTES 1. FRAME AND COVER SHALL BE CAST IRON. 2. A PLAIN 1/4" (6 mm) BORDER SHALL BE TYPICAL FOR ALL BORDERS ON FRAME AND COVER. 3. ALL CASTING RADII SHALL BE 1/4" (6 mm) UNLESS OTHERWISE SHOWN. 4. WEIGHT OF FRAME AND COVER SHALL BE 43 LEIS (19.5 kg). 5. USE ONE 3/8"-16x1" STAINLESS STEEL SOCKET CAP SCREW. APPLY HIGH ADHESIVE, OPEN GEAR GREASE TO THREADED PORTION PRIOR TO INSERTION. 6. USE 4 x 4 (102 mm x 102 mm) CAST ALUMINUM LINK HINGE WITH SST PIN FOR 1800 OPENING. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN RECTANGULAR FRAME AND COVER 152-3 SHEET 2 OF 2 NEW CONSTRUCTION " EXPANSION JOINT MATERIAL EXISTING CONSTRUCTION ALL BARS TO BE EXPDXIED INTO PLACE a D a 4 a � a 4 EPDXY COATED #4 REBAR J � 12 � 12 ® 18" O.C. NOTE: 1. "D" IS THE DESIGN THICKNESS OF P.C.C. PAVEMENT. FORMER CITY STANDARD PLAN NUMBER (2004 EDITION): STD 108-L. APP. 51568 11/24/2020 CITY ENGINEER RCE DATE I NO. I DATE I DESCRIPTION OF REVISIONS ' CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: P. KHARAZMI P.C.C. PAVEMENT CONTACT JOINTS 108 DATE: 11/3/2020 SHEET 1 OF 1 W I V W I I yy/2 yy/2 - - A ,.Y"°(TYP ) ° ° -- SIDEWAL°K 2 4 ° 6" MIN a Al W ° ° d a� W y a a FLOW LINE ° W y 4" CMB W W SECTION A -A -- -- - a — - - - - - - - - i---- -� --=-a.a--- ° T ° TYPES A & C " EXPANSION EC, FULL CF JOINT MATERIAL B- (TYP) PLAN TYPE A W 1 BC IIt W� I A M ° e FAQ I e "Y" (TYP&..SSIDEWAILI� do 6" MIN 4. R °I. eECCMBFLO# LINE--------------L-a---=--=---�=--==y SECTION A -A TYPE B " EXPANSION6B— EC, FULL CF JOINT MATERIAL (TYP) PLAN TYPE B W PARKWAY AND B SIDEWALK SLOPE R ALLEY VARIES R CROSS R BC R SLOPE Y 0" CF _ 2'-0" ° a ° °i. (TYP) ° d SIDEWALK. - - _ -----�I 4 e r ---- a . - --- R 3 6„ — ° Yo EC W'W'y W de.° °D_4 a s W W o_� PLOW LINE �_ ° „ CMB ° y SECTION B-B 4 ° 4 I_ ° TYPES A, B, & C BC EC, FULL CF PANSION JOINTMATERIALNOTES: (TYP) 1. THE RADIUS OF THE CURB RETURN SHALL NOT BE GREATER THAN 10 FEET. PLAN 2. CONCRETE SURFACE 6" ON EACH SIDE OF A FLOW LINE SHALL HAVE A STEEL TROWEL FINISH EXCEPT BETWEEN THE PROPERTY LINE AND TYPE C THE GUTTER. 3. "M" SHALL BE EQUAL TO W/5, BUT NOT LESS THAN 2 FEET. 4. "Y" SHALL BE A MINIMUM OF 4 FEET. 5. CONCRETE SHALL BE 560-C-3250 UNLESS OTHERWISE SPECIFIED. FORMER CITY STANDARD PLAN NUMBER (2004 EDITION): STD 142-L APP. CITY ENGINEER RCE DATE I NO. I DATE I DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: P. KHARAZMI DATE: 11/3/2020 ALLEY APPROACHES TYPES A, B, AND C 142 SHEET 1 OF 1 13 1 ALLEY INTERSECTION NOTES 1. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W, CASE I INLET BEGINS AT THE TOE RATHER THAN THE R/W LINE. 2. FOR OPEN DITCH (CASE III INLET), THE 24" (600 mm) EXTENSION BEYOND THE R/W LINE IS NOT REQUIRED WHEN BACK OF WALK IS 24" (600 mm) OR MORE FROM THE R/W LINE; HOWEVER, PIPE SHALL EXTEND TO R/W LINE. 3. TOP OF INLET STRUCTURE (CASE I AND II) SHALL BE FLUSH WITH ADJACENT SURFACE WHERE PRACTICAL. 4. CONSTRUCT PCC WALK WHEN SPECIFIED ON PLAN. 5. "N" EQUALS NUMBER OF PIPES (MAXIMUM OF THREE) AS SPECIFIED ON PLAN. 6. INLET CASE TO BE SPECIFIED ON PLAN. 7. ANGLE A EQUALS 0°, UNLESS OTHERWISE SPECIFIED. 8. TYPE, DIMENSIONS AND ELEVATIONS OF PCC. CURB AND GUTTER PER PLAN. 9. UNLESS OTHERWISE SPECIFIED, FRAME AND GRATE FOR CASE II INLET SHALL BE GALVANIZED CAST IRON. WEIGHT OF FRAME AND GRATE SHALL BE 80 LEIS (36 kg). 10. AT LOCATIONS WITH LESS THAN 8" (200 mm) CURB FACE, USE 6x6—W1.4xW1.4 (152x152—MW9.1xMW9.1) GALVANIZED WIRE FABRIC. WIRE FABRIC SHALL EXTEND 8" (200 mm) BEYOND THE EDGE OF CAST IRON PIPES. 24" (600 mm R/ 24" (600 mm R/W MIN HINGE FRAME & ATE —NOTE 9 RECT FRAME & COVER AT TO -MAX SLOPE 1:1 1" 5 mm) MIN PER SPPWC 152- 4E (100 mmr PIPE PER SEE NOTE 1 PLAN I_ (75 mm) I ml (150 mm), TYP ASE II INLE *6" (150 mm), TY DRO INLET CATCH BASIN S TIO CASE I INLET OPEN DITCH PER F TRANSITION STRUCTURE SECTION " 600 mm R/W S NOTE 2 8 SPACES 0 15/16" (24 mm) WALK (25 7 BARS 0 5/8" (16 mm) 2 OUTSIDE BARS 0 7/8" (22 mm) E OVERALL 14" (356 mm) E_ N CAS III INLET E E v GRAD D DITCH SECTION Ems._ - -q- E �E aD � r` E �00�0co I \ = In M d r 00 0G .� ®�Irlm� 1n @ Lu LLI in J U V N1nQ iU) m0LO N - N N O OPEN AREA 52% NE E \ 00 In I M _ N r v F �� 13" x (330 mm x 330 mm) 17" x 17" (432 mm x 432 mm) TOP OF GRATE SECTION THRU FRAME GRATE FOR CASE II INLET STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 150-4 CURB DRAIN SHEET 2 OF 2 coar GR01-1p 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com Q�OFESSip�'! pp�y� Esc No . C72279 r" rm Exp. 6/30/26 yr 'f A 'lF C I V 0- oF c knELANE 4909 MURPHY CANYON ROAD, SUITE 330 SAN DIEGO, CA 92123 PHONE: 619.787.5566 WWW.DELANEENGINEERING.COM PREPARED BY: DARREN POON PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD, NEWPORT BEACH CA 92661 CITY CONTRACT NO. C-8865-1 �'e'�NvPoRT O A.A Mtn t' �__£ - In U ).t -z C`,q I, F D RN�P DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 02-10129 SHEET TITLE: RIGHT OF WAY DETAILS SHEET NUMBER: C804 17 I PLACEMENT OF JOINTS IN PCC STREET 16 I PCC PAVEMENT CONTACT JOINTS 14 I CURB DRAIN GEOCON 100 & 110 East Balboa Boulevard //!! Geotechnical Investigation 7. CONCLUSIONS AND RECOMMENDATIONS 7.1 General 7.1.1 It is our opinion that neither soil nor geologic conditions were encountered during the investigation that would preclude the construction of the proposed project provided the recommendations presented herein are followed and implemented during design and construction. 7.1.2 Up to 3 feet of existing artificial fill was encountered during the site investigation. The existing fill encountered is believed to be the result of past grading and construction activities at the site. Deeper fill may exist in other areas of the site that were not directly explored. It is our opinion that the existing fill, in its present condition, is not suitable for direct support of proposed foundations or slabs. The existing fill and site soils are suitable for re -use as engineered fill provided the recommendations in the Grading section of this report are followed (see Section 7.5). 7.1.3 Groundwater was encountered at a depth of 6 feet below existing ground surface. Given the proximity of the site to the coastline, the depth to groundwater is likely also influenced by tidal fluctuations. Based on these considerations, groundwater should be anticipated during construction. If groundwater is encountered, temporary dewatering measures will be required to mitigate groundwater during excavation. Recommendations for temporary dewatering are discussed in Section 7.4 of this report. 7.1.4 The enclosed liquefaction settlement analysis indicates that the site soils could be susceptible to approximately 1.1 inches of total settlement as a result of the Maximum Considered Earthquake peak ground acceleration (3/313GAM). Differential settlement at the foundation level is anticipated to be less than % inch over a distance of 30 feet. The foundation design recommendations presented herein are intended to reduce the effects of settlement on proposed improvements. 7.1.5 The foundation system for the proposed structure must be able to provide sufficient support for the structure and reduce the effects of differential settlement resulting from a liquefaction event. Based on these considerations, it is recommended that the proposed structures be supported on a reinforced concrete mat foundation deriving support on a blanket of newly placed engineered fill. Recommendations for the design of a mat foundation system are provided in Section 7.7 of this report. Project No. W1729-88-01 -11- March 6, 2025, rev 1 GEOCON 100 & 110 East Balboa Boulevard Geotechnical Investigation 7.2.3 All onsite excavations must be conducted in such a manner that potential surcharges from existing structures, construction equipment, and vehicle loads are resisted. The surcharge area may be defined by a 1:1 projection down and away from the bottom of an existing foundation or vehicle load. Penetrations below this 1:1 projection will require special excavation measures such as sloping and shoring. Excavation recommendations are provided in the Temporary Excavations section of this report (see Section 7.15). 7.2.4 The upper 5 feet of existing site soils encountered during this investigation are considered to have a "very low" expansive potential (El = 0) and are classified as "non -expansive" in accordance with the 2022 California Building Code (CBC) Section 1803.5.3 (see Figure B12). The recommendations presented herein assume that proposed foundations and slabs will derive support in these materials. 7.3 Minimum Resistivity, pH, and Water -Soluble Sulfate 7.3.1 Potential of Hydrogen (pH) and resistivity testing as well as chloride content testing were performed on representative samples of soil to generally evaluate the corrosion potential to surface utilities. The tests were performed in accordance with California Test Method Nos. 643 and 422 and indicate that the soils are considered "corrosive" with respect to corrosion of buried ferrous metals on site. The results are presented in Appendix B (Figure B12) and should be considered for design of underground structures. Due to the corrosive potential of the soils, it is recommended that PVC, ABS or other approved plastic piping be utilized in lieu of cast-iron when in direct contact with the site soils. 7.3.2 Laboratory tests were performed on representative samples of the site materials to measure the percentage of water-soluble sulfate content. Results from the laboratory water-soluble sulfate tests are presented in Appendix B (Figure B12) and indicate that the on -site materials possess a sulfate exposure class of "SO" to concrete structures as defined by 2022 CBC Section 1904 and ACI 318 Chapter 19. Additionally, concrete structures extending into groundwater could be subject to seawater exposure and aggressive sulfate attack. ACI 318 requires a minimum of Type II cement or Type I plus a pozzolan to resist the moderate sulfate attack from seawater (ACI 318 Chapter 19). 7.3.3 Geocon West, Inc. does not practice in the field of corrosion engineering and mitigation. If corrosion sensitive improvements are planned, it is recommended that a corrosion engineer be retained to evaluate corrosion test results and incorporate the necessary precautions to avoid premature corrosion of buried metal pipes and concrete structures in direct contact with the soils. Project No. W1729-88-01 -Is- March 6, 2025, rev 1 0 GEOCON 100 & 110 East Balboa Boulevard Geotechnical Investigation 7.1.6 It is recommended that the upper 4 feet of existing earth materials within the building footprint areas be excavated and properly compacted for foundation and slab support. Deeper excavations should be conducted as needed to remove any encountered fill or soft soils as necessary at the direction of the Geotechnical Engineer (a representative of Geocon). The excavation should extend laterally a minimum distance of 3 feet beyond the building footprint areas, including building appurtenances, or a distance equal to the depth of fill below the foundation, whichever is greater. The limits of existing fill and/or soft soil removal will be verified by the Geocon representative during site grading activities. Recommendations for earthwork are provided in the Grading section of this report (see Section 7.5). 7.1.7 Where the recommended lateral over -excavation cannot be performed, such as adjacent to property lines, the lateral component of the mat foundation design can rely solely on friction between the bottom of the mat and the underlying subgrade soils. The mat should not utilize passive pressure along the perimeter unless foundations are bounded by and in direct contact with newly placed engineered fill. 7.1.8 It should be noted that implementation of the recommendations presented herein is not intended to completely prevent damage to the structure during the occurrence of strong ground shaking as a result of nearby earthquakes. It is intended that the structure be designed in such a way that the amount of damage incurred as a result of strong ground shaking be minimized. 7.1.9 It is recommended that flexible utility connections be utilized for all rigid utilities to minimize or prevent damage to utilities from minor differential movements. 7.1.10 All excavations must be observed and approved in writing by the Geotechnical Engineer (a representative of Geocon). Prior to placing any fill, the excavation bottom must be proof -rolled in the presence of the Geotechnical Engineer (a representative of Geocon West, Inc.). 7.1.11 The eolian and dune deposits exposed at the excavation bottom will likely be very moist and could be subject to excessive pumping. Operation of rubber tire equipment on the subgrade soils may cause excessive disturbance of the soils. Excavation activities to establish the finished subgrade elevation must be conducted carefully and methodically to avoid excessive disturbance to the subgrade. Stabilization of the bottom of the excavation may be required in order to provide a firm working surface upon which heavy equipment can operate. Recommendations for bottom stabilization and earthwork are provided in the Grading section of this report (see Section 7.5). Project No. W1729-88-01 _12- March 6, 2025, rev 1 GEOCON 100 & 110 East Balboa Boulevard Geotechnical Investigation 7.4 Temporary Dewatering 7.4.1 Based on groundwater depths encountered during site exploration, groundwater may be encountered during installation of subsurface utilities at the site. The depth to groundwater can be further verified at the time of construction. If groundwater is present above the excavation bottom, temporary dewatering will be necessary to maintain a safe working environment during excavation and construction activities. Dewatering system design, operation, and proper discharge is the responsibility of the contractor. 7.4.2 Temporary dewatering may be accomplished by placing a minimum one -foot thick layer of angular gravel along the trench bottom. The gravel layer will function as both a permeable material for dewatering procedures as well as a stable working surface. A dewatering pump can be placed within the gravel layer to remove water from the excavation. Alternative methods of temporary dewatering may be feasible, and it is recommended that the contractor meet with the Geotechnical Engineer to discuss dewatering procedures in more detail. 7.5 Grading 7.5.1 A preconstruction conference should be held at the site prior to the beginning of grading operations with the owner, contractor, civil engineer and soil engineer in attendance. Special soil handling requirements can be discussed at that time. 7.5.2 Earthwork should be observed, and compacted fill tested by representatives of Geocon West, Inc. The existing fill and eolian and dune deposits encountered during exploration are suitable for reuse as engineered fill, provided any encountered oversize material (greater than 6 inches) and any encountered deleterious debris is removed. 7.5.3 Grading should commence with the removal of all existing vegetation and existing improvements from the area to be graded. Deleterious debris such as wood and root structures should be exported from the site and should not be mixed with the fill soils. Asphalt and concrete should not be mixed with the fill soils unless approved by the Geotechnical Engineer. All existing underground improvements planned for removal should be completely excavated and the resulting depressions properly backfilled in accordance with the procedures described herein. Once a clean excavation bottom has been established it must be observed and approved in writing by the Geotechnical Engineer (a representative of Geocon West, Inc.). Project No. W1729-88-01 - 16 - March 6, 2025, rev 1 40 GEOCON 100 & 110 East Balboa Boulevard Geotechnical Investigation 7.1.12 Stable excavations for the recommended grading can be achieved with sloping measures where property line setbacks allow. However, if excavations in close proximity to an adjacent property line and/or structure are required, special excavation measures will be necessary in order to maintain lateral support of offsite improvements. Excavation recommendations are provided in the Temporary Excavations section of this report (Section 7.15). 7.1.13 Foundations for small outlying structures, such as block walls up to 6 feet high, planter walls or trash enclosures, which will not be tied to the proposed structure, may be supported on conventional foundations bearing on a minimum of 12 inches of newly placed engineered fill which extends laterally at least 12 inches beyond the foundation area. Where excavation and proper compaction cannot be performed, foundations may derive support in the undisturbed eolian and dune deposits, and should be deepened as necessary to maintain a minimum 12-inch embedment into the recommended bearing materials. If the soils exposed in the excavation bottom are soft or loose, compaction of the soils will be required prior to placing steel or concrete. Compaction of the foundation excavation bottom is typically accomplished with a compaction wheel or mechanical whacker and must be observed and approved in writing by a Geocon representative. 7.1.14 Where new paving is to be placed, it is recommended that all existing fill soils and soft soils be excavated and properly compacted for paving support. The client should be aware that excavation and compaction of all existing fill in the area of new paving is not required, however, paving constructed over existing uncertified fill or unsuitable soils may experience increased settlement and/or cracking and may therefore have a shorter design life and increased maintenance costs. As a minimum, the upper 12 inches of soil should be scarified and properly compacted. Paving recommendations are provided in the Preliminary Pavement Recommendations section of this report (see Section 7.12). 7.1.15 In order to provide increased protection of apparatus driveways and paving after strong ground shaking as a result of nearby earthquakes, it is recommended that the project structural engineer design a slab that is capable of tolerating a differential settlement of approximately % inch over a distance of 30 feet. Alternatively, consideration should be given to the use of a blanket of geogrid reinforced fill below proposed apparatus driveways and paving. The geogrid reinforced engineered fill blanket will provide a ductile sublayer that can accommodate earthquake -induced ground displacement and reduce the displacements transferred to the pavement. Recommendations for placement of geogrid reinforced engineered fill and for paving are provided in Sections 7.4 and 7.12, respectively. Project No. W1729-88-01 - 13 - March 6, 2025, rev 1 GEOCON 100 & 110 East Balboa Boulevard /! Geotechnical Investigation 7.5.4 As a minimum, it is recommended that the upper 4 feet of existing earth materials within the proposed building footprint areas be excavated and properly compacted for foundation and slab support. Deeper excavations should be conducted as needed to remove any encountered fill or soft soils as necessary at the direction of the Geotechnical Engineer (a representative of Geocon). The excavation should extend laterally a minimum distance of 3 feet beyond the building footprint areas, including building appurtenances, or a distance equal to the depth of fill below the foundation, whichever is greater. The limits of existing fill and/or soft soil removal will be verified by the Geocon representative during site grading activities. 7.5.5 Where the recommended lateral over -excavation cannot be performed, such as adjacent to property lines, the lateral component of the mat foundation design can rely solely on friction between the bottom of the mat and the underlying subgrade soils. The mat should not utilize passive pressure along the perimeter unless foundations are bounded by and in direct contact with newly placed engineered fill. 7.5.6 All excavations must be observed and approved in writing by the Geotechnical Engineer (a representative of Geocon). Prior to placing any fill, the excavation bottom must be proof -rolled in the presence of the Geotechnical Engineer (a representative of Geocon West, Inc.). 7.5.7 Due to the potential for high -moisture content soils at the excavation bottom, stabilization measures may have to be implemented to prevent excessive disturbance the excavation bottom. Should this condition exist, rubber tire equipment should not be allowed in the excavation bottom until it is stabilized or extensive soil disturbance could result. It is suggested that excavation and grading be performed during the summer season to promote moisture control of the soils. In addition, the use of track equipment should be considered to minimize disturbance to the soils if they become wet at the excavation bottom. Bottom stabilization, if necessary, may be achieved placing a minimum 12-inch thick layer of aggregate base over Tensar InterAx NX850 geogrid or equivalent extruded (nonwoven) geotextile. The Tensar geogrids should be installed taught and should overlap in accordance with the manufacturer's recommendations. Prior to placing the geogrid, excessively soft or wet materials should be removed and the resulting excavation bottom should be free of loose material. Non -vibratory compaction methods should be used for compaction of the base material. The aggregate base should be compacted to a dry density of at least 95 percent of the laboratory maximum density near the optimum moisture. If pumping of the subgrade continues, a thicker layer of aggregate base may be placed. It is very important that subgrade stabilization be performed uniformly across the entire excavation bottom. GEOCON 100 & 110 East Balboa Boulevard Geotechnical Investigation 7.1.16 If used, it is recommended that a minimum 2-foot-thick blanket of geogrid reinforced engineered fill be placed below the proposed apparatus driveways and paving. Geogrid can be spaced at 12-inch intervals vertically within the blanket reinforced engineered fill. The material used within the geogrid reinforced engineered fill zone should consist of select backfill material with a fines content of less than 15 percent. The existing onsite soil may be suitable for use with the geogrid reinforcement zone; however, additional testing should be performed prior to the start of construction to confirm this. Imported material consisting of soils with less than 15 percent fines content, crushed concrete (2-inches or less), and crushed miscellaneous base (CMB) are acceptable for use as engineered fill within the geogrid reinforced engineered fill. 7.1.17 Based on the relatively high nature of groundwater at the subject site, infiltration of stormwater into the ground is not feasible and is not recommended for this development. It is suggested that stormwater be retained, filtered and discharged in accordance with the requirements of the local governing agency. 7.1.18 Once the design and foundation loading configuration for the proposed structure proceeds to a more finalized plan, the recommendations within this report should be reviewed and revised, if necessary. Based on the final foundation loading configurations, the potential for settlement should be reevaluated by this office. 7.1.19 Any changes in the design, location or elevation of improvements, as outlined in this report, should be reviewed by this office. Geocon should be contacted to determine the necessity for review and possible revision of this report. 7.2 Soil and Excavation Characteristics 7.2.1 The in -situ soils can be excavated with moderate effort using conventional excavation equipment. Caving should be anticipated in unshored excavations, especially where saturated and granular soils are encountered. The contractor should be aware that formwork may be required to prevent caving of shallow foundation excavations. 7.2.2 It is the responsibility of the contractor to ensure that all excavations and trenches are properly shored and maintained in accordance with applicable OSHA rules and regulations to maintain safety and maintain the stability of adjacent existing improvements. Project No. W1729-88-01 - 14 - March 6, 2025, rev 1 GEOCON 100 & 110 East Balboa Boulevard //!! Geotechnical Investigation 7.5.8 All fill and backfill soils should be placed in horizontal loose layers approximately 6 to 8 inches thick, moisture conditioned to near optimum moisture content, and properly compacted to a minimum of 90 percent of the maximum dry density per ASTM D 1557 (latest edition). 7.5.9. Where new paving is to be placed, it is recommended that all existing fill and soft soils be excavated and properly compacted for paving support. As a minimum, the upper 12 inches of soil should be scarified, moisture conditioned to near optimum moisture content, and compacted to at least 95 percent relative compaction, as determined by ASTM Test Method D 1557 (latest edition). Paving recommendations are provided in the Preliminary Pavement Recommendations section of this report (see Section 7.12). 7.5.10 In order to provide increased protection of apparatus driveways and paving after strong ground shaking as a result of nearby earthquakes, it is recommended that a blanket of geogrid reinforced fill below the proposed apparatus driveways and paving. The geogrid reinforced engineered fill blanket will provide a ductile sublayer that can accommodate earthquake -induced ground displacement and reduce the displacements transferred to the pavement. 7.5.11 A minimum 2-foot-thick blanket of geogrid reinforced engineered fill should be placed below the proposed apparatus driveways and paving. Geosynthetic materials consisting of Tensar InterAx NX850 Geogrid or equivalent can be spaced at 12-inch vertical intervals within the blanket reinforced engineered fill. The geogrid should extend laterally 5 feet beyond the edge of paving, where feasible. The backfill material used within the geogrid reinforcement zone should consist of granular material with a fines content of less than 15 percent. The existing onsite soil may be suitable for use with the geogrid reinforcement zone; however, additional testing should be performed prior to construction to confirm this. Imported material consisting of soils with less than 15 percent fines content, crushed concrete (2-inches or less), and crushed miscellaneous base (CMB) are acceptable for use as engineered fill within the geogrid reinforced engineered fill. 7.5.12 The initial layer of geogrid reinforcement should be placed at the excavation bottom. A 12-inch layer of select backfill fill should be placed and compacted, and an additional layer of geogrid reinforcement placed. This initial layer of geogrid reinforcement and 12-inches of select material can also provide subgrade stabilization should soft or saturated soils be encountered at the excavation bottom. If subgrade stabilization is required, the initial layer of backfill should consist of crushed concrete or crushed miscellaneous base. Project No. W1729-88-01 - 17 - March 6, 2025, rev 1 Project No. W1729-88-01 - 18 - March 6, 2025, rev 1 cow 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com Q�OFESSip,�'! y�@moo ►ID i No.C72279 ^+ DO Exp. 6/30/26 'lF 01 V IV OF C DELANE 4909 MURPHY CANYON ROAD, SUITE 330 SAN DIEGO, CA 92123 PHONE: 619.787.5566 WWW.DELANEENGINEERING.COM PREPARED BY: DARREN POON PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 1 10 E BALBOA BLVD, NEWPORT BEACH CA 92661 CITY CONTRACT NO. C-8865-1 `c _XtlyV PART U C9L 1 r� O RN�� DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 02-10129 SHEET TITLE: GEOTECHNICAL RECOMMENDATIONS SHEET NUMBER: RECOMMENDATIONS AS PRESENTED IN "GEOTECHNICAL INVESTIGATION FOR PROPOSED BALBOA LIBRARY AND FIRE STATION NO. 1" PREPARED BY GEOCON DATED MARCH 6, 2025, REV1 C900 GEOCON 14041119 ESS1 mlboa Boulevard GewechnIeDl In,restlRatlon 7.5.13 The geogrid should he installed in accordance with the manufacture's recommendations, including a minimum 12-inch thick layer of engineered fill placed over the uppermost geogrid layer. ,adjacent strips of geogrid reinforcement should overlap in accordance with the manufactures'requirements,Whereverpessible, uti1itiesshouId be placed belc1w t he geog ri d reinforcement zone t0avoid having to cut or penetrate the geogrid reinforcement, A typical iiiustration of the recommended geogrid reinforced engineered fill is provided belDw- 12" SELECT ENGINEERED FILL BETWEEN BOTTOM OF PAVING SECTION AND GEOG (CR AS RECOMENOED BY GEGGRID MANUFACTURER) PAVING SECTION CEOGRID PLACED AT 12-IN INTERVALS 6' LATERA.L LGVVEST GEOGRID AND 12-INCHES SELECT FILL CAN PROVIDE BOT70M STABILIZATION (IF NEEDEI 2' SELECT ENGINEERED FILL 7.5.14 Foundations far small outlying structures, such as block walls up to 6 feet high, planter walls or trash enclosures, which will not be tied to the proposed structure, may be supported on conventional foundations bearing on a minimum of 12 inches of newly placed engineered fill which extendslateraIlyatlea st 12 inches beyond the foun dation area, Where excavation and pro per compaction cannot beperformed,foundativnsmay derive support inthe undisturbed eolian and dune deposits and should be deepened as necessary to maintain a minimum 12-inch embedment into the recommended bearirng materials. If the sails exposed in the excavation bottom are soft or Ioaser Compaction of the soils will be required prior to placing steel orccncrete, Compaction ofthefaurrdatIon ex-cavatlon b-ottorn istyplcallg a0comp11shed with a compaction wheel or mechanical whacker and must be observed and approved in writing by a Geocan representative. 7.5.15 All imported fill shall be abserved, tested, and approved by Geocan West, Inc, prior to bringing sail to this site. Flocks larger than 6 inches in diameter shall not be used in the fill, Import soils used as structural fill should have an expansion index less than 20 and carrosivityr properties that ere equally or less detrlmental to that of the existing onsike sails (see Figure 012). Impart soils placed in the building area should be placed uniformtV across the building pad or in a manner that is approved by the GeatechnicaI Engineer(a representative of Geocan), Project ND. W1729-BE-01 13 March 6, 2025, rev 1 GEOCON 100 i 210 East Balboa Boulevard GewechnIeDl linoestlRatlon 7.9.2 The m axi mu n7 expected static settlement for a stru ctu re su p ported on a mat foundation system deriving support in the recommended bearing materials and designed with a maximum bearing pressure 0f 2,250 psf is estimated to be lass than Y3 inch and Qocclr below the heaviest loaded structural element- Settlement of the foundation system is expected to occur on initial application of loading. Differential settlement is expected to be less than 'A inch betwee n t he ce nter a nd corner of the mat foundation. 7.8.3 Based on seismic considerations, the proposed structures should be designed for a Combined static and seismically-induved differential settlement of % inch over a distance of 30 feet. 7.8.4 The anticipated settlements indicated above are preliminary and 5hauld be verified ance the project structural engineer can provide a final diagram of the anticipated foundation bearing pressures. 7.8.5 Oncethe design and foundation loading configurations for the proposed structures proceed to a more finalized plan, the estimated settlements presented in this report should be reviewed and revised, if necessary. If the final foundation loading cnnfiguration5 are greater than the assumed 100ding conditions, the potential for settlement should be reevaluated by this office. 7.9 Miscellaneous Foundations 7.9.1 Foundations for small outlying structures, such as block walls up to 6 feet in height, planter walls or Crash enclosures, which will not be structurally supported by the proposed building, may be Supported on conventional foundations deriving support an a minimum of 12 inche5 of newly placed engineered fill which extends laterally at least 12 inches beyond the foundation area. Where excavation and Compaction cannot be performed, such as adjacent t0 property lutes, foundations may derive support in the undisturbed eolian and dune deposits, and should be deepened as necessary to maintain a minimum 12-inch embedment Into the recommended bearing rnaterlals. 7.9.2 If the soils exposed in the excavation bottom are loose, compaction of the soils will be required prior to placing steel or concrete. Cornpaotian of the foundation excavation bottom is typically accomplished with a Compaction wheel or mechanical whacker and musk be observed and approved by a Geocan representative. Miscellaneous foundations may be designed for a bearing value of 1,500 psf, and should be a minimum of 12 inches in width, 181nches In depth below the lowest adjacent grade and 12 Inches into the recommended bearing material. The allowable bearing pressure may be increased by up to one-third for transient load5due towind or Seismic forces, ProjectNa. W1729-BMI 23 Marsh 6, 2025. rev 1 11101GEC}COI T 100 & 110 East Baboa BouItw.ird 1 Ceotechnlcal In estlgari, ii 7.5.16 It is recommended that flexible utility Connections be utilized for all rigid utilities to minimize or prevent damage to utilities from miner differential movements, Utility trenches should be properly backfilled in accordance with the following requirements_ The pipe should be bedded with clean Sands (Sand Equivalent greater than 30) to a depth of at least 1 foot over the pipe, and the bedding material must be inspected and approved in writing I ly the Geaterhniral Engineer (a representative of Geocon)- The use of gavel is not acceptable unless used In conjunction with filter fabric to prevent the gravel from having direct contact with sail- The remainder of the trench backfill may be derived from onsite soil ar approved import soil, compacted as necessary, until the required -compaction is obtained. The use of minimum 2-sack slurry as backfill is also acceptable- Prior to placing any bedding materialsor pipes, the trench excavation bottom must be observed and approved in writing by the GeotechnlcaI Engineer (a representative of Geocan). 7.5.17 All trench and foundation excavation bottoms must be -cbserved and approved in writing bV the Geotechnical Engineer (a representative of Georon), prior to placing bedding sands, fill, steel, gravel, or concrete. 7.6 Shrinkage 7.6.1 Shrinkage resultswho n a volume of material rernuved at one density is compacted to.0 highor density, A shrinkage factor of up to 10 percent should be anticipated when exca'rratirig and compacting the upper 5 feet of existing earth materials on the site to an average relative Compaction of 92 percent- 7.6.2 If import sails will be utilized in the building pad, the sails must be placed uniformly and at equal thickness at the direction of the GeotechnicaI Engineer {a representative of Deacon West, Inc.). Soils can be borrowed from nan-building pad areas and later replaced with imported soils. 7.7 ,Malt Foundation Design 7.7.,1 Subsequent to the recommended grading, a reinforced concrete rnat foundation deriving support in newly placed engineered fill be utilized for support of the proposed structure. Project NQ� W1729-BE-01 - 20 • March G, 2025, rev 1 40GEOCON 10081 210 East Balb-oa Boulevard CeotechnIcal in estlgatlon 7.9.3 Foundation excavations should be observed and approved in writing by the G12oter-hnical Engineer (a representative of Geocan West, Inc,), prior to the placement of reinforcing steel and concrete to verify that the excavations and exposed soil conditions are consistent with those anticipated, 7.10 Lateral design 7,10.1 Resistance to lateral loading may be provided by frlctlan acting at the base of foundations, slabs and by passive earth pressure. An allowable Coefficient of friction of 0.4 may be used with the dead load forces in the newly placed engineered fill or undisturbed eoIlan and dune deposits. 7.10.2 Passive earth pressure for the sides of foundations and slabs poured against newly placed engineered fill a undisturbed eolian and dune deposits above the groundwater table may be computed as an equivalent fluid having a density of 260 pcf with a maximum earth pressure of 2,600 psf. Passive earth pressure for the sides of foundations poured against undisturbed eolian and dune deposits below the groundwater table may be computed a an equivalent fluid having a density of 130 pcf with a --Maximum earth pressure 0f 1,300 psi (values have been reduced for buoyancy-). When combining passive and friction far lateral resistance, the passive component should be redo ed by one-thlyd. A one-thlyd increase In the passive value may be used for wind or seismic loads. 7.10-3 Where the recommended lateral over -excavation for on -grade structures cannot be performed, 5urh as adjacent to property lines, the lateral component of the mat foundation design can rely so lely on f riction between the bottorn ofthe mat arid the underlyingsubgrade soils. The mat 5hauld not utilize passive pressure aIongthe perimeter unless fou n dation 5 a re bounded by and in direct contact with newly placed engineered fill. 7,11 Ext-ariorConcreteSlabs-an-Grade 7.11.1 Exterior slabs, not subject to traffic loads, should be at least 4 inches thick and reinforced with No. 4 steel reinforcing bars placed 18 inches an tenter in both horizontal directions, positioned near the slab midpoint. Prior to oanstruction of slabs, the upper 12 inches of subgrade 5hauld be moistened to near optimum moisture Content and properly compacted to at least 95 percent relative cornpactionr as determined by ASTM Test Method D 1557 (latest edition), Crack control joints should he spaced at intervals not greater than 10 feet and should be oonstructed using save -cuts cr other methods as soon as practical f011owing concrete placement. Crack control joints should extend a minimum depth of one-fourth the slab thlckness.Thin p roj ect structu ra I engineer sho uld design con structlonJolnts as necessary, GEOCON 100 & 210 East Balboa Boulevard Geotechnical In estlRatlon 7.7.2 As discussed in Suction 6-4, Liquefaction Potential, a reduced bearing pressure is recommended for design due to the potential for loss of bearing capatlty or punch -through failure following a liquefaction ewnt- The recommended maximurn allowable bearing value for the design of a reinforced Concrete mat foundation is 2,250 pounds per square foot (psf). The allowable bearing pressure may be increased by up t0 one-third for transient loads due to wind or seismic farces. 7.7.3 It is recommended that a modulus of subgrade reaction of 100 pounds per cubic inch be utilized for the design of the mat foundation bearing in the newly placed engineered fill, This +slue is a unit value for use with a 1-foot square fatting. The modulus should be reduced in accordance with the following equation when used with larger foundations: z = K a= [11 I{ H 2G J where: KR reduced subgrade modulus K = unit subgrade modulus B = foundation width (in feet) 7.7.4 Thethickness-of and reinfarcementfor the mat foundatian should be designed bythe projert structural engineer. 7,7,5 For seismic design purposes, a coefficient of friction of 0-4 may be utilized between concrete slab and subgrade soils without a moisture barrier, and-0.15 for slabs underlain by a moisture barrier. Project Na. W1729-05-01 21 March G, 2025, rev 1 104$I 219 East Mlboa Boulevard 40 GECKONGeMechnlcal IrwesdRakioi 7.11.2 The moisture Content of the slab subgrade should be maintained and sprinkled as necessary to maintain a maist-con diticon a5wouId be expected in any concrete placement, 7.11.3 The recommendatiansofthis report are intendedtoreduce the pctentialfor crackirig ofslabs due to settlement. However, even with th0 incorporation of the recommendations presented herein, foundations, stucco walls, and slabs -an -grade may exhibit same Crarking due to minor soil movement anal/or concrete shrinkage. The occurrence of concrete shrinkage cracks is independent of the supporting soil characteristics. Their occurrence may he reduced and{or controlled by limiting the slump of the concrete, proper concrete placement and curing, and bythe placement of crack control joints at periodic intervals, in particular, where re-entrant 51ab corners occur, 7,12 Preliminary- Pavement Retommen-lations i1,12.1 Where new paving is to be placed, it is recommended that all existing fill and soft materials be excavated and properly compacted for paving support. The client should be aware that excavation and cornpaction-of all existing artlflclall fIII and soft soils In the area of new paving is not required, however, paving constructed over existing uncertified fill or unsuitable materiel may experience increased settlement end/or cracking, and may therefore have a shorterdesign life and increased maintenance costs. As a minimum, the upper twelve inches of paving subgrade Should be scarified, moisture conditioned to near optimum moisture content, and properly compacted t0 at least 95 percent relative compaction, as determined by A5TIVI Test Method D 1557 (latest edition). 7.12.2 In order to provide in Greased prvteckion of apparatus driveways and paving after strong ground shaking as a result of nearby earthquakes, it is recommended that the project structural engineer design a slab that is capable of tolerating a differential settlement of approximately Y! inch over a distance of 30 feet, Alternatively, consideration should be given to the use of a blanket of geogrid reinforced fill below these areas of paving. Recommendations for placement of geogrid reinforced engineered fill are provided in Section 7,4- Paving recommendations subsequent t0 the placement of geogrid reinforced engineered fill are provided below. 7.12-3 The following pavement sections arc} based on an assumed R-Value of 35- Once site grading activities are complete an R-Value 5hauld be obtained by laboratory testing to confirm the properties of the soils serving as paving subgrade, prior to placing pavement, 40 GEOCON 100 & 219 East mlboa Boulevard Geotechnical In estlRatlon 7.7.6 Slabs -on -grade that may r2Ceive moisture -sensitive floor coverings or may be used to store moisture-5en5itive materials Should be underlain by va por reta rde r placed directly beneath the Slab- The vapor retarder and acceptable permeance should be specified by the project architect based on the type of floor covering that will be installed. The vapor retarder selection and design should be consistent with the guidelines presented in Section 9.3 of the American Concrete Institute's (ACI) Guide for Concrete Slabs that Receive Moisture -Sensitive Flooring Materials (ACI 302.2R-06) as vwreII as ASTM E1745 and should be Installed In general conformance with ASTM E 1643 (latest edition) and the manufacturer's recommendations. A minimum thickness of 15 mils extruded polyalefin plastic is recommended- vapor retarders which contain reeVcled content ar woven materials are not recommended. The vapor retarder should have a permeance of less than 0.01 perms demonstrated by testing before and after mandatory conditioning, The vapor retarder should be installed in direct contact with the concrete slab with proper perimeter seal. If the California Green Suiting Code requirements apply to this project, the vapor retarder should be underlain by 4 inches of clean aggregate- It is important that the vapor retarder he puncture resistant since it will be In direct contact With angular gravel. As an alternative to the clean aggregate suggested In the Green Building Code, it is our opinion that the Concrete slab -on -grade may be underlain by a vapor retarder over 4-inches of clean sand (sand equivalent greater than 30), since the sand will serve a capillary break and will minimize the potential for punctures and damage to the vapor barrier. 7.7.7 Feundation excavations should be observed and approved in writing by the Geatechrrlcal Engineer (a representatiV2 of Geocan West, Inc.), prior to the placement of reinforcing steel and concrete to verify that the exposed soil conditions are consistent with those anticipated, If unanticipated soil conditions are encauntered,fourid atiun modifications m 2 V he required. 7.7.8 This office should be provided a copy of the final construction plans sa that the recommendations presented herein could be properly reviewed and revised if necessary. 73 Foundation Settlement 7.9.1 The enclosed liquefaction settlement analysis indicates th at th e site soils could be susceptible to- approximately 1.1 inches of total settlement a5 a result of the Maximum Cansidered Earthquake peak ground acceleration (%PG,Aru). The resulting differential settlement is anticipated to be IessthanX inch over a distance of 30feet. These 5ettlementsarle in addition to the static settlements indicated below and must be considered in the structural design, Project ND. W1729-E-01 - 22 - Marsh 6, 2025, rev 1 0GFOCON 100 i 210 East Balboa Boulevard Geotechnleal InoestlRatlon 7.12-4 The Traffic Indices listed below are estimates- Geocan does not practice in the field of traffic engineering. The actual Traffic Index for each area 5ha-rld be determined by the project civil engineer- If pavement sections forTraffic Ind icesotherthan these listed below are required, Cieocon should be contacted to provide additional recommendations. Pavement thicknesses were determined fallowing procedures outlined in the Ca;ifarrrtn Highway Design Manual (Ca ltrans). It is antiripated that the majority of traffic will Consist of automobile and large truck traffic. PRELIPAINARY PAVEMENT DESIGN SECTIONS 7.12.5 Asphalt concrete Should conform to Section 203-6 of the 'Standard ,Specificati-ens for Public Works Construction" (Green Book)- Class 2 aggregate base materials should conform to Section 26-1.02A of the "Standard Specifications of the State of California, Department of TransportaVon"' (Caltrans). The use of Crushed Miscellaneous Base (CMBI in lieu of Class 2 aggregate base is acreptable. Crushed Miscellaneous Ehase should conform to Section 200-2.4 of the "StandardSpedfkations for Public Works Construction -(Green Book), 7.12.6 We calculated the rigid pavement section in general conformance with the procedures recommended by the American Concrete Institute report ACI 330-21 Commercial Concrete Parking lots and Site Povin U -sign and Constlruction — Guide, The tables below provide the traffic categories and design parefneters used in the calculations for a 20-year design life pavementstnucture. Geocan should be rontacted to provide additional recommendations, if necessary, TRAFFIC CATEGORIES - _ - !, Car Parking areas and ![ass lfi[] 15 Entranceand Truck Service Lal)eS ss 15 School or City- Buses I;Exfiluding Large ]5 Artitulati�d Elu3�!s) ' Heavy- Duty Trucks (Grass Weight of 80 U r Kips) 15 E Garbage or Fire Truck Lane 75 15 Project ND. W1729-E-01 - 24 - March 6, 2025, rev 1 Project Na. W1729-BMI - 25 March 6, 2025, rev 1 Project ND. W1729-EMI 25 March 6, 2025, rev 1 cow DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com Ii ESSIOp'\ Q pp�y� Esc No . C72279 ^+ Exp. 6/30/26 I QV1V 'lF OF C Nlvuxi kDELANE Ov 4909 MURPHY CANYON ROAD, SUITE 330 SAN DIEGO, CA 92123 PHONE: 619.787.5566 WWW.DELANMNGINMRING.COM PREPARED BY: DARREN POON PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD, NEWPORT BEACH CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION BID SET DATE: 12/15/251 PROJECT NUMBER: 02-10129 SHEET TITLE: GEOTECHNICAL RECOMMENDATIONS SHEET NUMBER: RECOMMENDATIONS AS PRESENTED IN "GEOTECHNICAL INVESTIGATION FOR PROPOSED BALBOA LIBRARY AND FIRE STATION NO. 1" PREPARED BY GEOCON DATED MARCH 6, 2025, REV1 C901 009000N RIGID PAVEMENT DESIGN PARAMETERS 100 F 210 East 9alboa Boulevard 0eotechnlcal Investloatlon 7.12-7 Unless specifically designed and evaluated by the project structural engineer, where exterior concrete paving will be utilized for support of vehicles, the concrete pavement section thicknesses provided in the table below are recommended, PRELIMINARY RIGID PAVEMENT(PCC) SECTIONS 7.12_8 The PCC vehicular pavement should be placed aver subgrade soil that is compacted to a dry density of at least 95 percent of the laboratory maximum dry density at near 0ptimurn mCisture Content as determined byASTM D1557 7,12,9 The rigid pavement should also be designed and constructed Incorporating the parameters presented i n th a tables below. Adeq uate j ni nt spad ng sh a u Id be into rpo rated into the design and construction of the rigid pavement, To control the location aired spread of concrete shrinkage cracks, crack-contral joints (weakened plane joints) should be included. track -control joints should be sealed with an appropriate sealant to prevent the migration of water Ihrough the oontral jaint to the subgrade materials -The depth of the crack -Control joints should be in accordance with the referenced ACl guide, To provide load transfer between adjacent pavement slab sections, a butt -type construction joint should be constructed. The butt -type ju1nt should be thickened by at least 20 percent at the edge and taper back at least 4 feet from the face of the slab, Project Na, W1729-05-01 - 27 • March G, 2025, rev 1 111 1~ OCON 14041119 East mlboa Boulevard Ceateehnlcal in estlgatlon 7.16 Shoring —soldier Pile Design and Installation 7.16-1 The fallowing information on the design and installation of shoring is preliminary. Review of the final shoring plans and specifications should be made by this office prior to bidding or negotiating with a shoring Contractor- 7.16-2 One method of sharing would consist of steel soldier piles, placed in drilled hales and backfllled with concrete. The steel soldier piles may also be 'Installed utlllzing high frequency vibration; however, if vibration installation techniques are considered, the potential to Induce Ilquefactlon should be considered. The potential Impacts of vibratlon installation techniques on offsite improvements must be evaluated and found acceptable. Where maximum excavation heights are less than 12 feet the soldier piles are typically designed a cantilevers. Where excavations exceed 12 feet or are surcharged, soldier piles may require lateral braciing utilid" drilled tie -back anchor's or raker braces to maintain an eronDmical steel beam size and prevent excessive deflection. The size of the steel beam, the need for lateral bracing, and the acceptable shoring deflection should be determined by the project shoring engineer, ReoommeMato ns for tie -backs or lateral bracing can be provided under separate cover, if needed. 7.16.3 Drilled cast -in -place soldier piles should be placed no closer than three diameters on -center, The minimum diameter of the piles is 18 inches. 5tr^ucturaI concrete should be used for the soldier piles below the excavation; lean -mix concrete may be employed above that level. As an alternative, lean -mix concrete may be used throughout the pile where the reinforcing consists of a wideflange section. The slurry must be of sufficient strength to impartthe lateral bearirig pressure developed by the wrideflange section to the soil, For design purposes, an allowable passive value far the sails below the plane of excavation depth may be assumed to be 300 psf per foot Passive earth pressure fur the sides of fuundatiun5 poured against undisturbed eolian and dune deposits be low the gro u nd water table may be computed as an equivalent fluid having a density of 150 pcf (values have been red ured for buayanry). The allowable passive value may be doubled far isolated piles, spaced a minimum of three times the pile diameter_ To develop the full lateral value, provisions. should he implemented to assure f'Irm contact between the soldier piles and the undisturbed alluvlum, �CR1 OCON 100F 210 East Balboa Boulevard Geotechnlcal In estlgatlon MAXIMUM JOINT SPACING iPavemernt Thickness, T (Inches) . Maximum Joint Spacing (Feet) , ADDITIONAL RIGID PAVEMENT R ECO M ME NDATI 0 NS Subject A L Value 1.2 Times Slab Thickness Adjacent to Structures Thickened Edgy 1.5 Times $lab Thidkrve" Ujacent Cp Soil Minimum Increase of 2 Inches 4 Feet wide Crack Control Jolrit Depth Early Entry Sawn=T/6toT/5, 1.251nch Minimum Cony, ntignip I (Tgoled 4r Conventional Spwingj = 7/4 tq 7/3 }4-Inch for SealedJoints and Par Sealer Manufacturer's Crack Control Joint V idth Re4-.ommendatians `/3r- to'/Ancfi is Corrlmon for U nwated Joints 7.12.113 The perform anceof pavementsis highly depend entupon providing pus itive su rface dra i n age away from the edge of pavements, Pon ding of water on or adjacent to the pavement will likelyresuIt in saturatio n-of the subgrade materials and s ubseq ue nt cracki nL Su bside nce and pavement distress. If planters are planned adfant to paving, It is recommended that the perimeter curb be extended at least 12 inches Below the bottom of tha aggregate bass~ to minimize the introduction of water beneath the paving, 7.13 Retaining Wair Design 7,13.1 The recommendationns presented below are generallV applicable t0 the design of rigid concrete Dr masonry retaining walls hawing a maximum height of 5 feet, In the event that wallsslgnIflcantlp hlgherthan 5feet are planned, Ge000n should be 00ritacted far additional recommendations. 7,112 Retaining walls with a level backfill surface that are not restrained at the top should be designed utilizing a triangular distribution of pressure I active pressure) of 46 pcF. 7.13.3 Restrained walls are those that are not allowed to rotate more than 0.001H (where H equals the height of the retaining port!Dn of the wall in feet) at the tap of the wall. 1Nhere walls are restrained from ,movement a# the top, walls may be designed utilizing a triangular distribution of pressure (at -rest pressure) Df 61 p& Proje€t ND. W172948-01 - 28 - March 6, 2025, rev L EOLCON 100 & 210 East Balboa Beuileward GeotechnIeDl 1"sdgatlon 7.16.4 Groundwater was encountered during exploration at a depth of approximn* 6 feet. Therefore the contractor should be prepared for groundwater during pile installation. Therefore the contractor should be prepared for grou n dwater during pile installation should the need arise, If more than 6 inches of water is present in the bottom of the excavation, a trernie is required to place the concrete into the bottom of the hale. A tremie should consist of a rigid, water -tight tube having a diameter of not less than 6 inches with a hopper at the top. The tube should be equipped with a device that will c lose the d ischa rge en d and prevent water from entering the tube while it is heing charged with concrete_ The tremie should be supported so as to permit free movement of the dischargeend over the entire top surface of the work and to permit rapid lowering when necessaryto retard ar stop the flow of concrete. The discharge end should be clased at the start of the work tD prevent water entering the tube and should be entirely sealed at all times, except when the concretes Is being placed, The tremie tube should be kept full Df concrete, The flow should be continuous until the work is completed and theresulting con crote sea I should bemonolithicarid homogeneous, The tip of the tremie tube should always be kept about 5feet below the surface of the concrete and definite steps and safeguards should be taken to Insure that the tip of the tremle tube Is never raised above the surface of the concrete- 7.16.5 A special concrete mix should he used for concrete to he placed below water. The design should provide far concrete with an unconfined compressive strength psi of 1,XD pounds per square inch (psi) overthe initial job specification. An admixture that reduces the problem of segregatlen of paste/aggregates and dilutlon of paste should be Included. The slump should be commensurate to any research report for the admixture, provided that it should also be the minimum for a reasonable consistency for placingwlrhen water is present. 7.16-6 Caving Is expected since granular soils will be encountered. The contractor should be prepared to use casing and should hate it re a d i IV ava i I abl a at the commencement of drilling activities, When casing is used, extreme tare should be employed so that the pile is not pulled apart as the casing is withdrawn- At no time should the distance between the surface of the concrete and the bottom of the casing be less than 5 feet. Continuous observation 0f the drilling and pouring of the piles by the Geoteehnical Engineer (a representative of Gen -con West, Inc.), is Project Na. W1729-BMI .31 - March 6, 2025, rev t Project ND, W1729-BM1 - 32 • March 6, 2025. rev 1 � 1~ ON 100& 210 East Balboa Boulevard 100& 210 East Balboa Boulevard 0 Ceotichnlcal Investigation GE. C}CON Geotechr+lcal Irti,restlgatbn 7.13-4 The wall pressures provided above assume the# the retaining wall will be properly drained 7.14-4 Moisture affecting below grade walls is one of the most common post-C-onstruction preventing the buildup of hydrostatic pressure, If retaining waII drainage is not Implemented, complaints. Pearly applied or omitted waterprmfing can lead tD efflorescence or standing an at -rest equivalent fluid pressure of 93 pcf should be used in design of undrained, water_ ParticularCure should betaken in the designand installationofwaterproofinotoavoid restrained wKalls for the full height of the wall. The value includes hydrostatic pressures plus moisture problern5, or actual water seepage into the structure through any normal shrinkage buoyant lateral earth pressures. If a partially drained wall is proposed, Geocon should be cracks which may develop in the concrete walls, floor slab, foundations and/or construction contacted to provide additional ref ommendat-ion s- joints. The design and inspection of the ,,waterproofing is not the responsibility of the cow geotechnlcal engineer. A waterproofing consultant should be retained In order to DESIGN GROUP 7.13.5 The wall pressures provided above assurne that the proposed retaining walls will support recommend a product or method, which would provide protection to subterranean walls, relatively undisturbed eolian and dune deposits or engineered fill derived from onsite sciils. floor Slabs and foundations, 9640 GRANITE RIDGE DR, SUITE 130 Ifimport soiI will be used to backfill proposed retain ingwva115, revised earth pressures may be SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com required to account for the geotechnical properties of the import sail used as engineered fill, 7.15 Temporary Excavations This should be evaluated an re the use of impart soil is established. All imported fill shall be Q�pFESSIOp 7,15-1 Excavations up C4 5 feet inneigh# may be required during construction operations. f( observed, tested, and approved byGeocon West, Inc- prior to bringing soil to the site, The to fill dune deposits, coo QAUL p excavations are expected expose artificial and ealian and which are y�Q o�� 7.13-6 Additional pressure should be added for a surcharge condition due to sloping ground, subject to excessive caving. Vertical excavations up to 5 feet in height may be attempted ; rn No C72279 M+ vehicular traffic or adjacent Structures and should be designed for each condition as the where not surcharged; however, the contractor should be prepared for caving, sloughing, �., . O6 Exp. 6/30/26 project progre es, and raveling In open excavations. �fylF 0I V 0- OF C A�1 7.14 Retaining WaII Drainage 7.14-1 Retaining walls not designed for hydrostatic pressures should be provided with a drainage system extended at least two-thirds the height of the wall. At the base of the drain system, a subdrain covered with a minimum of 12 inches of gravel should be installed, and a compacted fill blanket or other seal placed at the surface (see Figure 8), The clear; bottom and subdrain pipe, behind a ret-aining wall, should be observed by the Geo#eChnicall Engineer (a representative of Geocan), prior to placement of gravel or compacting backfill, 7.14.2 As an alternative, a plastic drainage composite such as Miradrain or equivalent may be installed in continuous, 4-foot-wide columns along the entire back face of the wall, at 8 feet an center_ The top of these drainage composite columns should terminate approximately 18 Inches below the ground surface, where elther hardscape or a minimum of 1-9 inches of relatively cohesive material should be placed as a cap (see Figure 9)-These vertical columns of drainage material would then be connected at the bottom of the wall to acol Iection panel or 1-cubic-foot rock pocket drained by a 4-inch subdrain pipe- 7.14.3 Subdrainage pipes at the base of the retainirig wall drainage system should outlet to an acceptable location via controlled drainage structures. Drainage should not be allowed to Flog+ uncontrolled over descending slopes. Project No. W1729-BE-01 - 29 • March G, 2025, rev L EC}CON 100 & 210 East Balboa Boulevard Geotechnical in estlgatlon 7.16-7 The f rictiona I resistance between the sal dierpiles and retained sail may be used to resist the vertical component of the anchDr load. The coefficient of friction may be taken as 0.4 based on uniform contact between the steel beam and lean -mix concrete and retained earth. The portion of soldierpiles below the plane of excavation mayaI5D be emplaved to resist the downward loads, The downward capacity may be determined usinga frictional reslstance of 260 psf per foot, 7.16.8 Du e to the nature of the site s0iIS, it is expected tha t Conti n uo us lagging between soldier piles will be regvire-d. 7.16.9 The time between lagging excavation and lagging placement should be as short as possible soldierpiles should be designed For the full -anticipated pressures. Due toarching in the soils, the pressure an the lagging will be less_ It is recommended that the lagging be designed for the full design pressure but be limited t0 a maximum of 400 psf, 7.16.1.0 For the design of unbraced shoring, It is recommended that an equivalent fluid pressure be utilized for design. A trapezoidal distribution of lateral earth pressure may be used where shoring will be restrained at the tap by bracing or tie -backs. The recommended active and trapezoidal pressures are provided in the following table_ A diagram depicting the trapezoidal pressuredlstrlbution of lateral earth pressure Is provided below the table, Trapezoidal Vislribution of Pressure 0.2H H 0_6H UH Project ND. W1729,88-01 - 33 - March 6, 2025, rev 1 7.15-2 Vertical axCaVaVDns greater than 5 feet or where surcharged by existing structures will require sloping or sharing measures in order to provide a stable excavation. WhEre sufficient space is available, terriporary unsurcharged embankments oould be sloped back at a uniform D E LAN E 1.1 slope gradient or flatter up tD maximum height of -6 feet pmvided that groundwater is ) not present In the excavation. A uniform slope does not have a YerticaI portlon. Where space 4909 MURPHY CANYON ROAD, SUITE 330 is limited, shoring measures will be required. Sharing data ip s rovided in Section 7.16 of this SAN PHONEIEGO619.787.556623 WWW.DELANEENGINMRING.COM report, Slot -cutting is not recommended due to the granular nature of the site soils, PREPARED BY: WREN POON 7.15.3 Where temporary construction slopes are utilized, the tap of the slope should be barricaded PROJECT: to prevent vehicles and storage loads at the top of the slope within a horizontal distance equal to the height of the slope_ If the temporary construction slopes are to be maintained CITY OF NEWPORT BEACH during the rainy season, berms are suggested along the tops of the slopes where necessary NEWPORT BEACH FIRE to prevent runoff water from entering the excavation and eroding the slope faces. The soils STATION NO. 1 & LIBRARY exposed in the cut slopes should be inspected during excavation by our personnel and the contractorrs Competent person so that modifications of the slopes can be made if variations 110 E BALBOA BLVD, in the soil conditions occur_ All excavations should be stabilized within 30 days of initial NEWPORT BEACH CA excalvatlori, 92661 CITY CONTRACT NO. C-8865-1 Project N a. W1729-05-01 - 30 • March 6, 2025, rev L DESCRIPTION: DATE: GEOCCON 100& 110 East Balboa Boulevard Geotechnlcal in-oostlgatlon BID SET 12/15/25 7.16.11 Where a combination of sloped embankment and shoring is utilized, the pressure will be greater and must be determined far each combination, Additional pressure should be added for a surcharge condition due to sloping ground, vehicular traffic, or adjacent structures and must be determined for ea Eh carnbination. 7.16.12 It is recommended that line -load Surcharges from adjacent wall footings, use hari2ontal pressures generated from NAV-FAC DM 7.2. The gave rnIng equations are: For XIM :E� 0,4 0-z _ 0.20 XO � r x2 � and Fox- xh, > 0-4 1.25 Iff2t ofir H (a) _ x [4Jyla + ,g�2]� f� where x Is the distance from the face of the excavatlon or wall to the vertical Ilne-l-oad, H Is the distance from the bottom of the footing to the bottom of excavation or wall, z is the depth at which the horizontal pressure is desired, Ob is the vertical line -load and crNfaj is the horizontal pressureat depth z. Project ND. W1729-EMI - 34 - March 6, 2025, rev 1 PROJECT NUMBER: 02-10129 SHEET TITLE: GEOTECHNICAL RECOMMENDATIONS SHEET NUMBER: RECOMMENDATIONS AS PRESENTED IN "GEOTECHNICAL INVESTIGATION FOR PROPOSED BALBOA LIBRARY AND FIRE STATION NO. 1" PREPARED BY GEOCON DATED MARCH 6, 2025, REV1 C91 100 & 210 East Balboa 9ouleaard GEOCON Geoteehnlcal I�+w�estlPatlon GEOCON 100 & 210 East mlboa R¢uleward Geotechnleal Investigation � gC)CON l00F East Ge ical In esUleward Ceoteehnlcal Irrvestigativn 716.13 IT is recommended that vertical point -loads, from construction equipment outriggers or 7,16-15 It is difficult to accurately predict the account of deflection of a shored enr1wr+kiment- 7.17_2 Alb site drainage should be collected and e_ontrolled innon-erasive drainage devices_ drainage adjacent building columns use horizontal pressures generated from NAV-F,AC DIVI 7.2. It should be realized that some deflection will Occur. It is recommended that thE. deflectiDn should nut be allowed to pond anywhere on the site, and especially not against any The governing equations are- be minimized to prevent damage to existing structures and adjacent improvement's. foundation or retaining wall. The site should be graded and maintained sWch that Surface Where public rights -of -way are present or adjacent offsite structures do nut surcharge the drainage is directed away from structures in arcardance with 2022 CBC 18CK-4 or other For X1hr f- 0.4 shoringexcavatiDn, the shoring -deflection should be limited to less than 1 inch at the top of applicable standards, In addition, drainage should not be aIIDwed to flow uncontrolled over coar 0-28 x t� the shored embankm1N ent, here offsite structu res a re with in the shoring surcharge area it is any descending slope. discharge from downspouts, roof drains and scuppers are not _ +� 3 ��] � recommended that the beam deflection be Ilmlted to less than 1rr Inch at the elevation of the recommended onto unprotected sDllslthln 5 feet efthe bulldlrig perimeter, Planters vrhlch DESIGN GROUP 10.16 + adjacent cffsite foundation, and no deflection at all If deflections will damage existing are located adjacent to foundaxions should be sealed to prevent moisture intrusion into the and F., x > 0 4 structures. The allowable deflection is dependent on many factors, such as the presence of soils providing foundation support. Landscape irrigation is not recommended within 5 feet of 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 {r x z 2 1.77 Q2 structures and utilities near the tap afthe embankment and will be assessed and designed the building perirneterfaotings exeeptwhen enclosed in protected planters. 619.698.9177 1 www.coargroup.com _ 1l !J' �� — by the project sharing engineer, 3 X 2 2,Ff2 + # ] � 7.17.3 Positive Site drainage should be aw�rayfrorn structures, and the tops of Q�OFESSIOp'! X 7.16,16 Because of the depth, of the excavation, some means Of monitoring the performance of the provided pavement, p then slopes to swales or other controlled drainage structures, The building pad and pavement ��r _ +err}co5z(1j shoring system is suggested- The monitoring sh-Duld consist of periodic surveying of the rM areas should be free graded such that water is not allowed to pDnd, No. C72279 ^+ lateral and vertical locations of the tops of all soldier piles and the lateral movement along ExP. 6/30/26 wwhere x is the distance from the face of the excavati n/wall tothe vertlea[I point -load, IS the entire lengths of selected soldier piles_ izr 01 V 1V 'lF distance from the outrigger/bottom of rolumn footing to the bottom of excavation,a is the 7,1i. Landscaping planters Immedlatelyadjacentta paved areas are not recommended due to the OF cA�t�� depths at which the horizontal pressure Is desired, Qu Is the vertical point -load, o,ISzi is the 7.16.17 Due to the depth of the excavation and proximity to adjacent structures, it is suggested that potential for surface or irrigation water to infiltrate the pavement's subgrade and base horizontal pressure at depth z, 9 is the angle between a line perpendicular to the prior to excavation the existing Improvements be Inspected to document The present course. Either a subdrain, which collects excess irrigation water and transmits it to drainage excavation/wall and a line from the point-Ioacd to location on the excavation/wall where the condition- For documentation purposes, photographs should be taken of preconstruction structures, or an impervious above -grade planter bores should be used. In addition, where surcharge is being evaluated, and �„�� isthe hvri�ontal pressure at depth �- distress con level sure of ad acent grade and avernent should be considered, a $ p Iandscaping is planned adjacent tDthe pavement, it is recommended that consideration be D E LAN E During excavation activities, the adjacent structures and @vement should be periodicallygiven to providing a cut-off wall along the edge of the pavement that extends at least 7,16.1 In addition t0 the recommended earth pressure, the upper 10 feet of the shor+ng adjacent inspected for signs cf distre3s, In the event that distress Or settlement is noted P g r an 12 inches below the base material- 4909 MURPNY CANYON ROAD, SUITE 330 DIEGO, CA 9 2123 PHONE: 66 WWW.DELANEENGNEERING.COM to the street or driveway areas should be designed to resist a uniform lateral pressure of Investigation should be performed and Correalve measures taken 50 that continued or 7.1$ plan ftevievu PREPARED BY: DARREN POON 100 psi, acting as a result of an assumed 3DO psf surcharge behind the sharing due to worsened distress or settlement is mitigated- Documentation and monitoring of the offsite PROJECT: normal street traffic_ If the traffic is kept back at least 10 feet from the sharing, the traffic structures and improvements is nDt the responsibility of the geotechnical engineer, 7.18.1 Grading, fouridaticn, and if applicable, shoring plans should be r5ewiewed by the GeotechnicaI surcharge may be neglected, Engineer (a representative of Geoeon West, Inca, prior to finalization to verify that the plans 7.17 Surface Drainage have been prepared in substantial conformance with the recommendations of this report CITY OF NEWPORT BEACH 7.17-1 Proper surface drainage is critical to the future performance of the project- Unrontrulled and to provide additional analyses or recommendations, NEWPORT BEACH FIRE Infiltratlon of irrigatlon excess and storm runoff Into the solls can adversely affect the STATION NO. 1 & LIBRARY performance of the planned improvements. Saturation of a wil coin cause it to lase internal 110 E BALBOA BLVD, S hea r strength and increase its compressibiIityr resuftirig in a change in the original designed NEWPORT BEACH CA engineering properties, Proper drainage should be maintained at all times, 92661 CITY CONTRACT NO. C-8865-1 Project Na. W1729-0541 35- March 6, 2025, rev 1 Project No. W1729-EM1 -3G- March 6, 2025, rev L Project ND. w1729,E8-01 -37- March 6, 2025, rev 1 !P0 U ? S CgLrFOIRFL - DESCRIPTION: DATE: BID SET 12/15/251 PROJECT NUMBER: 02-10129 SHEET TITLE: GEOTECHNICAL RECOMMENDATIONS SHEET NUMBER: RECOMMENDATIONS AS PRESENTED IN "GEOTECHNICAL INVESTIGATION FOR PROPOSED BALBOA LIBRARY AND FIRE STATION NO. 1" PREPARED BY GEOCON DATED MARCH 6, 2025, REV1 C93 oti DOOR FF=10.42 BOOK DROP OFF c;' n- LOT 2 BLOCK 2 OF EAST NEWPORT CLOSED TRASH ENCLOSURE x I I L_ 13.93TW 13.88TW 8.19BW 8.25BW pL EL BL I I �13.92TW BL i[7ECTR iDIRT 8 77BW . II �L BL I � EASEMENT TO SOUTHERN CA. L - - - - - - EDISON COMPANY DOC NO. 2007000216563 O.R. 0 \ 13.82TW 9.54BW a w �m7 GENERATOR GARAGE FF=9.61 R 0 DOOR - FF=11.39 LOT 1 -1FT PLANTER WALL - BIKE RACK \tioo GRASS CLOSED ao� O S77°43'02"E 160.00' 9.41TC 9.34TC 9.45TC 8.79 F L 8.97FL 8.88FL 4 - GATE 3.10TC7/ 8.62FL ■ d 0 a ° 7.45TC 7.45FL� 7.75TC 7.87TC 7.40FL F7.47FL TELEPHONE CABINET cb�l - BAY AV E - - 7 91TC 7.91TC 7.57TC 7.60TC 7.58FL A 7.54FL 7.52FL 7.52FL 7.88TC o 7.82TC 7.81TC 7.54TC 7.50FL N 7.47FL 7.45FL 7.45FL CATV CATV 0 �rF,� o �I I�� DRIVEWAY N77°42'30"W 189.91' 0 GRASS ti og I 9.21TC 8.85FL�titi a ° 25.00' a \� a A ° ° EASTERLY a 30' OF LOT 9.46TC 1 BLOCK 3 9.11FL 9.08TC 9.3 9.06FL II 9.09TC �9.46TC 9.06FL 9.04FL I L - I 0 AL I I DRIVEWAY DOOR FF=9.70 CLOSED GARAGE FF=9.63 7.49TC 7.73TC 7.83TC 7.42FL 7.73TC 7.45FL a° 7.49FL A. 7.42FL 7.72TC n. 7.72FL 7.88TC CATV 7.88FL I 0 7.9 �13.85TW 8.11BW CLOSED -1FT PLANTER WALL LOT 12 OF BLOCK 1 - tiA GRASS off' 13.87TW 8.01BW 13.86TW 8.09BW LOT 11 OF LOT 10 BLOCK 1 0 a z o 13.85TW �8.43BW BL 13.79TW _ BL 9.91BW u S77'42'46"E 29.96' - 9.1 CATV CAIV x - GATE x 9.8 x 0 0 oo w 0 m m ALLEY ti CLOSED z x G RASS x GATE 9.3 RIVEWAY JIIL _ H ° 9.33TC 9.13TC 8.75FL 8.74TC 8.76TC 9.17TC 8.69FL 8.75FL 8.72FL 8.73FL 3 X�y ti ;o? Wv SDMH RIM EL=9.36 NO DIP ❑D LOT 13 o� 0 FOUND MONUMENT a CONTROL POINT AV AIR RELEASE VALVE BL BOLLARD FIRE HYDRANT MB MAIL BOX ❑E POWER BOX E❑ POWER CABINET E POWER MARKING LANDSCAPE LIGHT EPe POWER PULL BOX ERI POWER RISER Ev POWER VAULT ® PEDESTRIAN POLE sT TRAFFIC SIGNAL PULL BOX ® DROP INLET © COMM RISER SEWER MANHOLE SEWER MARKING SIGN 0 TELEPHONE RISER Tv TELEPHONE VAULT TPB TRAFFIC SIGNAL PULL BOX GAS RISER CONCRETE COLUMN TREE PALM TREE TRAFFIC SIGNAL W/ARM TRAFFIC SIGNAL WATER BLOWOFF VALVE wM WATER METER _w_ WATER MARKING wRi WATER RISER wV WATER VALVE IR IRRIGATION BOX ELECTRIC VEHICLE CHARGING BUILDING ENVELOPE BUILDING OVERHANG PROPERTY BOUNDARY LINE - EASEMENT LINE - - CENTER LINE COM COMMUNICATION LINE E UNDERGROUND POWER LINE w WATER LINE SEWER LINE SD STORM DRAIN LINE GAS LINE CONCRETE PAVING POINT TABLE POINT # DESCRIPTION ELEVATION NORTHING EASTING 1 WP SCRIBED X 8.98 2167484.82 6057526.26 2 WELL MONUMENT 8.47 2167355.96 6057301.76 3 WELL MONUMENT 6.12 2167604.84 6057357.96 4 WP SCRIBED X SCAN A 9.08 2167446.84 6057304.58 5 LEAD AND DISC LS 5411 7.73 2167630.14 6057383.49 6 LEAD AND DISC LS 5411 7.46 2167639.78 6057350.38 7 LEAD AND DISC ILLEGIBLE 7.88 2167596.61 6057329.65 8 WP SCRIBED X SCAN C 7.52 2167612.42 6057384.37 9 LEAD AND TACK 7.67 2167570.95 6057580.68 10 LEAD AND TACK 7.75 2167581.34 6057532.42 11 LEAD AND DISC LS 5023 8.88 2167439.46 6057633.16 12 LEAD AND DISC LS 5023 8.83 2167433.07 6057662.39 27 LEAD AND DISC LS 5023 9.12 2167360.79 6057646.34 28 LEAD AND DISC LS 5023 9.07 2167367.19 6057617.04 29 LEAD AND DISC RCE 24X68 9.14 2167373.57 6057587.71 30 WP SCRIBED X SCAN B 9.62 2167342.25 6057516.28 31 LEAD AND DISC LS 4212 TIE 10.13 2167369.41 6057347.64 32 LEAD AND TACK 10.06 2167371.64 6057335.48 33 LEAD AND TACK 10.22 2167317.89 6057408.05 34 GEAR SPIKE 9.96 2167339.05 6057380.50 35 BM 1E.122-14 EL9 9.18 2167540.43 6056367.24 Ed5�eiyaler pf iqllpppppp �? ' Q n 4V BaY Ave m ° C � m , 6a fb0a Blvd E BaY A vp _y dceanflGrr °Carr w8a�[�oa $Jvd � firor,, Ocean F.. , ... W Oce aritro�f SITE Balboa Blvd BENCH MARK Newporl Balboa Bike �r . arl VICINITY MAP NOT TO SCALE SURVEY NOTES: 1. UTILITIES SHOWN HEREON ARE BASED ON MARK -OUT PERFORMED BY AN UNKNOWN SOURCE ALONG WITH OBSERVED EVIDENCE ONLY. THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. ALL UTILITY INFORMATION SHOWN IS FOR REFERENCE ONLY WHERE ADDITIONAL OR MORE DETAILED INFORMATION IS REQUIRED, THE CLIENT IS ADVISED THAT EXCAVATION MAY BE NECESSARY. 2. ELEVATIONS SHOWN HEREON WERE DERIVED FROM TERRESTRIAL SCANNING WITH A RELATIVE ACCURACY OF ±0.05'. 3. AERIAL IMAGERY PROVIDED HEREON IS STOCK IMAGERY WITH A CAPTURE DATE OF 1/11/2024 AND IS PROVIDED FOR CONTEXTUAL PURPOSES ONLY. 4. FINISH FLOOR ELEVATIONS ARE SHOWN AT THE THRESHOLD, AS INTERIOR ACCESS WAS NOT AVAILABLE. BASIS OF COORDINATES: THE BASIS OF BEARINGS FOR THIS MAP IS THE CALIFORNIA COORDINATE SYSTEM, ZONE 6, NORTH AMERICAN DATUM 1983 PROJECTED TO GROUND COORDINATES, CONSTRAINED TO THE ORANGE COUNTY HORIZONTAL CONTROL NETWORK ON THE 2017.50 EPOCH AS PUBLISHED BY THE COUNTY OF OF ORANGE PUBLIC WORKS. REFERENCED BY STATION(S) "6183R1" & "6093R1". THE PUBLISHED COORDINATE VALUES FOR THOSE STATIONS ARE BELOW: 6183R1 - NORTHING:2167355.96 EASTING: 6057301.76 "6093R1" - NORTHING: 2165497.85 EASTING: 6063411.79 BENCHMARK: FOUND MONUMENT 1E-122-14 PER "ORANGE COUNTY VERTICAL CONTROL DATA SHEETS" AS PUBLISHED BY THE COUNTY OF ORANGE PUBLIC WORKS. MONUMENT DESCRIPTION: 4"ALUMINUM DISK IN SOUTHWEST CORNER OF A 4' CATCH BASIN LOCATED ALONG THE SOUTH SIDE OF WEST BALBOA AVENUE, 133' WEST OF THE CENTERLINE OF 7TH STREET. ELEVATION: 9.179 (NAVD88) FEET 10 5 0 10 20 SCALE: 1" = 10' SURVEYOR'S CERTIFICATION: THIS TOPOGRAPHIC MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY COMPLETED ON JANUARY 30TH, 2024 LA o �1JAMES R. a MLCOLQU �V DATED: 09/04/2025 LS 9238%r- James R. olau IV, PLS 9238 �n- �Cn°�� Paradigm Geospatial Inc. LANDSCAPE DOCUMENTATION PACKAGE CITY OF NEWPORT BEACH FIRE STATION NO. 114EAPURTBEACH, CALIFORNIA92661 OWNER CITY OF NEWPORT BEACH 100 CIVIC CENTER DRIVE NEWPORT BEACH, CA. 92660 CIVIL ENGINEER DELANE ENGINEERING 4909 MURPHY CANYON ROAD, STE 330 SAN DIEGO, CA. 92123 (619) 535-0602 CONTACT: JOHN PRINCE, PE, PMP, QSD I hereby certify that: ARCHITECT COAR DESIGN GROUP 9640 GRANITE RIDGE DRIVE SUITE 130 SAN DIEGO, CA. 92123 (619) 698-9177 CONTACT: JEFF KATZ, AIA LANDSCAPE ARCHITECT PARTERRE 1221 HAYES AVENUE SAN DIEGO, CA. 92103 (619) 993-4253 CONTACT: PATRICK O'CONNOR, PLA CERTIFICATION OF LANDSCAPE DESIGN Appendix B (1) 1 am a professional appropriately licensed in the State of California to provide professional landscape design services. (2) The landscape design and water use calculations for the property located at 110 E Balboa Blvd.. NewDort Beach. CA. 92661 (provide street address or parcel number(s)) were prepared by me or under my supervision. (3) The landscape design and water use calculations for the identified property comply with the requirements of the City of Newport Beach Water Efficient Landscape Ordinance (Municipal Code Sections Chapter 14.17 ) and the City of Newport Beach Guidelines for Implementation of the City of Newport Beach Water Efficient Landscape Ordinance. (4) The information I have provided in this Certificate of Landscape Design is true and correct and is hereby submitted in compliance with the City of Newport Beach Guidelines for Implementation of the City of Newport Beach Water Efficient Landscape Ordinance. Lili O'Connor September 24, 2025 Print Name Date Signature 1221 Hayes Avenue, San Diego, CA., 92103 Address 619 993-4250 Telephone Landscape Design Professional's Stamp If aDDlicable Rm 11131.25 28 No. 1993 License Number liliparterre@cox.net E-mail Address 55 NEWPORT BEACH 73 Newport Bay Balboa Blvd PROJECT Balboa Pier SITE PACIFIC OCEAN Zk 1 AND LIBRARY PROJECT INFORMATION PROJECT NAME: NEWPORT BEACH FIRE STATION AND LIBRARY PROJECT ADDRESS: 110 E BALBOA BOULEVARD NEWPORT BEACH, CA. 92661 TOTAL LANDSCAPE AREA: 3,516 SQUARE FEET (SF) PROJECT TYPE: NEW FIRE STATION AND LIBRARY WATER SUPPLY TYPE: POTABLE SUBMITTAL NOTES HOLD ON FINAL FOR SUBMITTAL OF CERTIFICATION OF COMPLETION PACKAGE. THE LANDSCAPE PLANS ARE CURRENTLY UNDER THE CALIFORNIA COASTAL COMMISSION (CCC) REVIEW AND MAY BE SUBJECT TO CHANGE ONCE FURTHER DIRECTION FROM THE CCC. VICINITY MAP NOT TO SCALE LANDSCAPE IMPROVEMENTS - GENERAL NOTES DRAWING INDEX DWG. NO. LANDSCAPE TITLE SHEET LT.0 IRRIGATION PLAN L1.0 IRRIGATION LEGEND L1.1 IRRIGATION DETAILS L1.2 IRRIGATION DETAILS L1.3 PLANTING PLAN AND NOTES L2.0 PLANTING LEGEND, DETAILS L2.1 WATER EFFICIENCY WORKSHEET, HYDROZONE MAP "WDSC,q o �o OC w 1993 1 FO RN�P copar 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com PARTERRE SITE PLANNING URBAN DESIGN LANDSCAPE ARCHITECTURE 1221 HAYES AVENUE SAN DIEGO, CALIFORNIA 92103 PHONE: (619) 296-3713 PROJECT: LANDSCAPE DOCUMENTATION L2.2 PACKAGE CHECKLIST CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO.1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 1. LANDSCAPE IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE LANDSCAPE PLANS, 16. THE CONTRACTOR SHALL OBTAIN AND REMUNERATE TESTING LAB FOR A SPECIFICATIONS AND REQUIREMENTS OF THE CITY OF NEWPORT BEACH WATER CURRENT SOIL MANAGEMENT REPORT. SEE PLANTING SPECIFICATIONS FOR PpiQ�, EFFICIENT LANDSCAPE ORDINANCE, MUNICIPAL CODE: CHAPTER 14:17 BASIS OF BIDDING FOR SOIL AMENDING, FERTILIZING AND ROTOTILLING � '. �t� 2. LANDSCAPE IMPROVEMENTS SHALL REFER TO ALL IMPROVEMENTS WITHIN THIS SET REQUIREMENTS. •; >. OF DOCUMENTS. 17. THE CONTRACTOR SHALL PROVIDE FULL MAINTENANCE OF ALL LANDSCAPE ~ n V 3. THE CONTRACTOR SHALL VERIFY WITH THE OWNER THAT PLANS ARE CURRENT AND AREAS PER THE MAINTENANCE SERVICE REQUIREMENTS OF THE � APPROVED. SPECIFICATIONS FOR A PERIOD OF NINETY (90) DAYS FROM THE DATE OF cgl�FpFtN�P ACCEPTANCE OF THE WORK BY THE CITY. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY AND/OR REQUIRED PERMITS AND PAY ALL RELATED FEES AND/OR TAX REQUIRED TO INSTALLING THE 18. SITE OBSERVATIONS BY THE LANDSCAPE ARCHITECT DURING ANY PHASE OF DESCRIPTION: DATE: WORK ON THESE PLANS. THIS PROJECT DO NOT RELIEVE THE CONTRACTOR OF HIS PRIMARY RESPONSIBILITY TO PERFORM ALL WORK IN ACCORDANCE WITH THE PLANS, BID SET 12/15/25 5. THE CONTRACTOR SHALL BE APPROPRIATELY LICENSED AS REQUIRED BY THE SPECIFICATIONS AND GOVERNING CODES. SEE PLANTING SPECIFICATIONS STATE OF CALIFORNIA. 19. THE CONTRACTOR SHALL REPLACE ALL TREES, SHRUBS AND GROUND COVERS 6. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY OF NOTED TO REMAIN IN PLACE DAMAGED BY PLANTING OR OTHER ANY ERRORS, OMISSIONS OR DISCREPANCIES IN EXISTING CONDITIONS OR WITH CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL ALSO REPAIR OR THE PLANS PRIOR TO BEGINNING THE WORK. REPLACE EXISTING IRRIGATION SYSTEMS DAMAGED BY CONSTRUCTION 7. DETERMINATION OF "EQUAL" SUBSTITUTIONS SHALL BE MADE ONLY BY THE OPERATIONS. LANDSCAPE ARCHITECT OF RECORD (OR OWNER'S REPRESENTATIVE). 20. CONTRACTOR SHALL GUARANTEE ALL TREES AND IRRIGATION EQUIPMENT FOR 8. THE LANDSCAPE ARCHITECT OF RECORD AND CITY REPRESENTATIVES SHALL BE A PERIOD OF ONE FULL YEAR AFTER WRITTEN ACCEPTANCE OF INSTALLATION. NOTIFIED NO LESS THAN 48 HOURS IN ADVANCE OF THE START OF 21. THE CONTRACTOR SHALL ARRANGE FOR AN INDEPENDENT IRRIGATION AUDITOR TO CONSTRUCTION, ANY SITE OBSERVATION, OR MEETINGS. SITE OBSERVATIONS PREPARE AN IRRIGATION AUDIT REPORT. THE AUDIT REPORT SHALL BE PREPARED SHALL INCLUDE, BUT NOT BE LIMITED TO: BY A CERTIFIED LANDSCAPE IRRIGATION AUDITOR APPROVED BY THE OWNER'S A. PRE -CONSTRUCTION MEETING REPRESENTATIVE. AUDIT MEMORANDUM AND SERVICES WILL INCLUDE ON SITE B. LANDSCAPE GRADING AND SOIL AMENDING. REVIEW WITH THE OWNER'S REPRESENTATIVE OF THE IRRIGATION SYSTEM, SYSTEM C. LANDSCAPE CONSTRUCTION. D. SPOTTING OF SPECIMEN PLANTS. TUNE-UP, SYSTEM TEST WITH DISTRIBUTION UNIFORMITY, YEARLY IRRIGATION E. IRRIGATION PRESSURE AND COVERAGE TEST. SCHEDULE, AND ASSOCIATED DATA PER IRRIGATION AUDIT INDUSTRY STANDARDS. F. PLANTING AND/OR HYDROSEEDING. THE REPORT SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE PRIOR TO G. PRE -MAINTENANCE. BEGINNING THE 90 DAY CONTRACT MAINTENANCE PERIOD. COST FOR IRRIGATION AUDIT REPORT AND SERVICES SHALL BE PROVIDED BY THE CONTRACTOR. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF DEMONSTRATE THAT THE ACTUAL WATER USE COMPLIES WITH THE WATER USE EXISTING AND PROPOSED UTILITIES ON SITE. CALCULATIONS. 10. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE 22. THE CONTRACTOR SHALL PROVIDE A LETTER OF CERTIFICATION FOR WORK START OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER'S COMPLETED RELATED TO THE LANDSCAPE CONTRACT DOCUMENTS. THE REPRESENTATIVE OF ANY DISCREPANCIES. LETTER SHALL SPECIFICALLY STATE THAT PLANTS WERE INSTALLED AS SPECIFIED AND THAT THE IRRIGATION SYSTEM WAS INSTALLED AS DESIGNED. 11. THE CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AND/OR THE LETTER SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT OF GRADE DIFFERENCES WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR RECORD PRIOR TO THE START OF THE MAINTENANCE PERIOD. LETTER GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. FORMAT WILL BE PROVIDED BY THE LANDSCAPE ARCHITECT OF RECORD. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL ASSUME FULL 23. POST INSTALLATION IRRIGATION SCHEDULING PROJECT NUMBER: THE CONTRACTOR SHALL PREPARE A MEMORANDUM DOCUMENTING RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH PARAMETERS USED TO SET THE AUTOMATIC CONTROLLER INDIVIDUAL 202401 NOTIFICATIONS. IRRIGATION VALVES FOR EACH OF THE FOLLOWING: 12. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL SLEEVES AS 90 DAY CONTRACT MAINTENANCE (PLANT ESTABLISHMENT) PERIOD. SHEET TITLE: INDICATED ON THE IRRIGATION PLANS WITH PAVING CONTRACTOR. MONTHLY LANDSCAPE MAINTENANCE FOLLOWING THE 90 DAY CONTRACT MAINTENANCE PERIOD. LANDSCAPE 13. WHEN THE IRRIGATION SYSTEMS ARE NOT OPERABLE OR FUNCTIONING TO THE EACH IRRIGATION SCHEDULE SHALL CONSIDER FOR EACH STATION ALL OF TITLE SHEET SATISFACTION OF THE OWNER'S REPRESENTATIVE, THE CONTRACTOR SHALL THE FOLLOWING THAT APPLY: HAND WATER AFFECTED PLANTING AREAS TO KEEP PLANT MATERIAL IN A IRRIGATION INTERVAL THRIVING CONDITION UNTIL REPAIRS TO THE IRRIGATION SYSTEMS ARE IRRIGATION RUN TIMES COMPLETED AND INSTALLATIONS APPROVED. NUMBER OF CYCLE STARTS REQUIRED FOR EACH IRRIGATION EVENT TO 14. ALL DIMENSIONS SHALL BE VERIFIED AGAINST EXISTING CONDITIONS AND ANY AVOID RUNOFF DISCREPANCIES REPORTED TO THE OWNER'S REPRESENTATIVE. AMOUNT OF APPLIED WATER SCHEDULED TO BE APPLIED ON A MONTHLY BASIS SHEET NUMBER: 15. THE LOCATION OF FEATURES TO BE CONSTRUCTED, NOT SPECIFICALLY APPLICATION RATE SETTING DIMENSIONED, MAY BE DETERMINED BY SCALE. VERIFY ALL SUCH CONDITIONS PLANT TYPE SETTING WITH OWNER'S NOTIFICATION. MEMORANDUM FOR MONTHLY SCHEDULE MUST BE SUBMITTED FOR REVIEW LTnO AND APPROVAL PRIOR TO THE COMPLETION OF THE 90 DAY CONTRACT MAINTENANCE PERIOD. EAST BAY AVENUE CAT - oO 3/4 �� — EM EM » II 4 I 13/4" cL — — —I L — — — — — — — — — — — — — A-3 ill 2.6 40 Ll D TREES Tv — _ A-5 1" 3.0 40 I - 31,4„ — — — — — — — — — � — — — — — — .,��. L 1 J ,— J-- I i I 4 3/ 491 .L �2... .. � I III�I I I " �1i��.l�� II111 I i i 2' T 7 III 1 1 1 3/4» �� t- T I r 4 7 \-1-1 /2" I I 1 F T I III I » I I �� IIII I 1L6 > I� i i I 'I I I �,_3/4» lb III I I I I I 111111 III 1 1 I I i 13/4" 2" 111111 II111 I I i1'IIII III I I I IIII II111 I I I I 111111 III 11 I I I I 11-I,T I I � IIi'I I I I IIIIII M* 111 I 1 I i i A-6 1" 6.0 _ _�6— i1J111_ �� II111 I I I I 111111 I III I I I 1 1 D 111111 2" 11 II I I I I I IIII 11i1i i i 1 1 1" 111111 1 » II111 I I 1 1 1_1 2» �� lillll- 1 1-1/2 z r1 -- ----4—— — — — — — — - - - - -------- - r i » --- n7 ;'/ �� as / �i / ❑ a I I �► I I' /'ter' Li ❑ /,'�/"/ter! ' 1 I I o //�/i(3 4 I MI I o o //�/ ��/ � I I III � CATV _1/2 �� ,; 1 1 2„ I 1 1 I 1 1—F5 j' q �I 2 4 NEWPORT BEACH i I / I 1 1 I 13/47, » I c [31 FIRE STATION & LIBRARY 1 1 1 1 1 1 1 1 1» 1 III I I q 1 1 A-2 1" 1.28 40 1_121 j I» 11 I I 1 D TREES 3/4 I I 1 III A-1 1" 6.0 40 1 1 1 1 10 4 11 1 D III I1'1 I 111 I I III A-7 II I � 1111 F 1 III 1 II A-8 —� —— /411 3/4" 1 1 1 1 1 1 3/4 — 3/4" — L --- --- 3/4 oo ooa000�`�°o 0 3,�" — — — — — --- -- EAST BALBOA BOULEVARD Q w w w J w U � Q w w w J w U � n CATV 0 1" 6.2 40 D 1" 2.9 40 D PLAN NOTES Ll FIRE STATION SITE IRRIGATION POINT OF CONNECTION (POC) AT NEW 1" POTABLE WATER IRRIGATION METER AND 1-1/2" REDUCED PRESSURE BACKFLOW PREVENTER. CONTRACTOR TO VERIFY APPROXIMATE STATIC WATER PRESSURE OF 67 PSI. 2cz•11•160040 r_ nil•�n�•art z•1>Rer.mi,�r�: �:�:�e�- ��• TOTAL LANDSCAPE IRRIGATED AREA: 3,366 S.F. ESTIMATED TOTAL DEMAND: 22,381 GALLONS PER YEAR 2❑ POINT OF CONNECTION AFTER BACKFLOW PREVENTER IRRIGATION BACKFLOW PREVENTER. SEE IRRIGATION LEGEND FOR MANUFACTURER, MODEL SIZE AND DETAIL REFERENCE FOR IRRIGATION EQUIPMENT. ADJUST DRIPLINE TO ACCOMMODATE VALVE BOXES 3❑ PROPOSED LOCATION FOR PEDESTAL MOUNT CONTROLLER ASSEMBLY IN STAINLESS STEEL ENCLOSURE AS INDICATED IN THE IRRIGATION LEGEND. VERIFY EXACT LOCATION ON SITE WITH OWNER'S REPRESENTATIVE. 120 VAC POWER SHALL BE PROVIDED FOR THE CONTROLLER CONNECTION AT THE CONTROLLER LOCATION. THE LANDSCAPE CONTRACTOR SHALL CONNECT THE CONTROLLER TO THE POWER SOURCE. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH LANDSCAPE CONTRACTOR TO PROVIDE ALL SLEEVE/ CONDUITS FOR WIRING AND CABLE FOR CONTROLLER AND PERIPHERALS. ADJUST SPRINKLER LOCATION AS NEEDED ADJACENT TO CONTROLLER ENCLOSURE TO AVOID ANY CONFLICT WITH CONTROLLER. 4 INSTALL 3 DRIP RING CONFIGURATION FOR WESTERN SYCAMORE TREES NOTE: PROJECT IS SUBJECT TO MWELO EXHIBIT C. SEE ATTACHMENTS ON PLANS FOR FURTHER DETAIL AS TO WHAT NEEDS TO BE INCLUDED. �pNDSCgp oWc 'pNU1993�, 0 FN 10-3�� Cq�1FOP, coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com PARTERRE SITE PLANNING URBAN DESIGN LANDSCAPE ARCHITECTURE 1221 HAYES AVENUE SAN DIEGO, CALIFORNIA 92103 PHONE: (619) 296-3713 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO.1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO.C-8865-1 WPO�T l n C'9�/FpRN�P DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 202401 SHEET TITLE: IRRIGATION PLAN SHEET NUMBER: 0 10' 20' 40' SCALE: 1" = 10'— 0" Ll m0 IRRIGATION NOTES 1. EXISTING UTILITIES AND CONDITIONS: PRIOR TO CUTTING INTO THE SOIL, LOCATE ALL CABLES, CONDUITS, AND OTHER UTILITIES THAT ARE COMMONLY FOUND UNDERGROUND, AND TAKE PROPER PRECAUTIONS NOT TO DAMAGE OR DISTURB SUCH IMPROVEMENTS. IF A CONFLICT EXISTS BETWEEN SUCH OBSTACLES AND THE PROPOSED WORK, PROMPTLY NOTIFY OWNER. 2. THE INSTALLATION OF THE IRRIGATION SYSTEM SHALL CONFORM TO ALL APPLICABLE REGULATIONS AND CODES . 3. THE IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY FOR CLARITY. LOCATE ALL PIPING, HOSE, EQUIPMENT AND APPURTENANCES WITHIN THE PLANTING AREAS SHOWN UNLESS NOTED OR DIRECTED OTHERWISE. LOCATE ALL VALVES AND VALVE BOXES IN GROUND COVER AREAS WHEREVER POSSIBLE. LOCATE PRESSURE MAIN LINES WITHIN 18" (450MM) OF EDGE OF PLANTING AREAS. THE LOCATION OF MAINLINE AND VALVES SHALL BE APPROVED ON SITE PRIOR TO TRENCHING BY THE CITY LANDSCAPE INSPECTOR. 4. SPECIMEN TREE LOCATIONS TAKE PRECEDENCE OVER IRRIGATION LINES. STAKE ALL SPECIMEN TREE LOCATIONS PRIOR TO TRENCHING FOR PIPE. 5. ALL PIPE AND WIRING UNDER PAVING AND ROADWAYS SHALL BE SLEEVED AS NOTED ON PLANS AND DETAILS. COORDINATE SLEEVE INSTALLATION WITH OTHER TRADES TO ENSURE PROPER AND TIMELY INSTALLATION IN LOCATIONS REQUIRED. 6. ALL END RUNS OF PVC PIPING IS TO BE 3/4" SIZE UNLESS NOTED OTHERWISE. 7. USE TWO WRAPS OF 3/4" TEFLON TAPE FOR ALL THREADED CONNECTIONS. 8. ALL EXPOSED PIPE AND JOINTS SHALL BE SHADED WHENEVER TEMPERATURES EXCEED 100 DEGREES FARENHEIT (34 DEGREES CENTIGRADE). 9. PROVIDE PULL BOXES FOR CONTROL WIRING AT ALL CHANGES OF DIRECTION AND WHERE RUNS EXCEED 200 FEET (60M). SPLICES SHALL BE MADE ONLY IN PULL BOXES OR VALVE CONTROL BOXES. PULL BOXES ARE TO BE GRAY PVC WITH GRAY LID BRANDED "PB ELECTRICAL". BOXES ARE TO BE CONCRETE WITH TRAFFIC RATED LIDS WHEN INSTALLED IN VEHICULAR TRAFFIC AREAS. 10. MONITOR IRRIGATION SCHEDULING CAREFULLY DURING STARTUP AND MODIFY SUCH THAT ALL AREAS RECEIVE ADEQUATE BUT NEVER EXCESSIVE MOISTURE. SHORT SETS WITH REPEAT CYCLES ARE PREFERRED TO SINGLE LONG SETS. 11. ADJUST START TIMES TO ALLOW A MINIMUM OF ONE HOUR BETWEEN REPEAT CYCLES. 12. CONTRACTOR TO SALVAGE EXISTING ENCLOSURE CONTROLLER ASSEMBLY AND RETURN TO CITY OF NEWPORT BEACH PERSONNEL. 13. ALL SCREENED FACILITIES ARE EXISTING OR PROPOSED PER THE CIVIL PLANS. PARTERRE CANNOT VERIFY ACTUAL LOCATION. CONTRACTOR MUST FIELD VERIFY ACTUAL LOCATIONS. 14. ALL EXISTING IRRIGATION AND PLANTING ADJACENT TO SITE THAT IS DISTURBED OR DAMAGED BY PROJECT CONSTRUCTION SHALL IMMEDIATELY BE RESTORED TO ORIGINAL WORKING CONDITION AND RELOCATED OR REPLACED AS REQUIRED BY SITE CONDITIONS. 15. AN ANTI-DRAIN/EXCESS FLOW VALVE SHALL BE INSTALLED UNDER EACH SPRINKLER HEAD WHICH IS NOT EQUIPPED WITH AN INTERNAL CHECK VALVE. 16. CONTRACTOR SHALL GUARANTEE 100% COVERAGE OF ALL IRRIGATED LANDSCAPE AREAS. 17. ALL FITTINGS AT PRESSURE MAINLINE AND MANIFOLDS SHALL BE SCHEDULE 80 P.V.C. 18. EXCESS SOIL GENERATED BY PLANTING AND IRRIGATION INSTALLATION SHALL BE DISPOSED OF OFF SITE. �' WDSCgp F O o IRRIGATION LEGEND"C� DETAIL , fN 10-�1 c4� 1 FO RN�P SYMBOL DESCRIPTION MANUFACTURER MODEL / REMARKS IRRIGATION WATER METER 1" SIZE, CONNECTION FOR IRRIGATION. SEE CIVIL PLANS FOR LOCATION cz;;;3:3 REDUCED PRESSURE FEBCO 1-1/2" LF825Y-REFER TO CIVIL PLANS FOR INSTALLATION cDar BACKFLOW PREVENTER DESIGN GROUP no symbol BACKFLOW PREVENTER STRONGBOX SMOOTH TOUCH BACKFLOW ENCLOSURE, STAINLESS STEEL FINISH ENCLOSURE 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com MASTER VALVE SUPERIOR SUPERIOR 3100-1" SIZE NORMALLY OPEN VALVE 3/L1.3 PARTERRE FS FLOW SENSOR CST FSI-T10-001, 1" PLASTIC FLOW SENSOR, .85 TO 52 GPM FLOW ( 5 L1.3 / SITE PLANNING URBAN DESIGN RANGE) LANDSCAPE ARCHITECTURE • REMOTE CONTROL VALVE GRISWOLD DW SERIES VALVES (SIZE PER PLANS) 1 /L1.3 1221 HAYES AVENUE SAN DIEGO, CALIFORNIA 92103 PHONE: (619) 296-3713 DRIP REMOTE CONTROL VALVE RAINBIRD XCZ-100-PRB-COM 2/L1.3 O QUICK COUPLER VALVE RAINBIRD 44-LRC W/44K 9/L1.2 1" QUICK COUPLER VALVE W/ LOCKING COVER AND 1" VALVE KEY BALL VALVE MANUAL FLUSH VALVE PRESSURE MAINLINE MATCO DURA OR EQ. 754N SERIES FULL PORT, LINE SIZE OR AS SHOWN ON PLANS 1"-PVC TRUE UNION BALL VALVE 4/L1.2 2/L1.2 5/L1.2 I PROJECT: NON -PRESSURE LATERAL LINES PACIFIC P.V.C. SCHEDULE 40 PIPE, PLASTICS ASTM-D1784 TYPE 1 GRADE 1, P.V.C. 1120 SLEEVE PACIFIC 2X DIAMETER OF PIPE SLEEVED, 2" MINIMUM PLASTICS P.V.C.SCHEDULE 40 0 CONTROLLER ASSEMBLY "A" TORO SA6-RM6-16-DXICA SITE ONE ASSEMBLY IN A V.I.T. TOP OPENING STAINLESS STEEL ENCLOSURE; 16-STATION TORO DXI-LACUNA WITH CELLULAR/CLOUD COMMUNICATION. SPRINKLER SCHEDULE SYMBOL MANUF. DESCRIPTION MODEL 0 RAINBIRD DRIPLINE RINGS XFS-CV-09-12 - - - - - - - - - - RAINBIRD1 SUBSURFACE DRIPLINE I XFS-CV-09-12 r'nKITOni I EM/CTATIlIAI JTE) RATING PRESSURE(PSI) IRRIGATION METHOD - S (SPRAY) OR D (DRIP) VALVE CALL OUT CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO.1 & LIBRARY 5/L1.2 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 6/L1.2 CITY CONTRACT NO.C-8865-1 4/L1.3 V ? Z cq��FpRN�P GPM PSI RAID DETAIL I DESCRIPTION: DATE: 92 GPH EMITTERS/12" O.C. 40 NA �7&8/Ll.d BID SET 12/15/25 92 GPH EMITTERS/12" O.C. 40 NA 1 &3/L1. PROJECT NUMBER: 202401 SHEET TITLE: IRRIGATION LEGEND AND NOTES SHEET NUMBER: Llml 3 OO COMPRESSION TEE SUB -SURFACE DRIPLINE INLINE DRIP EMITTER TIE DOWN STAKE FINISH GRADE OF SOIL �s 4" UNIFORM DEPTH MULCH (DEPTH PER PLANS) �s ON -SURFACE DRIPLINE NOTES: 1. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM, AND FIVE FEET IN CLAY. 2. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE -DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. 3. INSERTION PLOW AND TRENCHED INSTALLATIONS DO NOT REQUIRE TIE DOWN STAKES. SUBSURFACE DRIPLINE INSTALLATION N.T.S. 19! n O 2" IN GROUNDCOVER O2 PVC DRIP MANIFOLD PIPE O3 1" X 3/4"TRUE UNION PVC BALL VALVE O ADAPTER 5 BLANK DRIPLINE TUBING -24" LENGTH TO EXTEND TO OUTSIDE OF BOX FOR FLUSHING O6 10 INCH ROUND VALVE BOX WITH LOCKING COVER O7 4-INCH MINIMUM DEPTH OF 3/8-INCH PEA GRAVEL O8 BRICK (1 OF 2) MANUAL FLUSH VALVE 2 N.T.S. � O PAVING iLLLL 6 O LATERAL LINE SLEEVE E in30 PRESSURE MAINLINE —31 B B 5 SLEEVE FT ® CONTROL WIRE IN CONDUIT 3 -6" MINIMUM FROM ADJACENT PIPE(S) 2 D 0 3" WIDE WATER 4 DETECTABLE WARNING O=iTT77 TAPE(TYP. SYMBOL) D © CLEAN COMPACTED FILL -Al— OVER SAND BEDDING 8 7O SAND BEDDING (S.E. 30 OR BETTER)- INSTALL 6" SAND BED UNDER D D D D PRESSURE MAINLINE WITH 6" SAND COVER ABOVE DIMENSION -PEDESTRIAN A B C D 2" TO 12" SIZE 30" 18" 18" 6" DIMENSION -VEHICLE A B C D 2" TO 12" SIZE 36" 30" 30" 6" MAINLINE PRIOR TO THE PLACEMENT OF BACKFILL MATERIAL. COMPACT SAND BACKFILL TO DENSITY OF EXISTING SOIL UNDISTURBED SOIL NOTE: 1. PROVIDE DETECTABLE WARNING TAPE FOR ALL PRESSURE MAINLINES, STANDARD 5MIL THICKNESS, 3" WIDTH WITH ALUMINUM CORE. PERMANENTLY PRINTED AND A.P.W.A UNIFORM COLOR CODE. 2. MAINTAIN 6" SEPARATION BETWEEN PARALLEL LATERAL LINES. 3. SLEEVES AT CURB EDGE OR HARDSCAPE SHALL EXTEND 12" BEYOND BACK OF CURB OR HARDSCAPE. 4. SLEEVES TO BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. 2" MINIMUM. PIPE SLEEVES N.T.S. DIMENSION A B C D 1 /2" TO 2-1/2" PIPE SIZE 24" 12" 6" 12" 3" PIPE SIZE 24" x 6" 12" 4" PIPE SIZE OR GREATER 136"x6" 12" CENTER FEED MANIFOLD 1O P.V.C. SUPPLY MANIFOLD CONNECTED TO PVC LATERAL SUPPLY LINE FROM DRIP REMOTE CONTROL VALVE O2 P.V.C. SCHEDULE 40 TEE OR ELL 0 3/4" PVC SCHEDULE 80 NIPPLE- LENGTH AS NECESSARY ® TWO WAY FITTING O5 DRIPLINE TUBING © FINISH GRADE 4" UNIFORM DEPTH, 4" HORIZONTAL DISTANCE FROM HARD EDGE ® 12" MINIMUM DEPTH OR PER SPECIFICATIONS O9 PVC LATERAL SUPPLY LINE FROM DRIP REMOTE CONTROL VALVE ASSEMBLY 10 FINISH GRADE DRIPLINE CONNECTION FROM SUPPLY MANIFOLD N.T.S. 1O FINISH GRADE 2O CLEAN COMPACTED BACKFILL 3O NON -PRESSURE LATERAL LINE ® PRESSURE MAINLINE 50 CONTROL WIRES © SAND BEDDING(S.E. 30 OR BETTER)- INSTALL 6" SAND BED UNDER PRESSURE MAINLINE WITH 6" SAND COVER ABOVE MAINLINE PRIOR TO THE PLACEMENT OF BACKFILL MATERIAL. O 3" WIDE DETECTABLE WATER DETECTABLE WARNING TAPE ® UNDISTURBED SOIL NOTE: 1. PROVIDE DETECTABLE WARNING TAPE FOR ALL PRESSURE MAINLINES, STANDARD 5MIL THICKNESS, 3" WIDTH WITH ALUMINUM CORE. PERMANENTLY PRINTED AND A.P.W.A UNIFORM COLOR CODE. 2. MAINTAIN 6" SEPARATION BETWEEN PARALLEL LATERAL LINES. PIPE TRENCH N.T.S. T PVC SUPPLY LATERAL TO PVC END FEED MANIFOLD 11 2 O BRONZE BALL VALVE d O FINISH GRADE d SCHEDULE 80 PVC NIPPLE T.O.E. ® PRESSURE MAINLINE ° d -I1 II— O VALVE BOX W/ LOCKING COVER 3 6 6 © P.V.C. COUPLER OFLUSH IN LAWN; DEPTH OF MULCH ABOVE FINISH GRADE IN 4 8 01 2"MIN. 9 4 GROUNDCOVER (2" MINIMUM /4" 6"MAX. MAXIMUM)SEE PLANTING PLANS 3/8" PEA GRAVEL 6" MINIMUM 00 = X 0 0 � X= I I I DEPTH �= I O = O9 BRICK SUPPORTS i I I O O O O OO OI I I I =I O� O0 O 10 95% COMPACTED SUBGRADE � 6"MINIMUM/12" MAXIMUM FROM =I I= I 10 FACE OF FIXED IMPROVEMENTS BALL VALVE N.T.S. �pNDSCgp oWc 'pNU1993�, 0 Cq�IFOP, coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com PARTERRE SITE PLANNING URBAN DESIGN LANDSCAPE ARCHITECTURE 1221 HAYES AVENUE SAN DIEGO, CALIFORNIA 92103 PHONE: (619) 296-3713 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO.1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO.C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 1O CENTER OF TREE TRUNK Fv O O OFF -SET FIRST TREE RING 12" (36" BOX) FROM CENTER TRUNK (ON TOP OF TREE ROOTBALL) O1 PVC SUPPLY LATERAL 0 3 O OFF -SET SUBSEQUENT TREE RINGS FROM 6 9 11 O2 P.V.0 TEE (SXSXT) OR P.V.0 ELL ADJACENT TREE RING- 12". 10 NOTE: INSTALL 3 TREE RINGS FOR WESTERN (SXT) FINISH GRADE; FLUSH IN LAWN /3" SYCAMORE (PLATANUS RACEMOSA) O3 FINISH GRADE ABOVE FINISH GRADE IN GROUNDCOVER AND SHRUB AREAS 6 9 O ® P.V.C. SUBSURFACE SUPPLY LATERAL -SEE 3 ® 3/4" SCHEDULE 80 P.V.C. RISER OR QUICK -COUPLING VALVE W/ LOCKING O3 ** IRRIGATION PLANS FOR LOCATION AND SIZE IN NIPPLE -LENGTH AS NEEDED - COVER PROXIMITY TO TREE RING I I MINIMUM 6" ROUND VALVE BOX WITH LOCKING O2 5O REFER TO DETAIL FOR TRANSITION POINT FROM 5 SWING JOINT COVER P.V.C. LATERAL TO ON GRADE BLANK DRIPLINE LASCO SNAPLOK SWING JOINT WITH SUPPLY LATERAL TO DRIP RING -LENGTH AS © DRIPLINE BLANK TUBING TO TREE MALE BRASS STABILIZER ELBOW AND NEEDED. SET TRANSITION POINT UP SLOPE OF RING. SEE ON SURFACE TREE RING PROJECT NUMBER: SNAPLOK COLLAR TREE RING. 4 DETAILS. INSTALL TIE -DOWN STAKES 202401 PVC SCHEDULE 80 TEE OR ELL © ALONG TUBING PER MANUFACTURER 6" SOIL STAPLE(TYPICAL) - UNIFORMLY SPACED SPECIFICATIONS. BRICK SUPPORTS (2) (3' MAXIMUM) 8 O7 TOP OF MULCH -SEE LANDSCAPE SHEET TITLE: 7 0 MANUAL FLUSH VALVE IN VALVE BOX PLUMBED 5 PLANS FOR TYPE AND DEPTH OF I PVC PRESSURE MAINLINE PIPE ® TO BLANK TUBING MULCH ABOVE FINISH GRADE IRRIGATION 2- 1/2" DIA. x 24" REBAR STAKES ® ON GRADE BLANK DRIPLINE TUBING AND FITTINGS 10 2 ® DEPTH PER SPECIFICATIONS DETAILS FOR SUB SUPPLY LATERAL TO DRIP RING AND 3/8" PEA GRAVEL-4" DEPTH ® WITHIN DRIP RING 90 3/4" MPT ADAPTER MINIMUM ** NOTE: INSTALL 3 TREE ON GRADE BLANK DRIPLINE TUBING AND FITTINGS RINGS FOR WESTERN 5� FOR FLUSH LATERAL 10 P.V.C. LATERAL SYCAMORE (PLATANUS RACEMOSA 10 0 EDGE OF ROOT BALL • • 11 3/4"SCHEDULE 40 P.V.C. TEE OR ELL 4 AS WARRANTED BY SITE LOCATION SHEET NUMBER: 0 QUICK COUPLER VALVE N.T.S. v DRIPLINE TREE RING ON SURFACE C7 N.T.S. TRANSITION TO SURFACE TREE RING SUPPLY LATERAL N.T.S. Ll m2 O1 FINISH GRADE/TOP OF MULCH 0 6" MINIMUM, 18" MAXIMUM FROM WDSCl FACE OF FIXED IMPROVEMENT �p `' 1 1 2 3 4 5 6 7 8 9 10 VALVE BOX WITH COVER W 6 MINIMUM FROM FACE OF FIXED IMPROVEMENT O / 2� FINISH GRADE �2 O FINISH GRADE O3 30C NCH LINEAR LENGTH OF KING COVER 3 O � v " � 3 VALVE BOX WITH BOLT DOWN WIRE COILED 1 COVER, USE STAINLESS BOLT, NUT 9FN ip-3�w 3 VALVE BOX WITH BOLT DOWN COVER, USE , \\ \\ // // , 2 AND WASHER. BOX TO BE PLACED c \P \/\ \� 4 WATERPROOF CONNECTORS IFORN STAINLESS BOLT, NUT AND WASHER. BOX TO BE \//\ / / O $ _ _I � � AT RIGHT ANGLE TO HARDSCAPE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. �8 5 EDGE.HEAT BRAND RCV AND 1 3 2 HEAT BRAND "MV" ONTO LID. O5 INSTALLL 1-INCH BALL VALVE � �� - 4 � � 11 —� �— CONTROL STATION NUMBER ON TO 4 WATERPROOF CONNECTORS 11 © VALVE I.D. TAG—_� 6 3 - LID. 8 = =1 11= O BY T. CHRISTY ENTERPRISES 19 13 — O I.D. TAG, -BY T. CHRISTY ENTERPRISES 12 ® WATERPROOF CONNECTORS cDar 4 I. O7 REMOTE CONTROL VALVE i 5� REMOTE CONTROL VALVE BRICK SUPPORTS DESIGN GROUP 5 I I I I ® QUICK CHECK BASKET FILTER " © P.V.C. SCHED. 80 NIPPLE i 2 7 2 MI / 5 9640 GRANITE RIDGE DR, SUITE 130 18 O BRASS NIPPLE 11 6"MAX. 70 P.V.C. SCHED. 80 NIPPLE— SAN DIEGO, CA 92123 _ 2 MIN. O PVC SCH 40 FEMALE ADAPTER 619.698.9177 1 www.coargroup.com D O O o 0 00 (() THREADED ONE END(2) 10 ® 3" IN GROUNDCOVER/ FLUSH IN TURF O O� �� 00 oO Q� O 10 PVC LATERAL PIPE o C'Do ° O O O O O 6 ° 8 2 IN GROUNDCOVER FLUSH IN �- 7 2 g BRASS PIPE O OoLA �o ° °o O TURF PARTERRE IN I O 11 PVC SCH 80 NIPPLE (LENGTH 9 SITE PLANNING 9� PRESSURE MAINLINE URBAN DESIGN III �' 10 P.V.C. SCHED. 80 NIPPLE-T.O.E. AS REQ D) 10 12 PVC SCH 40 ELL 4 10 90% COMPACTED SUBGRADE LANDSCAPE ARCHITECTURE AVENUE 2"MIN. 11 P.V.C. SCHED. 80 UNION 1221 H YESCALIFORNIA 92103 16 11 13 PVC SCH 80 NIPPLE (2-INCH � P.V.C. SCHED. 80 SLIP UNION (2) PHONE: (619)296-3713 ° o ° ° 0 0 —i i I 12 SCHEDULE 80 P.V.C. MAINLINE TO FLOW SENSOR NOTE: ° °o —_ LENGTH, HIDDEN) AND PVC SCH O2 VALVE WIRES ° 0 �° °o �� o�° �� — 13 36" LENGTH COILED CONTROL WIRE 40 ELL 1. ALL WIRES TO BE INSTALLED AS PER LOCAL �� (9 o �� o� o °0 = NOTE. INSTALL VALVE BOXES IN 14 PVC SCH 40 TEE OR ELL CODE. 30 MIN. WIRE LOOPS ° g 2 CU. FT. 3/8" PEA GRAVEL SUMP -LINE 13 14 15 16 17 READILY ACCESSIBLE LOCATION IN SHRUB 2. PROVIDE WIRE COILS AT EACH WIRE 4 2 CU. FT. 3/8" PEA GRAVEL PIPE 15 TIMES- REMOVE PIPE). 4 = = O BOTTOM AND SIDES WITH FILTER FABRIC OR GROUNDCOVER PLANTING AREAS. 15 MAINLINE PIPE CONNECTION IN VALVE BOX. WRAP AROUND 1 /21, SUMP -LINE BOTTOM WITH , 15 _ _—� 6 LOCATE ADJACENT TO WALKWAYCURB 4-INCH MINIMUM DEPTH OF 3. COMPACT SOIL AROUND VALVE BOX TO SAME LANDSCAPE FABRIC AND 1/4„ —():5)90% COMPACTED SUBGRADE OR OTHER PAVING, 6" MINIMUM, 12" 16 GALVANIZED MESH 10 — MAXIMUM FROM FACE OF FIXED 3/8-INCH PEA GRAVEL DENSITY AS UNDISTURBED ADJACENT SOIL CONTROL WIRE/FLOW SENSOR WIRE IN CONDUITS) IMPROVEMENT PVC SCH 80 NIPPLE P.V.C. LATERAL OUTSIDE OF VALVE BOX 17 © SCHED. 80 P.V.C. TEE 17 BRASS COUPLING O BRICK SUPPORTS PROJECT: 18 MASTER VALVE 18 VALVE I.D. TAG CITY OF NEWPORT BEACH BY T. CHRISTY ENTERPRISES 19 SCHED. 80 P.V.C. ELL NEWPORT BEACH FIRE STATION NO.1 & LIBRARY MASTER VALVE ' N.T.S. L DRIP VALVE ASSEMBLY N.T.S. O O O QS200 ULTRASONIC FLOWMETER 3M DBR/Y-6 SPLICE KIT DIRECT BURIAL 1 PAIR, TWISTED SHIELDED CABLE -MIN. CONDUCTOR SIZE 16AWG. DO NOT EXCEED CABLE LENGTH RECOMMENDATIONS AS SPECIFIED BY CONTROLLER MANUFACTURER. ENSURE A SERVICE LOOP OF EXTRA WIRE LENGTH-18" MIN. IS PROVIDED AT THE FLOW SENSOR. INSTALL CABLE IN PVC CONDUIT OUTSIDE OF VALVE BOX. FLOMEC QS200 SENSOR FLOMEC QS200 TEE SELECT TEE SIZE PER FLOWMETER SIZE AND APPLICATION RATES NOTED IN IRRIGATION LEGEND QUICK RELEASE PIN 10" DEPTH 3/8" PEA GRAVEL NOTE 1 5X MEANS PIPES INNER DIAMETER AND 1OX MEANS PIPES INNER DIAMETER NOTE 2 FOR 1" THRU 4" PIPE INSTALLATIONS ANGLE SHOWN IS ESPECIALLY IMPORTANT AND SHOULD BE SET AT 60-90 DEGREES FOR MOST ACCURATE OPERATION OF QS200. NOTE 3 SCHEDULE 80 PVC PIPE BETWEEN MASTER VALVE AND FLOW SENSOR G%LLAT GA& F ►SSIKE E NOTE 2 NOTE 4 INSTALL CABLE IN 1" CONDUIT OUTSIDE OF VALVE BOX, USE SWEEPS AT TURNS. REMOTE CONTROL VALVE N.T.S. SIDE VIEW FRONT VIEW 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO.C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 SEE % NOTE v u O1 STRONGBOX STAINLESS STEEL NEMA 3R O9 1" CONDUIT AND SWEEP ELL WITH FLOW 1 SECTION A A RAINPROOF ENCLOSURE (UL LISTED). SENSOR CABLE. 01 NTS O2 SATELLITE ASSEMBLY. ASSEMBLED IN 10 3" CONDUIT AND SWEEP ELL FOR LEAD ENCLOSURE BY JOHN DEERE GREEN TECH. WIRES. FLOW SENSOR O3 TERMINAL STRIP FOR VALVE WIRES. G 1" CONDUIT AND SWEEP ELL FOR MASTER VALVE WIRES. N.T.S. O4 POWER SWITCH / GFCI RECEPTACLE. 12 1" CONDUIT AND SWEEP ELL FOR 110 VAC POWER LINE. O5 ELECTRICAL FLEX CONDUIT FOR POWER. 13 1" CONDUIT AND SWEEP ELL FOR GROUND PROJECT NUMBER: WIRE. O6 6" MIN THICK, CONCRETE PAD WITH 14 ROUND VALVE BOX AROUND GROUND 20240110" ANCHOR BOLTS PER MANUFACTURER ROD. FILL WITH 3/4" CRUSHED ROCK. O RECOMMENDATIONS. FINISHED GRADE. 15 5/8" X 8' GROUND ROD WITH #6 GROUND WIRE SHEET TITLE: AND CLAMP. LOCATE 8'-12' FROM ENCLOSURE. IRRIGATION 16 #6 GROUND WIRE SECURED TO O8 FLOW SENSOR TERMINAL BOARD. BACKBOARD GROUNDING TERMINAL. DETAILS NOTE: SEE IRRIGATION LEGEND CALL OUT FOR INCLUDED SATELLITE COMMUNICATION COMPONENTS. SUGGESTED CONDUIT SIZES MAY NEED TO BE LARGER. SHEET NUMBER: AUTOMATIC IRRIGATION CONTROLLER (SATELLITE ASSEMBLY N.T.S. Ll m3 ry Q J U ry Q LLL W EAST BALBOA BOULEVARD Y a �- �; SEE SHEET L2.1 FOR PLANT MATERIAL SYMBOL DESCRIPTIONS \,pNDSC,go A �o OC w Ng,,1993 ga tc I 1 FO RN\P 0 10' 20' 40' SCALE: 1" = 10'-0" PLANTING NOTES coar 1. FINE GRADE ALL PLANTING AREAS PRIOR TO COMMENCEMENT OF PLANTING 9640GRANITE RIDUITE130 SAN DIEGO,CCAA 9212123 OPERATIONS. 619.698 9177 1 www.coargroup.com 2. CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT PLANT MATERIAL TO PARTERRE COVER AREAS SHOWN ON THE PLANS. SITE PLANNING URBAN DESIGN 3. INSTALL ALL PLANT MATERIALS IN ACCORDANCE WITH DETAILS. ALL FINISH LANDSCAPE ARCHITECTURE GRADING AND PLANTING OPERATIONS SHALL BE CARRIED OUT IN ACCORDANCE 1221 HAYES AVENUE WITH THE PLAN NOTES, DETAILS AND SPECIFICATIONS. SANDIEGO, CALIFORNIA 92103 PHONE: (619) 296-3713 4. ALL NURSERY TYING MATERIALS AND TAPES SHALL BE REMOVED AT TIME OF PLANTING. 5. CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE 48 HOURS PRIOR TO DELIVERY OF PLANT MATERIALS TO THE SITE IN ORDER THAT THE LANDSCAPE ARCHITECT CAN DETERMINE THE ACCEPTABILITY OF PLANT MATERIAL AT TIME OF DELIVERY. 6. CONTRACTOR SHALL LOCATE PLANT MATERIAL AS SHOWN ON THE PLANTING PLAN AND OBTAIN APPROVAL OF THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. SCALE THE LOCATION OF TREES AND SHRUBS FROM CENTER PROJECT: OF INDIVIDUAL SYMBOLS BASED ON OFFSETS FROM BUILDING OR HARDSCAPE FEATURES. CITY OF NEWPORT BEACH 7. CONTRACTOR SHALL INSTALL MINIMUM 3 INCH DEPTH OF WOOD MULCH IN ALL PLANTING AREAS. SEE SPECIFICATIONS FOR CLASS. NEWPORT BEACH FIRE STATION NO.1 & LIBRARY 8. ALL PLANT MATERIAL IN SIMILAR CONTAINERS SHALL BE EVENLY MATCHED. 110 E BALBOA BLVD 9. THE FINISH GRADE OF ALL SHRUB AND GROUNDCOVER AREAS SHALL BE FREE NEWPORT BEACH, CA 92661 OF ROCKS 2 INCHES AND LARGER. 10. ALL LANDSCAPE AREAS SHALL BE GRADED TO MAINTAIN A MINIMUM SLOPE OF 2 PER CENT FROM THE BUILDING TO DRAINS, CURBS AND WALKS. 11. VERIFY ALL UNDERGROUND UTILITY LOCATIONS PRIOR TO EXCAVATING FOR PLANT MATERIAL. SEE CIVIL IMPROVEMENT PLANS FOR LOCATIONS. 12. THE SURFACE AND SUBSURFACE SOIL IN ALL PLANTING AREAS SHALL BE RIPPED TO A MINIMUM DEPTH OF 6 INCHES. 13. AFTER ROUGH GRADING, SOIL SAMPLES SHALL BE TAKEN FROM TWO (2) LOCATION ON SITE AS DETERMINED BY THE OWNER'S REPRESENTATIVE. CONTRACTOR SHALL CONDITION THE PLANTING BACKFILL PER THE SOIL LAB'S ANALYSIS RECOMMENDATIONS. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 14. THE CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE OWNER'S REPRESENTATIVE CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY IF NECESSARY. 15. SEE SPECIFICATIONS CONCERNING WEED ERADICATION SCHEDULE PRIOR TO BEGINNING IRRIGATION AND PLANTING OPERATIONS. 16. ALL TREES, SHRUBS AND GROUNDCOVERS SHALL BE HAND WATERED WHILE IRRIGATION SYSTEMS ARE BEING REPAIRED OR REROUTED. PLAN NOTES ROOT BARRIER, TYPICAL THIS SYMBOL. 2 SET CENTER OF TREE TRUNK 3'-0" FROM EDGE OF PAVING, TYPICAL. 3 CENTER TREE IN LENGTH AND WIDTH OF PARKING ISLAND, ALIGN WITH ADJACENT TREES, TYPICAL. 4 BIOBARRIER ROOT CONTROL FABRIC, TYPICAL THIS SYMBOL. WRAP LENGTH OF STORM DRAIN PIPE WITH 19.5" WIDTH OF FABRIC, NODULES FACING OUT. OVERLAP FABRIC MINIMUM 1" AT FABRIC EDGE. EXTEND FABRIC WRAP 5-0" FROM CENTER OF TREE TRUNK. rj MAINTAIN 10'-0" OFFSET FROM WATER AND SEWER UTILITY. 6 SUBSURFACE DRAINAGE PIPES PER DETAIL C, SHT. L2.2. SEE CIVIL STORM DRAIN PLAN FOR LOCATION, ALIGNMENT AND CONNECTION TO SITE DRAINAGE SYSTEM. 7 CENTER SHRUBS WITHIN PLANTER STRIP, TYPICAL. CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 1 PROJECT NUMBER: 202401 SHEET TITLE: PLANTING PLAN AND NOTES SHEET NUMBER: L2mO WATER EFFICIENCY LANDSCAPE WORKSHEET/CALCULATIONS Referenced Evapotranspiration (ETo) Landscape Area Sector Type 44.7 Non —Residential Hydrozone And Plant Irrigation Irrigation ETAF Landscape ETAF x Area Estimated Planting Description Factor Method Efficiency (PF/IE) Area (Sq. Ft,) Total Water Use (PF) (IE) (ETWU) LOW 1—SHRUBS 0.2 SUBSURFACE .81 .24 3,166 SF 780 21,606 DRIP LOW 2—TREES 0.5 BUBBLERS .77 .65 350 SF 227 6,288 AVERAGE TOTAL TOTAL .45 3,516 SF 1,007 Average ETAF for IN NOT IN Regular Landscape Areas (COMPLIANCE COMPLIANCE TOTAL LANDSCAPE AREA — 3,516 SITE WIDE ETAF — .44 ETWU TOTAL / GALLONS PER YEAR — 27,894 MAWA TOTAL / GALLONS PER YEAR — 43,826 EAST BAY AVENUE HYDROZONE MAP AND LEGEND* EAST BALBOA BOULEVARD LOW 1-SHRUBS - PLANT SPECIES FACTOR 0.2 IRRIGATION EFFICIENCY FACTOR 0.81 LOW 2-TREES - PLANT SPECIES FACTOR 0.3 IRRIGATION EFFICIENCY FACTOR 0.77 *NOTE HYDROZONE CLASSIFICATIONS AND SPECIES FACTORS ARE BASED ON WUCOLS (WATER USE CLASIFICATION OF LANDSCAPE SPECIES). SITE IS WITHIN WUCOLS REGION 3, SOUTH COASTAL. PLANT MATERIAL LEGEND - TREE / SHRUBS SYMBOL BOTANICAL NAME COMMON NAME TREES Q HYMENOSPORUM FLAVUM QO GEIJERA PARVIFLORA 0 PLATANUS RACEMOSA SWEETSHADE AUSTRALIAN WILLOW WESTERN SYCAMORE SIZE REMARKS 36" BOX 11'-13' HT. / 4'-5' SP. STANDARD 36" BOX 12'-14' HT. / 5'-6' SP. STANDARD 36" BOX 13'-15' HT. / 6'-8' SP. STANDARD MINIMUM DETAIL WUCOL QUANTITY CALIPER CLASS ZONE 3 2.5" A MODERATE 1 2.5" A LOW 1 2.5" A LOW 5 SHRUBS OALOE DAWAI ORANGE FLAME ALOE 5 GAL. SUCCULENT LEAVES, GREEN COLOR B LOW 8 CAREX DIVULSA BERKLEY SEDGE 5 GAL. FULL, BUSHY, GOOD GREEN COLOR B LOW 87 CARPENDERIA CALIFORNICA "ELIZABETH" BUSH ANEMONE 5 GAL. FULL, BUSHY, GOOD GREEN COLOR B LOW 4 OLEYMUS CONDENSATUS "CANYON PRINCE" CANYON PRINCE WILD RYE 5 GAL. FULL, BUSHY, GOOD GREEN COLOR B LOW 12 CANYON PRINCE "j LOMANDRA "PLATINUM BEAUTY" VARIEGATED DWARF 5 GAL. FULL, BUSHY, GOOD GREEN COLOR B LOW 48 MATT RUSH MAHONIA AQUIFOLIUM "COMPACTA" COMPACT OREGON GRAPE 5 GAL. FULL, BUSHY, GOOD GREEN COLOR B LOW 23 WESTRINGIA FRUTICOSA "MORNING LIGHT" MORNING LIGHT 5 GAL. FULL, BUSHY, GOOD GREEN COLOR B LOW 17 COAST ROSEMARY eWESTRINGIA FRUTICOSA "MUNDI" LOW COAST ROSEMARY 5 GAL. FULL, BUSHY, GOOD GREEN COLOR B LOW 25 ROOT BARRIER ROOT BARRIER, SEE PLAN FOR LOCATIONS. ANY TREE WITHIN 10' OF PAVING, FOOTING, BUILDING OR ANY OTHER HARDSCAPE SHALL HAVE ROOT BARRIER INSTALLED A MINIMUM OF 18" IN DEPTH, AND 0' IN LENGTH, CENTERED ON THE CENTERLINE OF THE TREE TRUNK (5' EACH SIDE). SEE SPECIFICATION FOR TYPE OF ROOT BARRIER. NOTE: PLANT MATERIAL QUANTITIES LISTED IN THE LEGEND ARE FOR THE CONTRACTOR'S REFERENCE ONLY. THE CONTRACTOR IS REQUIRED TO COMPLETE A THOROUGH TAKEOFF OF REQUIRED PLANT MATERIAL SHOWN ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO SUBMITTING A BID OF ANY DISCREPANCIES IN QUANTITIES LISTED. THE CONTRACTOR IS REQUIRED TO INSTALL ALL PLANT MATERIAL SHOWN ON THE PLANS AS PART OF THE CONTRACT. OSHRUB. DROOTBALL. TOP OF ROOTBALL MIN. 1" ABOVE FINISH GRADE O3" DEPTH OF WOOD MULCH WITHIN BASIN, O4" HIGH SOIL BERM, FIRMLY COMPACTED. OPLANT TABLETS. 0 OFINISH GRADE, SLOPES 6:1 OR LESS. OPLANTING BACKFILL. PUDDLE AND SETTLE. O8 MAXIMUM 2:1 SLOPE. OWOOD MULCH PER PLANTING NOTE 7. 3 VU — m 2 6 o O e 5 SLOPE 7 2X ROOTBALL DIAMETER SHRUB PLANTING N.T.S. O1 -- SET TRUNK PLUMB /CENTER IN PIT O5 AMENDED BACKFILL SOIL. REMOVE ROCKS O2 3" DEPTH OF WOOD MULCH WITHIN BASIN, TYPICAL. 4" AND LARGER. O 3 CU. FT. OF 3/4" GRAVEL AT BASE OF PIPE. 3O 4" ABS FILTER FABRIC WRAPPED PERFORATED O ROOT BALL. TOP OF ROOTBALL MIN. 1" ABOVE STAND PIPE WITH REMOVABLE SOLID PVC CAP. FINISH GRADE. MINIMUM LENGTH 5'-0". O8 FINISH GRADE. 4O PLANT TABLETS, DEPTH PER SPECS. O9 2" DIA. LODGE POLE PINE STAKE, 2 EACH 10' MIN., 12' LONG FOR 24" AND 36" BOX TREE SIZE, SET ONE STAKE PERPENDICULAR TO PREVAILING WIND. FOR MULTI —TRUNK TREES INSTALL A MINIMUM OF 1 STAKE WITH TIES PER TRUNK. 10 "CINCH TIE" BY U.I.T. OR EQUAL, 2 LOCATIONS, 4 EACH. 14 11 SET ROOT BALL ON UNDISTURBED NATIVE SOIL. 10 g 12 4" HIGH SOIL BERM, FIRMLY COMPACTED. 2 Z 1 13 "CENTURY" ROOT BARRIER CP OR APPROVED EQUAL, SEE NOTE. 12 16 14 CUT STAKES 6" BELOW CANOPY. 3 15 CONC. WALK, STEP, WALL, CURB, FOUNDATION OR WATER QUALITY TREATMENT BMP LINER. o: ° 4 16 WOOD MULCH PER PLANTING NOTE 7. 15 13 O °:`.` NOTE: °: °:.. INSTALL STAND PIPE AND GRAVEL AT BASE WITH 5 0.: SPECIMEN (24" BOX & LARGER) TREE ONLY. ° INSTALL 10 FOOT LENGTH OF ROOT CONTROL SYSTEM 11 z CENTERED ON THE TRUNK FOR ALL TREE ROOTBALLS ° ° LOCATED WITHIN 5-0" OF CONC. WALKS, STEPS, CURBS, WALLS, OR FOUNDATIONS. MINIMUM 18" 6 I DEPTH. KVV InALL UIHIVI. SPECIMEN TREE PLANTING / DOUBLE STAKE N.T.S. �,Px)SCq o A �o OC w Ng,,1993 C 1 1 FO RN�P coar uc-�Iury unulir 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com PARTERRE SITE PLANNING URBAN DESIGN LANDSCAPE ARCHITECTURE 1221 HAYES AVENUE SAN DIEGO, CALIFORNIA 92103 PHONE: (619) 296-3713 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO.1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 i CITY CONTRACT NO. C-8865-1 WP0 I— low Cq/_11Z ORN\P DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 202401 SHEET TITLE: PLANTING LEGEND, DETAILS, WATER EFFICIENCY WORKSHEET SHEET NUMBER: L2ml OPLAYGROUND PROTECTIVE SURFACING. 22 PROTECTIVE SURFACING SUBSURFACE BASE. E T %3 COMPACTED SUBGRADE THROUGHOUT PER GEOTECHNICAL REPORT ONDS EZ-1001 F FRENCH DRAIN, LOCATION AND ALIGNMENT PER CIVIL DRAINAGE PLAN, MIN. 1 % SLOPE. CONNECT TO SITE DRAINAGE SYSTEM. PLAYGROUND SUBSURFACE DRAINAGE PIPE N.T.S. Exhibit C — Landscape Documentation Package Checklist/Submittal Requirements Applicability: A Landscape Documentation Package is required for landscape projects with 2,500 square feet or greater of new or rehabilitated landscape. Refer to the Landscape Design Standards for comprehensive information about the submittal requirements and copies of the appendices referenced below. Landscape Documentation Package Submittal Requirements: Submittal Items (All submittal items must be inserted into the plan set): Sheet No. 1. Project information: date, project name, project address and/or lot number(s), total landscape area (square feet), project type, water LT.0 supply type, contact information for the project applicant and property owner LT.0 2. Certification of Landscape Design (Appendix B) 3. Water Efficient Landscape Worksheet L2.1 (Appendix C and Appendix D) *SEE NOTEBELOW 4. Soil Management Report — An analysis by a certified agronomic soils lab, which may include soil texture, infiltration rate, pH, soluble salts, sodium, % of organic matter, and recommendations L2.0 5. Landscape Design Plan L1.0 6. Irrigation Design Plan L2.1 7. Hydrozone Plan C2.2 8. Grading Design Plan (see civil improvement plan) L2.2 9. Landscape Documentation Package Checklist (this page) 10.The statement: "Hold on final for submittal of Certification of LT.0 Completion Package." Certification of Completion Package (Prior to final): ❑ Landscape Installation Certificate of Completion (Appendix E) ❑ Irrigation audit report (Appendix G) ❑ Post installation irrigation schedule and landscape/irrigation maintenance schedule *Soil Management Report will be submitted with Certificate of Completion (Appendix E) \,pNOSC,go A �o OC w Ng,,1993 Cq� 1 FO RN�P coar 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com PARTERRE SITE PLANNING URBAN DESIGN LANDSCAPE ARCHITECTURE 1221 HAYES AVENUE SAN DIEGO, CALIFORNIA 92103 PHONE: (619) 296-3713 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO.1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 WI DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 202401 SHEET TITLE: LANDSCAPE DOCUMENTATIO PACKAGE CHECKLIST SHEET NUMBER: I:\Users\PLN\Shared\MWEL0\MWELO Checklist Cover Sheet_Draft 10-28-2024.docx Rev:10/28/2024 L2m2 2 I 48" EXIT WIDTH PROVIDED N �C� O.L. - 10 OCC. 2" EXIT WIDTH REQUIRED 4�QP\F��. 34" EXIT WIDTH PROVIDED LDlFIRSTFLOOR EGRESS PLAN SCALE: 1 /8" = 1 '-0" m m 1100 = 3' = 1103 B S-2 63 SF 66 SF 1:50 1:300 2 1 - -- i i i 116 0 103 A-3 A-3 p 20 SF Y 24 SF rn 1:100 0 1:100 1 m 1 O.L. - 61 OCC. 9.15" EXIT WIDTH REQUIRED 42" EXIT WIDTH PROVIDED m 100A PH, _ °r° n_q F J i K i F i i i OCCUPANCY LOAD CALC G��-OYARCN/T ROOM LOAD FFR� A. NUMBER DESCRIPTION SQ. FT. FACTOR OCCUP CLASS 018 23 1100 LOBBY 63 SF 100 1 B REN. 09/30/27 1101 HALL 136 SF - - B 1102 RR 70 SF - - B sTgTF OF CAUFO�\ 1103 HWH 66 SF 300 1 S-2 1104 EMS 73 SF 300 1 S-2 1105 VESTIBULE 31 SF 300 1 S-2 1106 STAIRS 108 SF _ _ B 1107 HOSE 27 SF 300 1 S-2 1108 SHOP 149 SF 300 1 S-2 1109 STOR 100 SF 300 1 S-2 coar 1110 COMP 33SF 300 1 S-2 DESIGN GROUP 1111 FITNESS 335 SF 50 7 B 1112 APPARATUS BAY 1554 SF 300 6 S-2 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 1113 DECON 79 SF 300 1 S-2 619.698.9177 1 www.coargroup.com 1114 TURNOUTS (12) 145 SF 300 1 S-2 1115 ELEC 130 SF 300 1 S-2 1116 FIRE RISER 13 SF - - B FIRE STATION FIRST FLOOR N.S.F.*: 3,110 S.F. 34 CORE AREA: 592 S.F. FIRE STATION FIRST FLOOR G.S.F.**: 3,324 S.F. *N.S.F.: AREA NOT INCLUDING CORRIDORS, STAIRWAYS, TOILET ROOMS, MECHANICAL ROOMS AND CLOSETS. **G.S.F.: AREA WITHIN THE INSIDE PERIMETER OF THE EXTERIOR WALLS ROOM LOAD NUMBER DESCRIPTION SO. FT. FACTOR OCCUP CLASS 100A OUTER LOBBY 43 SF 15 3 A-3 100B INNER LOBBY 98 SF 15 7 A-3 103 BOOK DROP 24 SF 100 1 A-3 104 CIRCULATION DESK 87 SF 100 1 A-3 105 ADULT STUDY 630 SF 50 13 A-3 106 STACK AREA 585 SF 100 6 A-3 107A FLEX 106 SF 50 3 A-3 107B FLEX 107 SF 50 3 A-3 108 COPY/PRINT 75 SF 100 1 A-3 PROJECT: 109 HALLWAY 122 SF A-3 110 CHILDREN'S AREA 417 SF 15 28 A-3 110B CHILDREN'S PROGRAM 197 SF 15 14 A-3 CITY OF NEWPORT BEACH AREA 111 RR 68SF - - A-3 NEWPORT BEACH FIRE 112 RR 62 SF - - A-3 STATION NO. 1 & LIBRARY 113 RR 62 SF - - A-3 114 JAN 57 SF - - A-3 110 E BALBOA BLVD 115 WORK AREA 160SF 15 11 A-3 NEWPORT BEACH, CA 92661 116 SORT 20 SF 100 1 A-3 117 KITCHEN 86 SF 15 6 A-3 CITY CONTRACT NO. C-8865-' 118 STOR 60 SF 100 1 A-3 119 OFFICE 113 SF 50 3 A-3 120 TELCOMM 98 SF 1 300 1 1 1 S-2 Po LIBRARY LIBRARY FIRST FLOOR N.S.F.*: 3,278 S.F. 103 CORE AREA: 301 S.F. LIBRARY FIRST FLOOR G.S.F.'*: 3,729 S.F. 0 EGRESS NOTES v 1. ROOMS LISTED WITH NO OCCUPANT LOADS ARE CONSIDERED ACCESSORY cg1-1Fo L USES. 2. GRADE LEVEL AREAS DESIGNATED AS EXIT DISCHARGE COMPONENTS FOR BUILDING SHALL BE PERMANENTLY MAINTAINED, SUCH AREAS SHALL NOT BE DESCRIPTION: DATE: DEVELOPED OR OTHERWISE ALTERED IN THEIR CAPACITY TO PROVIDE CONTINUOUS, UNOBSTRUCTED AND UNDIMINISHED MEANS OF EGRESS FOR THE BUILDING OCCUPANT. IF SUCH AREAS ARE SOLD INDEPENDENT OF THE BID SET 12/15/211 BUILDING THEY SERVE, AN EXIT DISCHARGE COMPLYING WITH THE REQUIREMENTS OF SECTION 1006 SHALL BE PROVIDED FOR THE BUILDING. 3. EGRESS DOORS SHALL BE READILY OPERABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 4. MAXIMUM EXIT ACCESS DISTANCE SHALL BE NO FURTHER THAN 250FT. 5. ACCESSIBLE ROUTES REQUIRED SHALL COMPLY WITH EACH OF THE FOLLOWING: A. COINCIDE WITH OR BE LOCATED IN THE SAME AREA AS GENERAL CIRCULATION PATHS. B. LOCATED WITHIN BUILDING INTERIOR WHERE GENERAL CIRCULATION PATHS ARE INTERIOR. C. NOT PASS THROUGH KITCHENS, STORAGE ROOMS, RESTROOMS, CLOSETS, OR SIMILAR SPACES UNLESS SERVING THOSE SPACES. 6. THE OPERATION OF THE GENERATOR IS FOR EMERGENCY PURPOSES AFTER A POWER FAILURE OR SIMILAR EVENT PURSUANT TO SECTION 36.417 OF THE COUNTY NOISE ORDINANCE. 7. ACCESSIBLE RESTROOMS 111, 112, 113, AND 1102 ON THE FIRST FLOOR SHALL COMPLY WITH ALL ACCESSIBLE REQUIREMENTS AND NOTES ON DETAILS A3/T-3 AND D3/T-3. LAVATORIES SHALL COMPLY WITH DETAILS C1/T-4 AND C2/T-4. 8. EVERY ROOM OR SPACE WHICH IS USED FOR ASSEMBLY, CLASSROOM, DINING, DRINKING, OR SIMILAR PURPOSES HAVING AN OCCUPANT LOAD OF 50 OR MORE SHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A CONSPICUOUS PLACE NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THE ROOM. WALL LEGEND 0 2x4 STUD WALL - 1/2 HOUR WALL - EXTEND TO STRUCTURE ABOVE PER ASSEMBLY REQUIRED FOR CONTINUITY OF FIRE RESISTIVE CONSTRUCTION O 2x6 STUD WALL O 2x6 STUD WALL - 1 HOUR WALL - EXTEND TO STRUCTURE ABOVE PER ASSEMBLY REQUIRED FOR CONTINUITY OF FIRE RESISTIVE CONSTRUCTION 0 2x8 STUD WALL LINE OF WALL BELOW EGRESS LEGEND 000000001111111► PATH OF TRAVEL EXIT SIGN, SEE ELECTRICAL DRAWINGS AND ® TACTILE EXIT SIGN PH PANIC HARDWARE, SEE DOOR SCHEDULE Lu 101 ROOM # a A-3 OCCUPANCY 1,234 SF AREA 0 0 1:15 OCC. LOAD FACTOR 5 OCCUPANTS FIE FIRE EXTINGUISHER FLOOR/CEILING - 1 HR RATED (UL DESIGN NO. UL 1-570) A-3 B S-2 PROJECT NUMBER: 230101 SHEET TITLE: FIRST FLOOR EGRESS PLAN SHEET NUMBER: A0m1 1 2 (5 Q7 13 OCCUPANCY LOAD CALC E-O ARCH/T ROOM LOAD NUMBER DESCRIPTION SQ. FT. FACTOR OCCUP CLASS 018 23 1200 PATIO 71 SF 0 - R-2 REN. 09/30/27 1201 EXIT HALLWAY 251 SF 0 - R-2 1202 BUNK 107 SF 200 1 R-2 sTgTF OF CAUFO�\ 1203 BUNK 137 SF 200 1 R-2 1204 BUNK 106 SF 200 1 R-2 1205 BUNK 133 SF 200 1 R-2 1206 RR 78 SF 0 - R-2 1207 FLEX 135 SF 200 1 R-2 1208 RR 61 SF 0 - R-2 1209 EXIT STAIRS 111 SF 0 - R-2 coar 1210 STOR 18SF 0 - R-2 DESIGN GROUP 1211 LAUNDRY / JAN 79 SF 200 1 R-2 1212 KITCHEN / DAY ROOM 667 SF 200 4 R-2 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 1213 PATIO 2 191 SF 0 - R-2 619.698.9177 I www.coargroup.com FIRE STATION SECOND FLOOR N.S.F.*: 1,381 S.F. 10 CORE AREA: 760 S.F. 3 FIRE STATION SECOND FLOOR G.S.F.**2,145 S.F. 13 *N.S.F.: AREA NOT INCLUDING CORRIDORS, STAIRWAYS, TOILET ROOMS, MECHANICAL - ROOMS AND CLOSETS. **G.S.F.: AREA WITHIN THE INSIDE PERIMETER OF THE EXTERIOR WALLS, EXCLUSIVE OF VENT SHAFTS AND COURTS, WITHOUT DEDUCTION FOR CORRIDORS, STAIRWAYS, RAMPS, CLOSETS, THE THICKNESS OF INTERIOR WALLS, COLUMNS OR OTHER FEATURES. PROJECT: A 34" EXIT WIDTH PROVIDED -- will_ CITY OF NEWPORT BEACH (: DL ------ D1 1 SECOND FLOOR EGRESS PLAN A0.2 SCALE: 1/8"= 1'-0" NEWPORT BEACH FIRE B STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 Pp� EGRESS NOTES v s 1. ROOMS LISTED WITH NO OCCUPANT LOADS ARE CONSIDERED ACCESSORY USES. C'9/./FOFL 2. GRADE LEVEL AREAS DESIGNATED AS EXIT DISCHARGE COMPONENTS FOR BUILDING SHALL BE PERMANENTLY MAINTAINED, SUCH AREAS SHALL NOT BE DEVELOPED OR OTHERWISE ALTERED IN THEIR CAPACITY TO PROVIDE CONTINUOUS, UNOBSTRUCTED AND UNDIMINISHED MEANS OF EGRESS FOR DESCRIPTION: DATE: THE BUILDING OCCUPANT. IF SUCH AREAS ARE SOLD INDEPENDENT OF THE BUILDING THEY SERVE, AN EXIT DISCHARGE COMPLYING WITH THE BID SET 12/15/25 REQUIREMENTS OF SECTION 1006 SHALL BE PROVIDED FOR THE BUILDING. 3. EGRESS DOORS SHALL BE READILY OPERABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 4. MAXIMUM EXIT ACCESS DISTANCE SHALL BE NO FURTHER THAN 250FT. 5. ACCESSIBLE ROUTES REQUIRED SHALL COMPLY WITH EACH OF THE FOLLOWING: A. COINCIDE WITH OR BE LOCATED IN THE SAME AREA AS GENERAL CIRCULATION PATHS. B. LOCATED WITHIN BUILDING INTERIOR WHERE GENERAL CIRCULATION PATHS ARE INTERIOR. C. NOT PASS THROUGH KITCHENS, STORAGE ROOMS, RESTROOMS, CLOSETS, OR SIMILAR SPACES UNLESS SERVING THOSE SPACES. 6. THE OPERATION OF THE GENERATOR IS FOR EMERGENCY PURPOSES AFTER A POWER FAILURE OR SIMILAR EVENT PURSUANT TO SECTION 36.417 OF THE COUNTY NOISE ORDINANCE. 7. ACCESSIBLE RESTROOMS 111, 112, 113, AND 1102 ON THE FIRST FLOOR SHALL COMPLY WITH ALL ACCESSIBLE REQUIREMENTS AND NOTES ON DETAILS A3/T-3 AND D3/T-3. LAVATORIES SHALL COMPLY WITH DETAILS C1/T-4 AND C2/T-4. 8. EVERY ROOM OR SPACE WHICH IS USED FOR ASSEMBLY, CLASSROOM, DINING, DRINKING, OR SIMILAR PURPOSES HAVING AN OCCUPANT LOAD OF 50 OR MORE SHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED IN A CONSPICUOUS PLACE NEAR THE MAIN EXIT OR EXIT ACCESS DOORWAY FROM THE ROOM. WALL LEGEND - - - L o 2x4 STUD WALL - 1/2 HOUR WALL - EXTEND TO STRUCTURE ABOVE PER ASSEMBLY REQUIRED FOR CONTINUITY OF FIRE RESISTIVE CONSTRUCTION O 2x6 STUD WALL ' ® 2x6 STUD WALL - 1 HOUR WALL - EXTEND TO STRUCTURE ABOVE PER ASSEMBLY REQUIRED FOR CONTINUITY OF FIRE RESISTIVE CONSTRUCTION I I � 0 2x8 STUD WALL I I I I � LINE OF WALL BELOW PROJECT NUMBER: 1 2 4 8 1 3 230101 EGRESS LEGEND SHEET TITLE: ■■■■■■■■► PATHOFTRAVEL ® EXIT SIGN, SEE ELECTRICAL DRAWINGS AND TACTILE EXIT SIGN PH PANIC HARDWARE, SEE DOOR SCHEDULE Lu 101 ROOM # A-3 OCCUPANCY 1,234 SF AREA 0 1:15 0 OCC. LOAD FACTOR 5 OCCUPANTS FIE FIRE EXTINGUISHER FLOOR/CEILING - 1 HR RATED (ESR-1153) STC / IIC (TJ-4035) ■ R-2 S-2 SECOND FLOOR EGRESS PLAN SHEET NUMBER: AOm2 02 41 13.1326-V III III ��1il��l-III I III ICIII� I h III III III h�l III III�III-III- III III f11 1 alIII III IN I II I II I 1 II I�I1-I fI -ill I I� -III III IIIt111 111Y::::::111 02 41 13.635 - III -III -I N-I I I III III III I�� III III �� III -III -III �I 1 1� IIIIIIIIIIIIIIIIII11�11-I III III_ _ u; > 02 41 13.Al -� cn 02 41 13.1332 - - - III � I I I I1�1 �I I h ,II IIIIIIII 02 41 13.1321 - - 02 41 13.1320- • I I I I 1=1 -"„ II�IIIIIII ;I 1 - III IIIIIIIII D1 1 DEMO SITE PLAN A1.1 SCALE: 1" = 10'-0" ;1- 24113.B38 EXISTING NEWPORT FIRE STATION AND LIBRARY TO__;1 BE DEMOLISHED 02 41 13.A6 , -11 E BUILDING (E) BUILDING -- -- --,>i � ( ) L-' NOT IN SCOPE NOT IN SCOPE -;",;��; LLL III III f III=III=1 1I ICI I ILLY-III r>�-I IJI� l Ji�I- I I ,-,. , , ,,• -,�, 0_2.4: 1 � 13. :�B.2 &,=-.°ICI-C,.•'' ._ ;_' ;,_,.,_,:-,._� ;,', __. ; =,\� III III-�I I -I- •• ,, II II II--III III--I I II IIII - II I I �I III ICI �I N III ITr I �II I I I-III II �I ICl I -I III-I �I I-IIII I I ILIUIIII III III I 1111 I . " .=2III III ;--II-I- -I I---�- - - --- III III 111 Tlfi� I III I�f�11 III III _, _ � .•-.'_ a_., .',' :,_. ,_ _.,_,..'_,._,•_ •.�_ ._'_ _ _ - III III III -III III-III-III-III-III-III-III-III-III-III-III-III-III-III-�f I -III -III -I I hI I I -III -III -III III I III -III -III I 11=III=II=III=III=III=III=III=III=III=III=III=III=III=III=111=N� III=III=III=111�11=III=III=III=III �'; -�-,�::-°:`-".�:•";-`•-:�'-=�.-=•"-�::��.�`--•- `��":-::��°-,_-'`-=`=;�::,-'.,- ,..- I=1 �� •�.:-II_III�II II I -III III III III III III III III III III III III III III III -III -I I -III-III-I I -III 111� Ifi III .. . �N I a-H-I I I -III III I I III III III III I III III III III III III III I I III III III III III III III III I , , � ' „- � ' : �. � -. ,, ; •., \ -III III I I ICI I 1 fi11T 024113.B28,,`- II III III -TIHill ;� .." �:,-'.; `,�,.�'•"., ,:,::. *,,, .V•,`, 4'1,,,'';,,,• CONSTRUCTION NOTES �'E_O ARC1,//T 02 41 00.A4 REMOVE EXISTING CONSTRUCTION 0241 13.A6 EXISTING SECURITY FENCE TO REMAIN, PROTECT IN PLACE 0241 13.A10 EXISTING FIRE HYDRANT TO REMAIN, PROTECT IN PLACE, SEE CIVIL 0241 13.A14 EXISTING CAPACITOR BANK TO BE RELOCATED, SEE CIVIL 018 23 02 41 13.B5 REMOVE ASPHALT PAVING, SEE CIVIL REN. 09/30/27 0241 13.136 REMOVE CONCRETE WALK, SEE CIVIL sTgTF 0241 13.B10 REMOVE FENCE OF CAUFO��\P 0241 13.1317 REMOVE EXISTING TRASH ENCLOSURE 0241 13.1320 REMOVE EXISTING BENCH 0241 13.1321 REMOVE EXISTING FLAG POLE 0241 13.1324 REMOVE EXISTING BOLLARD, REPLACE PER SCE PLANS - SEE CIVIL 0241 13.1326 REMOVE EXISTING FIRE HYDRANT, SEE CIVIL cDar 02 41 13.1328 REMOVE EXISTING PLANTER 0241 13.1329 REMOVE EXISTING SITE SIGNAGE 0241 13.1331 REMOVE EXISTING TRASH CAN DESIGN GROUP 0241 13.1332 REMOVE EXISTING BOOK DROP CONTAINER 9640 GRANITE RIDGE DR, SUITE 130 0241 13.1333 REMOVE EXISTING STRIPING SAN DIEGO, CA92123 619.698.9177 I www.coargroup.com 0241 13.1334 REMOVE EXISTING BLOCK WALL 0241 13.1335 REMOVE PAINT FROM EXISTING CURB 0241 13.1336 REMOVE EXISTING STAIR 02 41 13.1337 REMOVE EXISTING GENERATOR. CONTRACTOR TO SALVAGE AND RETURN GENERATOR TO CITY 0241 13.1338 REMOVE EXISTING MAIN SWITCHBOARD 02 41 19.A48 EXISTING SCE EASEMENT, SEE ELECTRICAL PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DEMO NOTES FOR ADDITIONAL INFORMATION, SEE CIVIL EXISTING CONDITIONS PLAN 2. DEMOLISH CURBS AND HARDSCAPE PER CIVIL AND AS INDICATED ON ARCHITECTURAL PLAN, NOT TO EXCEED LIMIT OF WORK. 3. PRESERVE AND PROTECT EXISTING SITE UTILITIES AS INDICATED BY C -%4ftmmw- CIVIL DRAWINGS. I 1tIFORN� 4. PRIOR TO ANY DEMOLITION ACTIVITIES, REFER TO ASBESTOS AND LEAD SURVEY REPORT FOR GUIDELINES ON HANDLING AND THE KNOWN PRESENCE OF ASBESTOS, LEAD -BASED PAINT, MOLD, OR ANY OTHER HAZARDOUS MATERIALS. 5. DEMOLISH THE BUILDING AND ASSOCIATED UTILITIES COMPLETELY, BOTH ABOVE AND BELOW GRADE. REFER TO AS -BUILT DRAWINGS FOR ADDITIONAL SCOPE INFORMATION. 6. REMOVE ALL TREES AND PLANTING ON SITE. TREE REMOVAL TO INCLUDE STUMP GRINDING PER SITE CLEARING SPECIFICATIONS. DEMO LEGEND PROPERTY LINE EXISTING TO REMAIN I -� (E) TREE TO BE REMOVED (E) ASPHALT TO BE REMOVED ' 11 (E) CONCRETE TO BE REMOVED (E) PLANTING / MULCH TO BE REMOVED I (E) ASPHALT TO REMAIN (E) CONCRETE TO REMAIN II II II II II II II II (E) PLANTING / MULCH TO REMAIN DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: SITE PLAN - DEMO SHEET NUMBER: Al ■ 03 30 OO.A2 E. BAY AVE. CONSTRUCTION NOTES SED ARC y/TF` -......... - II III--IIIIII III--_IIIIII III--IIIIII III--_IIIIII III ._ • - '- -_ - I -III I--IIIIII III--IIIIII III--IIIIII III--IIIIII III--IIIIII III -�IIIIII��-fI1I-iI �-�IlIIII -�-IIJII --III --IIIIII III--IIIIII III III--IIIIII III H+-�'IIII III--IIIIII III--IIIIII III--IIIIII III--IIIIII III--IIIIII III--IIIIII III--IIIIII III--III III--III III--III III--III III---III III--III III--III .III--I_II III--III III--III III--III I- I I I--III III "" < • 111 0105 OO.E1 BUILDING ENTRANCE0107 13.B1 °°°°°-III I IIIII III II_ III0107 13.131 TRUNCATED DOME DETE TABLE WARNING SURFACE, SEE CIVIL DETAILS ,t ° °°° °sa00000° - -8 o a 23 _ _ _ _ _, - • _ _ _ _ _ _ _ _ _ _ _ _ , _ _ _• _ _ _ _ REN. 0 02 41 13.A6 EXISTING SECURITY FENCE TO REMAIN, PROTECT IN PLACE 7 IN PLACE 02 41 13 A18 EXISTING CONCRETE WALK TO REMAIN, PROTECT m m 02 41 13.1327 REMOVE AND REPLACE PORTION OF SIDEWALK F OF- CAUF� _ - - - Q = I -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III III -I - III -III -III -III -III -III -III -III -III -III -III -III -III -III -I -III -III-III-III-III-III-I - - - III -I 02 41 19.A48 EXISTING SCE EASEMENT, SEE ELECTRICAL 33 41 OO.AS - - 03 30 OO.A1 CONCRETE CURB, SEE CIVIL III -III -III I -III -III -I ° I -III -III -I 33 41 oo.A4 • " - III -I - I -III -I 03 30 OO.A2 CONCRETE CURB CUT FOR DRIVEWAY 26 56 19.A4 - - - III -III -III ° - . ' •`" - - - - E - - - I I -III -III -I - - - = - " • � " .• � - - . - I I -III -III -I I - - t, - - . - - - - - - �-I I I I 03 30 OO.C1 CONCRETE PAD FOR TRANSFORMER, SEE ELECTRICAL - - I I III III I - - - -' , - - - . - ' - - III III III - - - - -' - . ,_ . � � ,• - - - III I I III - - - ' . - -- • - . , ,_ - - =III _= 1 = = = 03 30 OO.C2 CONCRETE PAD FOR CAPACITOR BANK, SEE ELECTRICAL /. 26 05 43.A1 B1 - - - - - , A1.5 - - - - - - - - 03 35 33.A1 STAMPED CONCRETE TYPE 1, SEE FINISH SCHEDULE - - -_' -, �, • �, :-� _ _ _•�_"-11-111-111-11-'- •-" _• "_• -�_- _- //•-. ,-. - ' 03 35 33.A2 STAMPED CONCRETE TYPE 2, SEE FINISH SCHEDULE DESIGN GROUP III III I-2 HIGH, 8CMU WALL, SEE CIVIL C2.204 20 OO.A5 5 -III-III -III-III -III-III I / 0512 OO.A4 STEEL COLUMN W/ WOOD CLADDING TO MATCH SIDING 9640 GRANITE RIDGE DR, SUITE 130 - � 06 20 00E2 LINE OF WOOD TRELLIS ABOVE SAN DIEGO, CA92123 619.698.9177 1 www.coargroup.com I 07 62 0011 DOWNSPOUT • � . , � / / � 07 62 0012 DOWNSPOUT SEE D3IA7 9 AN D D4/A7.9 - / I 10 75 OO.A1 30' FLAGPOLE, SEE C3/A1.6 '• PUBLIC PARKING 1 (13) SPACES. 02 41 19.A48 0000 11 15 OO.A1 KNOX BOX 03 30 00.A2 I r- - / / I" � / I � I , '" 1130 00.131 BOOK RETURN DROP ON CONCRETE PAD • �, , cep � ' r -• T O _ - _ 1214 OO.A1 ENTRY PLAZA ART BENCH SCULPTURE BY OWNER, CONTRACTOR TO �i * PROVIDE INSTALLATION AND ATTACHMENT TO PAVING rL 0 Al C4 ' 26 56 19.A4 ' ' ' _ - _ . / / _ '- - _ r 26 05 43.A1 VEHICLE CHARGING EQUIPMENT, EV CHARGING EQUIPMENT BY OTHERS. / • , z . ' Al..4 A1.5 " • , r DELWERY TRUCkC,LOADING �; I PROVIDE CONDUIT AND CAP ONLY, SEE Al/A1.6 - - c , • 26 32 13.13.A1 GENERATOR, SEE ELECTRICAL 32 31 19.A2 32 31 11.A2 • / • , 32 90 OO.A1 w 26 5619.A4 m { 32 31 19.A3 111 30 OO.B1 - 32 33 OO.A1. e. / I �02 41 13.A18 26 3213.13.A2 GENERATOR SERVICE DISTRIBUTION BOARD, SEE ELECTRICAL e 26 56 19.A4 EXTERIOR LED STREET LIGHT, SEE ELECTRICAL 200-A/E3.5 j- - 26 56 19.A4 0 - I 32 12 16.A1 ASPHALT STRIPING, SEE CIVIL - - _7L� - Y_ -_ •. --` -•- • , � i � � 32 17 10.A1 PRECAST CONCRETE WHEEL STOP, SEE B3IT-8 A2 = _ - _ _ �• _ - _ _ - - - - _ _ _ _ _ _ A1.5 - _ _ - . III III III III III III - • - - ' - - - - - - - - III III � I' III u' III III III III III III 32 31 11.A2 VEHICULAR DETECTOR EXIT LOOP, SEE ELECTRICAL TRASH 32 31 19.A2 6' HIGH DECORATIVE FENCE SEE B21A1.6 -III-III-III-III-III-III-III-I -I l2 511-III III- /F _ G ENCLOSURE 2 3 31 19. A3 3' 0" HIGH = 3 " J H DECORATIVE FENCE, SEE B3/A1.6 J 32 39 13.A2 ®III 32 33 OO.A1 BIKE RACK, SEE D2/A1.6 _ o _ i - - - °O - 0 03 30 00.C2 32 33 OO.C1 TRASH RECEPTACLE T t - , - t / 0 32 3913.A1 NEW REMOVABLE BOLLARDS, SEE ELECTRICAL 3/E3.3 32 39 13A2 FIXED BOLLARD SEE C2IA1 6 07 62 OO12, 2 2 1 .1 .A2 / I - / "I ' 32 90 OO.A1 NEW TREE, SEE LANDSCAPE PROJECT 63 3 3 o ", / - • -, �- . ' - 33 41 OO.A2 =III= li 10 75 OO.A1 3311 16.A1 BACKFLOW PREVENTER, SEE CIVIL / -32 31 11.A2 I' =III I a as O r o 1 1" - - - 32 1710.A1 _ - - �a0 3311 16.A2 FIRE HYDRANT �f 03 30 00.C1 CITY OF NEWPORT BEACH 1" ' •/ "' � i ° i i I •" 41 .A1 STORM DRAIN SEE CIVIL , 33 00 S 0 S 3 30 OO.A1 ° / 12 14 OO.A1 32 39 13.A1 33 41 OO.A2 FOX DRAIN SEE CIVIL AND PLUMBING Ell M / 32 3913.A1 SECURE PARKING, TYP ' 33 41 OO.A3 TRENCH DRAIN AND ADA RATED GRATE, SEE CIVIL NEWPORT BEACH FIRE / ,'' - _ 04 20 OO.A5 3341 OO.A4 MODULAR WETLAND, SEE CIVIL STATION NO. 1 & LIBRARY (3) SPACES ,7=7 - - - , - 33 41 OO.AS MANHOLE SEE CIVIL 2632 13.13.A1 41 110 E BALBOA BLVD - 33 00.A 5 NEWPORT BEACH, CA 92661 A: 9.0' -_ - B: 9.3' 1111 �I 1111 = ao 06 20 OO.E2 - - -- 32 33 oo.c1 III III NOTES CITY CONTRACT NO C 8865 1 / IIIIII 1=. = 1. FOR ADDITIONAL INFORMATION, SEE CIVIL Wpm - - =r1 - C3 11= =111 32 31 19.A 11=1 1 A1.5 2. FIRE APPARATUS ACCESS ROAD OBSTRUCTION: AUTOMATIC GATES , <C 1=111=1=11 11 15 OO.A1 =1 1=11 SHALL BE PROVIDED WITH BOTH AN OPTICOM DETECTION SYSTEM AND Q 1- I -I o " - - - 02 41 13.A6 A KNOX KEY SWITCH OVERRIDE. PROVISIONS SHALL BE TAKEN TO 33 11 16.A1 I I'I- - - OPERATE THE GATE UPON THE LOSS OF POWER. 11 32 33 OO.C1 n _ 07 62 00.F1 III=11 h V 1111-1 1 I=11 0105 OO.E1 3. AT ALL DOORWAYSVE RIFY ERIFY SET LEVEL OF CONCRETE. 4. DIMENSIONS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY. C�9 NAP REFER TO CIVIL DRAWINGS FOR LOCATION COORDINATES. II III III III I _ 11 I I 1=III-11- I I 5. ACCESSIBLE ROUTE FROM PARKING AND PUBLIC RIGHT OF WAY SHALL 07 62 OO.F1 = = 03 35 33.A2 NOT EXCEED 1.5% CROSS SLOPE AND SHALL HAVE MAXIMUM SLOPE IN DESCRIPTION: DATE: 1 1=111--1 - 11 THE DIRECTION OF TRAVEL OF LESS THAN 4.5%. 32 90 OO.A1 11 11 03 35 33.A1 BID SET 12/15/25 6. CONTRACTOR TO PROVIDE ALL REQUIRED TRENCHING AND 1 - CONNECTIONS TO EXISTING UTILITIES U.O.N. - SEE CIVIL, PLUMBING, AND ELECTRICAL DRAWINGS. 1-1-�1 1 11 05 12 OO.A4 (E) BUILDING (E) BUILDING �i 15-1 NOT IN SCOPE NOT IN SCOPE 7. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. I=III-III-III SIDE YARD SETBACK 8. PATCH AND REPAIR EXISTING STREET AS REQUIRED AFTER = - =vi0105 OO.C4 INSTALLATION OF NEW UTILITIES . I III III �I�I L II =' = 9. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER uj � �' � III=III=III 111II1 111 I� THAN 1:20. (11B-403.3) a 33 11 16.A2 11 � 10. THE RUNNING SLOPE OF SIDEWALKS SHALL NOT EXCEED THE GENERAL Z III 1 , GRADE ESTABLISHED FOR THE ADJACENT STREET OR HIGHWAY. (11B-403.3, EXCEPTION) SIDE YARD SETBACK T = =i 11. THE CROSS SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER III- -� B3 THAN 1:48. (11B 403.3) ;- II III III II1 I1=II A1.5 coar 11-I 1-I- (11B-403.5.1, EXCEPTION) 33 41 OO.A1 = - I ff- - - - - - - - - - - - - I I III I I I I -• _' _ , , „ I ICI I II I I I I 13. CONTRACTOR TO PROVIDE A DETECTABLE WARNING PRODUCT SAMPLE ° III -III TO THE BUILDING INSPECTOR FOR APPROVAL OF COLOR CONTRAST ' II III III II1 •"• . \ C 9 2 =1 I11 1111 11 DE YARD SETBAC�I WITH FINISH SURFACE III=III=11 D • 9.511 14. ESTABLISHED GRADE IS CALCULATED AT 9.25' (SEE C1.6). _ Ti Ti 33 41 00.A1 LEGEND PROPERTY LINE ■ ■ ■ ■ ■ ■ ■ ACCESSIBLE PATH OF TRAVEL + TREE, SEE LANDSCAPE (E) SCE EASEMENT (E) ASPHALT (E) CONCRETE (E) PLANTING / MULCH CONCRETE STAMPED CONCRETE TYPE 4 STAMPED CONCRETE TYPE 5 - - - - PLANTING / MULCH PLAYGROUND CMU WALL x# GATE NUMBER PROJECT NUMBER: 230101 SHEET TITLE: SITE PLAN SHEET NUMBER: Al m2 D1 SITE PLAN A1.2 SCALE: 1" = 10'-0" E. BAY AVE. 41 III III III III III III III III III III III III III III III III III III III III II III=1 ik III III —I I =11=1 =1 =1 =1 =1 =11 =1 1= III=1 III=1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 1 =1 I III III III III �- - - , , I III III III III III III I I I�f1-�I I I--�Ja III I I I� III I I III III III III III III III III III III III III III III III III III III III III III I I - ., � _, � _ - -,_, - - . , (E) BUILDING NOT IN SCOPE CONSTRUCTION NOTES NOTES 1. FOR INTERIOR FURNITURE PLAN, SEE A2.9 AND A2.10 2. FOR FURNITURE SCHEDULE, SEE A6.6 AND A6.7 LEGEND PROPERTY LINE TREE, SEE LANDSCAPE (E) ASPHALT (E) CONCRETE (E) PLANTING / MULCH CONCRETE IIIIIIIIIIIIIIIIIIIIIIIIIiiiilrira ■ i�00000000000 . n00000000000� STAMPED CONCRETE ■ TYPE 5 i�00000000000�� n00000000000�� i�00000000000� III III III III PLANTING / MULCH ;o:❖:❖:❖:❖:❖:❖:❖: PLAYGROUND ��SED ARC,,j/T G Y R E 018 23 REN. 09/30/27 sTgTF OF CAUFO��P coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 1 PROJECT NUMBER: 230101 SHEET TITLE: SITE PLAN - FURNITURE PLAN SHEET NUMBER: Al m3 D1 SITE PLAN - FURNITURE PLAN A1.3 SCALE: 1" = 10'-0" B4 0 A 1.4 0 Al 1 ENLARGED SITE PLAN - TRASH ENCLOSURE All .4 SCALE: 1/4"=1'-0" III III III I'• '. e � � - • O•... Q GENERATOR - =� 0 : (V 30 OO.A1 32 3913.A1 :. TYP. 10'-4 =III III III III III III III III III III 1=III=III=III=III-III=III=III=III=III=1 B1 1 ENLARGED SITE PLAN - GENERATOR All .4 SCALE: 1/4"= 1'-0" CONCRETE WALL J BOLT, NUT AND WASHEI EMBEDMENT - SOLID GRC 4"x4" GALV STEEL TUBE 2"x3" GATE STOP WELDEI STEEL AT THIRD POINTS HEAVY DUTY HINGE 3x3x TUBE STEEL FRAME 18 GA 1 1/2" THICK METAL DECK LL CORNERS. WELD AND MOOTH. GALVANIZE ALL _... _ ..FTER FABRICATION. DO NOT WELD GALVANIZED ITEMS. 30 OO.A5 30 OO.A4 10'-6" I I T I II II II II II II II c\I II � II II I I 07 62 OO.F2 22 04 OO.A4 B2 1 ENLARGED SITE PLAN - TRASH ENCLOSURE ROOF PLAN Al .4 SCALE: 1 /4" = 1'-0" c c c c 1/4" PLATE LATCH HOOK 3/4" ID GALVANIZED STEEL PIPE, TYPICAL (DO NOT PAINT) 3/4" GALVANIZED STEEL ROD (DO NOT PAINT) FINISHED GRADE 3/4" ID STEEL PIPE WITH FULLY WELDED END CAP, HOT DIP GALVANIZED A3 1 BUILDING SECTION - TRASH ENCLOSURE Al .4 SCALE: 1 /4" = 1'-0" B3 NORTH ELEVATION - TRASH ENCLOSURE Al .4 SCALE: 1 /4" = 1'-0" J BOLT WITH NUT AND WASHER - 8" MIN. EMBEDMENT - SOLID GROUT EMBEDDED POST w 0 0 +_ co z 0 J w m LISHED GRADE -0' - 4" A4 1 EAST ELEVATION - TRASH ENCLOSURE All .4 SCALE: 1 /4" = V-0" B4 1 WEST ELEVATION - TRASH ENCLOSURE Al .4 SCALE: 1/4"= 1'-0" 07 62 0011 0' - 0" ESTABLISHED GE -0' - 4" CONSTRUCTION NOTES 03 30 OO.A1 CONCRETE CURB, SEE CIVIL 03 30 00.A4 CONCRETE WALL 03 30 00.A5 CONCRETE CURB AT TRASH ENCLOSURE, REFER TO STRUCTURAL DETAIL 15/S4.1 03 30 00.B1 LINE OF WALL BELOW 07 62 0011 DOWNSPOUT 07 62 00.F2 DOWNSPOUT, SEE D3/A7.9 AND D4/A7.9 07 62 0013 GUTTER 22 04 OO.A1 SANITARY WASTE AND VENT PIPING 22 04 OO.A2 FLOOR DRAIN, SEE PLUMBING 22 04 00.A4 VENT THROUGH ROOF, SEE PLUMBING 22 04 OO.H1 SHUT OFF VALVE, SEE PLUMBING 22 04 OO.J1 HOSE BIBB 22 40 00.F2 CLEANOUT, SEE PLUMBING 26 32 13.13.A1 GENERATOR, SEE ELECTRICAL 26 32 13.13.A2 GENERATOR SERVICE DISTRIBUTION BOARD, SEE ELECTRICAL 32 31 19.B1 SECURITY FENCE 32 31 19.D1 PERSONNEL GATE 32 39 13.A1 NEW REMOVABLE BOLLARDS, SEE ELECTRICAL 3/E3.3 LEGEND ww�llll PROPERTY LINE ■ ■ ■ ■ ■ ■ ■ ACCESSIBLE PATH OF TRAVEL + TREE, SEE LANDSCAPE (E) SCE EASEMENT (E) ASPHALT (E) CONCRETE - - - - (E) PLANTING / MULCH CONCRETE STAMPED CONCRETE TYPE 4 STAMPED CONCRETE TYPE 5 = PLANTING / MULCH ARCy/\ ,k �t 018 23 REN. 09/30/27 sTgTF OF CAUFO��P cDar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 po 1- V c'9t/FpFtN`P DESCRIPTION: DATE: I BID SET 12/15/25 1 PROJECT NUMBER: 230101 SHEET TITLE: ENLARGED SITE PLANS AND SITE DETAILS SHEET NUMBER: PAlA TRASH ENCLOSURE - GATE DETAIL SCALE: 1 1 /2" = 1'-0" C2 TRASH ENCLOSURE - CANE BOLT DETAIL A A SCALE: 1" = 1'-0" C3 TRASH ENCLOSURE POST HOLE DETAIL A A SCALE: 1 /2" = 1 '-0" C4 SOUTH ELEVATION - TRASH ENCLOSURE A A SCALE: 1 /4" = 1'-0" gIt .................... PLAYGROUND Al m4 18'-0" TYP. 26 56 19.A4 IIIIII IIIIIIIIII �- IIIIII IIIIII�III`. IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIII=III=1 -III-III -III-II III - - - -. - - - -. -- I II I II I IIIII I IIIII I II -I IIIII I IIIII I III11 �,I II d _ •- - _ - - - - - -III-III-III : - - - III -III -III � _ 26 05 43.A1 00 3'-0 0000000000000000 zo ,0000000000000000 . 00 -32 1710.All ' TYP.:. f - l0713.A3' 18'-0" 000000000000000 IIIIIIIIIIIIIIIIIIIIIIod 16'-8" " 11111111111111111111111111- II - - �- .. - _•- . -. _ - � - - -. i it l Ii i it l Ii i it l Ii i it l li I I II I II I II B1 ) ENLARGED SITE PLAN - ACCESSIBLE PARKING & EV CHARGING � A1.5 SCALE: 1 /4" = V-0" 3231 1 56 19.A1 TYP. C 0 10 14 00.L3 107 13.131 20 OO.A5 A2 1 ENLARGED SITE PLAN - GATE A1.5 SCALE: 1/4"= 1'-0" STRUCTURAL STEEL COLUMN, SEE STRUCTURAL STRUCTURAL STEEL COLUMN COVER, SEE DETAIL C4/A7.14 STAMPED CONCRETE TYPE 1, SEE FINISH SCHEDULE b 0 o 0 I- CONCRETE FOOTING, SEE STRUCTURAL B2 1 GRADE BEAM - SITE DETAIL A1.5 SCALE: 1" = l'-0" B3 ) ENLARGED SITE PLAN - SIDEWALK A1.5 SCALE: 1/4" = V-0" 2 OO.A1 20 OO.E2 05 OO.C4 62 OO.F1 12 OO.A4 i ►•i y i' ►i d; STAMPED CONCRETE 1, SEE FINISH SCHEDULE ° 5-2" HIGH, 8" CMU WALL, SEE CIVIL C2.2 CONCRETE FOOTING, SEE CIVIL ° d° a _ d ' ° A4 CMU WALL - SITE DETAIL A1.5 SCALE: 1" = 1'-0" CONSTRUCTION NOTES _O ARCy/T � �G A fry 0105 OO.C4 LINE OF ROOF ABOVE FFR�Y 01 0713.A3 VAN ACCESSIBLE PARKING STALL, SEE D1/T-8 01 0713.B1 TRUNCATED DOME DETECTABLE WARNING SURFACE, SEE CIVIL DETAILS AND T-8 o1a 23 01 64 OO.A1 SCULPTURE BENCH, SEE FF&E SCHEDULE REN. 09/30/27 03 30 OO.A1 CONCRETE CURB, SEE CIVIL sTgTF 03 30 OO.E1 CONCRETE FOOTING, SEE STRUCTURAL OF CAUFO��\P 03 30 OO.E2 CONCRETE FOOTING, SEE CIVIL 03 30 OO.E3 CONCRETE FOOTING BELOW, SEE PLAYGROUND INFORMATION 03 35 33.A1 STAMPED CONCRETE TYPE 1, SEE FINISH SCHEDULE 04 20 OO.A5 5'-2" HIGH, 8" CMU WALL, SEE CIVIL C2.2 0512 OO.A1 STRUCTURAL STEEL COLUMN, SEE STRUCTURAL cDar 0512 OO.A2 STRUCTURAL STEEL COLUMN COVER, SEE DETAIL C4/A7.14 0512 00.A4 STEEL COLUMN W/ WOOD CLADDING TO MATCH SIDING 06 20 OO.E2 LINE OF WOOD TRELLIS ABOVE DESIGN GROUP 07 62 0011 DOWNSPOUT 9640 GRANITE RIDGE DR, SUITE 130 07 72 33.132 LINE OF ROOF ABOVE SAN DIEGO, CA92123 619.698.9177 1 www.coargroup.com 10 14 0013 VAN ACCESSIBLE PARKING SIGNAGE, SEE D3/T-8 22 04 OO.C2 ACCESSIBLE BI-LEVEL DRINKING FOUNTAIN, SEE PLUMBING 26 05 43.A1 VEHICLE CHARGING EQUIPMENT, EV CHARGING EQUIPMENT BY OTHERS. PROVIDE CONDUIT AND CAP ONLY, SEE Al/A1.6 26 56 19.A1 EXTERIOR LIGHT FIXTURE, SEE ELECTRICAL 26 56 19.A4 EXTERIOR LED STREET LIGHT, SEE ELECTRICAL 200-A/E3.5 32 17 10.A1 PRECAST CONCRETE WHEEL STOP, SEE B3/T-8 32 31 11.A1 VEHICULAR GATE OPERATOR 32 31 11.A2 VEHICULAR DETECTOR EXIT LOOP, SEE ELECTRICAL 32 31 19.A2 6' HIGH DECORATIVE FENCE, SEE B2/A1.6 32 31 19.A3 3-0" HIGH DECORATIVE FENCE, SEE B3/A1.6 32 31 19.C1 DOUBLE ROLLING GATE, SEE A2/A1.6 32 33 OO.A1 BIKE RACK, SEE D2/A1.6 32 33 00.B1 BENCH 32 33 OO.C1 TRASH RECEPTACLE 32 3913.A2 FIXED BOLLARD, SEE C2/A1.6 33 41 OO.A3 TRENCH DRAIN AND ADA RATED GRATE, SEE CIVIL LEGEND mm�ll PROPERTY LINE ■ ■ ■ ■ ■ ■ ■ l ► ACCESSIBLE PATH OF TRAVEL + TREE, SEE LANDSCAPE (E) SCE EASEMENT (E) ASPHALT (E) CONCRETE (E) PLANTING / MULCH - CONCRETE STAMPED CONCRETE TYPE 4 STAMPED CONCRETE TYPE 5 = PLANTING / MULCH PLAYGROUND ..................-.CMU WALL Ck�:) GATE NUMBER PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 r.Alsom DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: ENLARGED SITE PLANS AND SITE DETAILS SHEET NUMBER: A1.5 Cl ENLARGED SITE PLAN - PLAYGROUND A1.5 SCALE: 1/4"=V-0" 22 04 OO.C2 32 33 OO.C1 07 72 33.132 C3 ENLARGED SITE PLAN - DECORATIVE PAVING A1.5 SCALE: 1 /4" = V-0" ELECTRIC VEHICLE 6-0 SEC ARC y CHARGING STATION AFG ELECTRIC VEHICLE POINT- OF -SALE DEVICES * �r 018 23 REN. 09/30/27 sTgTF 12'-6" 24'-0" 20'-81 /2" OF CAUFO��P MODEL:oe MTL 12'-0" 12'-0" CP6021X-80A-L7 z PEDESTAL MOUNT - DUAL PORT "' 8 23'-0" CABLE coar - CONCRETE PAVING, SEE CIVIL DESIGN GROUP o 9640 GRANITE RIDGE DR, SUITE 130 NOTES: xQ FINISH GRADE, SEE CIVIL SAN DIEGO,CA92123 619.698.9177 www.coargroup.com gro o 1. OPERABLE PARTS OF THE EV CHARGER IN THE ACCESSIBLE EV CHARGING STATION ARE TO BE IN o WA COMPLIANCE WITH THE CLEAR FLOOR SPACE AND HEIGHT DIMENSIONS OF SECTION 11B-309 N o o a ° 2. POINT -OF -SALE DEVICES PROVIDED FOR EV CHARGERS SHALL COMPLY WITH THE REQUIREMENTS 4 ° = ° " OF CBC 11 B-707.2, 11 B-707.3, 11 B-707.7.2, AND 11 B-707.9 3. CONTRACTOR TO COORDINATE TYPE AND STYLE OF CHARGER WITH THE CITY OF NEWPORT BEACH. .° 4. EV CHARGERS ARE SHOWN FOR CONDUIT INSTALLATION REFERENCE ONLY. INSTALLATION OF CHARGING UNITS TO BE COMPLETED UNDER A FUTURE PERMIT. 1 '-2" 9" Al ELECTRIC VEHICLE CHARGING STATION A2 SOUTH ELEVATION - ROLLING GATE A4 ROLLING GATE SECTION A1.6 SCALE: 3/4" = l'-0" A1.6 SCALE: 1/4" = l'-0" /� ,6 SCALE: 3/4" = 1'-0" WEATHERPROOF ENCLOSURE WITH 6' 0" FLAG POLE DIGITAL KEYPAD AND KEY OPERATED SWITCH MTL SPUN ALUMINUM COLLAR 8 CV CONDUIT THROUGH POST AND O (3) STEEL CENTERING WEDGES FOOTING _ a ~ PROJECT: 00 SEE LANDSCAPE FOR M VARIES PLANTING 3" DIA. STAINLESS STEEL POST WELD MTL CITY OF NEWPORT BEACH AND GRIND SMOOTH ALL JOINTS. II PAINT = 7 / / / ° : e° a ° a °•a ° \/ NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY PLANTING, SEE CONCRETE PAVING, SEE /\ /\ d °aa " ' ° " as /\� /\�\ LANDSCAPE - N CIVIL DRAWINGS = °, \� - i/ / _ _ , a�;• \ \, = \\/\\ 110 E BALBOA BLVD DRAWINGS a \\\. NEWPORT BEACH, CA 92661 19 -aCITY CONTRACT NO. C-8865-1 ` NOTE: _ - 5 5 � _ PVC CONDUIT TO PULL BOX FOR FIRE APPARATUS ACCESS ROAD _ l ° �a - I BEACON LIGHT, SEE - - _ _— OBSTRUCTION: AUTOMATIC GATES - a . a Q� ': °. � ,_ • \ ° _ ELECTRICAL SHALL BE PROVIDED WITH BOTH AN OPTICOM DETECTION SYSTEM AND _ N ° = °. ® �° _ _ _ ��WPC) A KNOX KEY SWITCH OVERRIDE. � d - • ° - � " °. ° "• ° ° �" _ - TAMPED CLEAN DRY SAND Q�C PROVISIONS SHALL BE TAKEN TO L° ;d a ' °° _ - ° -" - a I' a \„ - OPERATE THE GATE UPON THE e. @ _ — LOSS OF POWER. " ` = nd . °_ REBAR CAGE. SEE PLAN VIEW ° B1 GATE CONTROLLER B2 6 -0 HIGH DECORATIVE FENCE B3 3 -0 HIGH DECORATIVE FENCE ;{ j °-, ° °•- a •' d - a-- d'. -°`I I °• cq �P A1.6 SCALE: 3/4" = 1'-0" A1.6 SCALE: 1/2" = 1'-0" A1.6 SCALE: 1/2"=1'-0° ®.� — - 3,000 PSI CONCRETE DESCRIPTION: DATE: FILL W/ CONCRETE SLOPE AWAY a �_ ° FROM CENTER d , BID SET 12/15/25 co P FLAG POLE \ _ _• ° _ _ -. I 12 3A 16 GA CORRUGATED GALV STEEL SLEEVE REFLECTIVE TAPE 3"_ •." ° 101, STEEL PIPE BOLLARD a STRUCTURAL BMP: q M ° _ _ m (3) STEEL CENTERING SLOPE 3% WEDGES BIOFILTRATIO 2 EXPANSION JOINT AND C4 ° ° ° 1/2" STEEL BASE PLATE TO BE WELDED BASIN LOCATED IN SEALANT, TYP. A1.6 TO SLEEVE AND SPIKE NORTHEAST PORTION OF SITE O DARK BACKGROUND 1/2" x 6" SQ. STEEL PLATE TO BE BOUND BY ENTRY CONCRETE PAVING, SEE CIVIL WELDED TO SPIKE DRIVE, BUILDING, \ WHITE LETTERING ° (6) #5 VERT W/ #3 SPIRAL AT 3" PITCH DIA. STEEL LIGHTENING SPIKE, AND EAST FENCE d °d OR #3 CIRCULAR TIES @ 6" O.C. MAX ° ° d d SPACING 4'-0" EX EXTEND 12" BELOW BOTTOM OF of \ 2" DIAMETER GALVANIZED \��\�� ° ° \ \ CONL RETE FOOTING, SEE FOOTING PIPE co a \ co a — 3 \\\ \\\\\\ o \1'-6" MIN. \ \ Cl BMP SIGNAGE DETAIL C2 STEEL PIPE BOLLARD 63 FLAG POLE FOOTING - PLAN 64 FLAG POLE FOOTING - SECTION A1.6 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" A1.6 SCALE: 1 1/2" = l'-9' SCALE: 3/4" = 1'-0" 2" SCHED. 40 STEEL PIPE- PAINT BLACK Ll 5'-0" POLYURETHANE CLASS "A" TOOLED JOINT 12" NON -BITUMINOUS SEALANT COLOR TO MATCH 1-1/2" R. TYP. EXPANSION JOINT CONCRETE. 1/4" WIDE BORDER, 1/4" INSERT REINFORCING PER CIVIL DRAWINGS, OR AS NOTED REINFORCING PER CIVIL 1/8 R N PIV/FDC DRAWINGS, OR AS NOTED 1/8"R o p PROJECT NUMBER: � �M 230101 N ILL cliFIRE O HEAVY DUTY TAMPER PROOFcl) SHEET TITLE: RIVAL FOR SPRINKLER 00 MOUNTEDIGNED SIGN HOLESOAND RADII MUST ADHERE TO FHWA SYSTEM CONCRETE SLAB ON a - o °" ° � a ° Q SITE DETAILS STANDARDS GRADE, SEE � ° `a STRUCTURALAND _ d 341 ORANGE AVE. \ 2" DIAMETER GALVANIZED PIPE CIVIL �3/8" J_ U- 0 e a- a ° NOTE: 1. PROVIDE REMOVABLE PLASTIC CAP OVER EXPANSION JOINT NOTE: 1. MIN. REINFORCING SHALL BE #4 @ 24" O.C. EACH WAY PRIOR TO POURING CONCRETE. 2. WEAKENED PLANE JOINTS NEED TO BE PLACED EVERY 5'. SHEET NUMBER: _ _ 2. MIN. REINFORCING SHALL BE #4 @ 24" O.C. EACH WAY 3. EXPANSION JOINTS NEED TO BE PLACED EVERY 10'. 1/2" REBAR °. III III III j j j 10" Al m6 D1 PIV/FDC SIGNAGE D2 BICYCLE RACK D3 EXPANSION JOINT D4 WEAKENED PLANE JOINT A1.6 SCALE: 1 1/2" = 1'-0" A1.6 SCALE: 3/4" = l'-0" /� ,6 SCALE: 6" = 1'-0" A,6 SCALE: 6" = 1'-0" E. BAY AVE. 03 30 00.A2 _ - _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ I -III -III -III -III- . III -III -III -III -III -III -III -III -III -III- III -III- -III- I I -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -I I I��- I I -I 1I- I I I III III III III . � I I III III III III III III I I I I I III III III III III III III III III III III III III III III III III III III III III III----I�-��I I I III , _ - � - _ III III I I 0 °° ° I -III -III -III -III- -III-III III -III -III -III -I III-I-III-H =P-III -III-III-III-III-III-III-III-III-III-III-III I -III -III -III -III -III -III -I °°°° °° °- °°°°°°°°° °°°° nn - 23-1 _ _ II III III III III III III III III III III III III III III III III_ III _III 11 _ III III III III III III III III_ III III III III L11 III III III IIII III III _11I III 11 _ _ I _ II III 11 III III III II III III II III III II III II III II 3217 23.A1 III III IIII."':,- II III III I II III III II �.� I III_, 1 II=1II=1II=1 III=III=III - � III=1 I=1II � • , II I III II I II I�_•.,,_ � II II II II- ._ III=1 I=1 I 11=111=111=1 ` 11=111=111=11: ' --------------------- -I - , -, II III III I < " - �. = - - -,- - - - - - - - III III III - - • .- - - -, -. - - - III III III - .-' -, - -, - - - - - - - - - - - III -III -III II -III -III -I II -III -III -II 1 - , . -, '• I I III III - - - � - - - - - - „ _ -, ' - _ III III III • -._ , _- - - •,.. -• _- .- -_. - _ .._ _ , - - �•-� ',_`:_- _ -_ _- -_ _ ;� Ii1 III Ii1 J- _ 1 Lj 1 52'1001, -0" ' t 11001, 03 30 OO.A2 1.. 1 I aIIIIIII cn I '• -' � '' � - - m - , - IIIIII i - - '- - '-31'-6"•"- � - - - ., `�- - ' � - _ - - - .- - - - •. - _ _ _ �, „ IIII 1 1 32 31 19.A2 26 5619.A4 I 1000.1 � g� 32 31 19.A3 / III III III III III ��' III IIII IIIIII III III III III III III III III III III III 000000 -III =1 = _ • �'' 1==1 I' 1=1 II 1=1 =1 1=1 1=1 =1 1 III III III III III III III III •TRASH ICI I III III III III III III 1 I EN L RE C OSU ' `III III -III -III -III -III -III III � � I I I III-III-III-� III -I I I i - I I II III II II II o. - I 03 30 OO.C2 i III ; � I 1 I - I I 3 3. III `••' FIRE ACCESS DISTANCE FROM - _ - 28' 11" �'. ' = ISLAND AVE. = 88' 6' o II 1 I �aa� O • � II I� 1" _ - w o o • I 03 30 OO.C1 o N 3 30 00.A1, ° / 0 32 39 13.A1 W \ / 1;. 0 1.. TYP. 1 - � - - -• 42 .A - _ - 0 0 00 5 O •' - - - - I i � -- • - - - - - - � - - - ` _ - - IIIIII IIIII i IIII - - - - - Q�UJ - IIII. z E DISTANCE - FIRE ACCESS S CE FROM Q O - 11 -I 1 1 _ - E. BALB A BLVD 1 - 0 39 0 cn 8'-6" 00 I I III N 6 20 00.E2 w- Z i III=III U " , i W r l , J Q � i � • �', • : 111111 • I II I II I II I I = u' x 2_ _ H - ,1 J III -I 70 III -III 1 U- w = 3231 19.A2 - • • -- 111 11 11 11 FIRE ACCESS DISTANCE FROM U- _ _ Tr I-k ISLAND AVE. - 86-1 11 15 00.A1 01 05 OO.E1 III I I Z 1=1-III O - o 02 41 13.A6 .I O m III i 20'-0° III III -ICI m l l 11 1 1 1 ,� II=1II=1II \ w IIIIII IIIIII IIIIII' • oll U I III III IIII � Z II 1 411111 ,' 1 II=1II-III=III' I � I �. III III • 1 4=1=1 II III _'1�1�1 NEWPORT BEACH 11 U-1 05 12 00.A4 (E) BUILDING (E) BUILDING 32 17 23.A1- -III - P I R A CT A T I n AI k I I .. P A D V \ a NOT IN SCOPE NOT IN SCOPE CONSTRUCTION NOTES 0105 OO.C4 LINE OF ROOF ABOVE 0105 00.E1 BUILDING ENTRANCE 02 41 13.A6 EXISTING SECURITY FENCE TO REMAIN, PROTECT IN PLACE 02 41 13.A18 EXISTING CONCRETE WALK TO REMAIN, PROTECT IN PLACE 03 30 OO.A1 CONCRETE CURB, SEE CIVIL 03 30 OO.A2 CONCRETE CURB CUT FOR DRIVEWAY 03 30 00.C1 CONCRETE PAD FOR TRANSFORMER, SEE ELECTRICAL 03 30 OO.C2 CONCRETE PAD FOR CAPACITOR BANK, SEE ELECTRICAL 04 20 OO.A5 5-2" HIGH, 8" CMU WALL, SEE CIVIL C2.2 05 12 OO.A4 STEEL COLUMN W/ WOOD CLADDING TO MATCH SIDING 06 20 OO.E2 LINE OF WOOD TRELLIS ABOVE 10 14 OO.G2 FIRE LANE ENTRANCE SIGNAGE, SEE C1/A7.15 11 15 00.A1 KNOX BOX 26 56 19.A4 EXTERIOR LED STREET LIGHT, SEE ELECTRICAL 200-A/E3.5 32 12 16.A1 ASPHALT STRIPING SEE CIVIL 32 17 23.A1 PAINT CURB SAFETY RED WITH "FIRE LANE - NO PARKING" IN 3" WHITE LETTERING EVERY 30'-0", SEE B1/A7.15 32 31 19.A2 6' HIGH DECORATIVE FENCE, SEE B2/A1.6 32 31 19.A3 3-0" HIGH DECORATIVE FENCE, SEE B3/A1.6 32 39 13.A1 NEW REMOVABLE BOLLARDS, SEE ELECTRICAL 3/E3.3 33 11 16.A2 FIRE HYDRANT 33 41 00.A1 STORM DRAIN, SEE CIVIL NOTES 1. FOR ADDITIONAL INFORMATION, SEE CIVIL. 2. FIRE APPARATUS ACCESS ROAD OBSTRUCTION: AUTOMATIC GATES SHALL BE PROVIDED WITH BOTH AN OPTICOM DETECTION SYSTEM AND A KNOX KEY SWITCH OVERRIDE. PROVISIONS SHALL BE TAKEN TO OPERATE THE GATE UPON THE LOSS OF POWER. 3. DIMENSIONS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY. REFER TO CIVIL DRAWINGS FOR LOCATION COORDINATES. ,�_D ARCy/\ �G FF REY A' �7 * 018 23 REN. 09/30/27 P S \ 0F C� DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 4. SEE A1.2 SITE PLAN FOR ADDITIONAL INFORMATION. I DESCRIPTION: DATE: 5. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. I BID SET 12/15/25 1 6. FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 1T-6". wm�IIII LEGEND PROPERTY LINE ACCESSIBLE PATH OF TRAVEL TREE, SEE LANDSCAPE FIRE ACCESS DISTANCE PROJECT NUMBER: (E) ASPHALT 1 230101 (E) CONCRETE -1-1-1 (E) PLANTING / MULCH CONCRETE STAMPED CONCRETE TYPE 5 - - - - PLANTING/MULCH PLAYGROUND SHEET TITLE: FIRE MASTER SITE PLAN SHEET NUMBER: Al m7 D1 FIRE MASTER SITE PLAN Al .7 SCALE: 1" = 10'-0" CG G 1112 ,CG 1112D 22 04 10.J1 H TYP. - - - - - - - L- - -- - - - - - - - - 1 D1 FIRST FLOOR PLAN A2.1 SCALE: 1 /8" = 1 '-0" 2 3 A411 A412 A4.2 A4.1 11 13 14 I i Q7 rA 1 i i I 0I li I I D - - - - - - - - - - - - - - rB1 A5.2 i I 4C ' I I II i 3 I I (:D it N ------------------------ --------- 0 k B1 Lj kj ---------------- A4.1 6 ' 4 CG _ I 6 D1 -------------------- - - D 1 A5.1 1 I I 6 C1 A5.3 2 07 72 33.B1� VESTIBULE APPARATUS BAY 1105 L _ 1112 j' °G I I DECON cl 1113 4 A5.3 _ _ C1 ' A5.2 D1 1114 I � 4C� -- A4.14 -- -- - -- UP - '-_---_------------------_---_----_---_--_----__---_----_---_---_-------__---_ - - - A 8B --- o ❑o 0 ❑0 0=i -- C1 B1 Al 8 4C B A5.12 A5.12 4C A5.12 4C 4C I E1 E1 i i Qo - _ - - - - l/'� �- - ------ -- - - 04- - -O O - - - - - - - - V 1111 B G 6G � it FIRE RISER STOR I KITCHEN 1116 �� I I_3 ELEC T1 EL1C2_O0-MM-II I - -0O_FFI1 CE FITNESS 6- 119A I 6 6 _ 3 118_ Ii � 26 246 16.A3 11300022 04 00.D1117 SORT A5B.111 _ E ' (BOOK DROP " OUTER LOBBY <4 6 6 6 6 I- - - o RR o RR JAN WORK AREA I 103 I I 100A l ' �- 1 2 114 6 115 I 113000.D1 '6 - -- STOR 0 2 4 I I II I i -- 1109 B1 2 a a - - - - - 1109 CG 6 INNER LOBBY A3.1 HOSE SHOP A2 _ _ - _ _ nnnn 100B 1107 1108 A4.13 22 04 OO.A2� 6 2 05 51 33.A1 0 Ccl G OMP 1110 109 I I 108 CIRCULA1T0I4ON DESK tG D3 C- - - 22 04 OO.C1 HALLWAY A5.10 COPY/PRINT „ FA3 6 2 7 6 - -- - - ----------------- ------ 66 3 3 6 - 3 ' 3 -------- I -I -- -- -- - - --- --- - - - - STAIRS 6 - 1106 ' I I' 6G I I I I B1 III D1 06 10 OO.A25 P � I RR I °! GG D1 A5.11 3 1 1 A5.10 A5.10 A5.7 3 1105 HALL I I , G 1101 C _-�- 5 6 6 3 101400.F1. 220400.B1 CG B1 _-- 6 HWH 3 5 I I Cl EM A5.1 1103 , , A5.8 I 1104 6 - - - CHILDREN'S AREA I I STACK AREA ADULT STUDY ' 6 6 6 1102 16 0 0 ' 22 04 OO.D1 110 106 105 ' Cl RR I 0 I ❑° A5.1 Al ' G 6 6D 1102 A5.1 I I D1 6G _ 6 ' U , � I A5.8 I it TURNOUTS (12) 10 14 00. _ 1114 I ' LOBBY D 110A CG I 1100 I -_- _ ' 8 4 CHILDREN'S PROGRAM CC i<0> AREA 6 AA , --- - - g 8 I 3 110B I I FLEX 6 FLEX I 6 10 50 OO.A1 4C 8 8 0 10 14 OO.M1 107A 107B ' TYP. 8 3 220400.A1 101400.M2 _-_ - _ _ 4B _ _ _ g ° 8 ,4513 8 O O O 6G 6 6F O O O G ❑° ------------------------ U - - - - - - - --- -- 1014 00.D3 K i 8 � C1 A5.9 60m � I I � 2 4 6 3.1 8 10 12 14 CONSTRUCTION NOTES 05 51 33.A1 ROOF ACCESS LADDER, ADD BLOCKING PER A2/A7.8 06 10 00.A25 BLOCKING AT HANDRAIL CONNECTION 07 72 33.131 LINE OF ROOF ACCESS ABOVE 10 14 OO.D3 MONUMENT PLAQUE, SEE D2/A7.12 10 14 OO.F1 SIGNAGE "ABLE-BODIED PERSONNEL BEYOND THIS POINT" 10 14 OO.F2 SIGNAGE "PUBLIC ACCESS RESTRICTED BEYOND THIS POINT" 10 14 OO.M1 SAFE SURRENDER SIGNAGE, SEE C1/A7.12 10 14 OO.M2 NO SMOKING SIGN, SEE D1/A7.12 10 50 OO.A1 WALL -MOUNTED METAL TURNOUT LOCKERS (24"W x 20"D x 72"H). PROVIDE WALL BLOCKING 1130 OO.D1 TELEVISION, ADD BLOCKING FOR WALL MOUNT, SEE FF&E SCHEDULE 22 04 OO.A1 SANITARY WASTE AND VENT PIPING 22 04 OO.A2 FLOOR DRAIN, SEE PLUMBING 22 04 00.131 MOP SINK, SEE PLUMBING 22 04 OO.C1 ACCESSIBLE BOTTLE FILLER AND BI-LEVEL DRINKING FOUNTAIN, SEE PLUMBING 22 04 OO.D1 WATER HEATER, SEE PLUMBING 22 04 OO.J1 HOSE BIBB 26 24 16.A3 RECESSED ELECTRICAL PANEL BOARD, SEE ELECTRICAL NOTES 1. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION 2. SEE SHEETS A2.5 AND A2.6 FOR REFLECTED CEILING PLANS 3. SEE A2.7 FOR ROOF PLAN 4. SEE A2.09 AND A2.10 FOR FURNITURE PLAN 5. SEE SHEETS A6.4 AND A6.5 FOR DOOR, WINDOW AND STOREFRONT SCHEDULE 6. THE CLEAR WIDTH OF CORRIDORS SERVING AN OCCUPANT LOAD OF LESS THAN 10 SHALL BE 44 INCHES (11B-403.5.1, EXCEPTION) 7. SEE SHEETS A4.9, A4.10, A4.11. AND A4.12 FOR WALL TYPES 8. PROVIDE BLOCKING FOR FF&E ATTACHMENTS. REFER TO DETAIL SHEETS FOR LOCATIONS AND REQUIREMENTS WALL LEGEND 0 2x4 STUD WALL - 1/2 HOUR WALL - EXTEND TO STRUCTURE ABOVE PER ASSEMBLY REQUIRED FOR CONTINUITY OF FIRE RESISTIVE CONSTRUCTION 0 2x6 STUD WALL 0 2x6 STUD WALL - 1 HOUR WALL - EXTEND TO STRUCTURE ABOVE PER ASSEMBLY REQUIRED FOR CONTINUITY OF FIRE RESISTIVE CONSTRUCTION 0 2x8 STUD WALL LINE OF WALL BELOW SYMBOL LEGEND WALL TYPE TAG XX STOREFRONT TYPE TAG ### DOOR TYPE TAG OWINDOW TYPE TAG X# AX.X DETAIL 0 ARC,,j/T �G FF REY A' �7 018 23 REN. 09/30/27 sTgTF OF CAUFO��P coarl DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 pa'am!.'al", H V cgt�FpFsN�P DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: FIRST FLOOR PLAN SHEET NUMBER: A2ml CONSTRUCTION NOTES (::E) B1 A4.1 Cl A4.1 : G ------ (:DH ------ 05 51 33.A1 ROOF ACCESS LADDER, ADD BLOCKING PER A2/A7.8 05 73 13.A9 LAMINATED GLASS RAILING ASSEMBLY 06 10 OO.A24 BLOCKING AT CASEWORK, SEE A7.10 AND A7.11 06 10 OO.A25 BLOCKING AT HANDRAIL CONNECTION 10 44 OO.A1 RECESSED FIRE EXTINGUISHER CABINET, SEE D4/T-6 1130 OO.C1 WALL MOUNT RANGE HOOD 1130 OO.D1 TELEVISION, ADD BLOCKING FOR WALL MOUNT, SEE FF&E SCHEDULE 1142 00.A4 CEILING MOUNT RANGE HOOD ABOVE, SEE FF&E SCHEDULE 26 24 16.A3 RECESSED ELECTRICAL PANEL BOARD, SEE ELECTRICAL NOTES 1. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION 2. SEE SHEETS A2.5 AND A2.6 FOR REFLECTED CEILING PLANS 3. SEE A2.7 FOR ROOF PLAN 4. SEE A2.09 AND A2.10 FOR FURNITURE PLAN 5. SEE SHEETS A6.4 AND A6.5 FOR DOOR, WINDOW AND STOREFRONT SCHEDULE 6. THE CLEAR WIDTH OF CORRIDORS SERVING AN OCCUPANT LOAD OF LESS THAN 10 SHALL BE 44 INCHES (11B-403.5.1, EXCEPTION) 7. SEE SHEETS A4.9, A4.10, A4.11. AND A4.12 FOR WALL TYPES 8. PROVIDE BLOCKING FOR FF&E ATTACHMENTS. REFER TO DETAIL SHEETS FOR LOCATIONS AND REQUIREMENTS WALL LEGEND I ZS L 8 L o 2x4 STUD WALL - 1/2 HOUR WALL - EXTEND TO STRUCTURE 5 7313.A9 L 9 I I I I I I I I I I I 1 2 4 8 13 ABOVE PER ASSEMBLY REQUIRED FOR CONTINUITY OF FIRE RESISTIVE CONSTRUCTION 2x6 STUD WALL 2x6 STUD WALL - 1 HOUR WALL - EXTEND TO STRUCTURE ABOVE PER ASSEMBLY REQUIRED FOR CONTINUITY OF FIRE RESISTIVE CONSTRUCTION 2x8 STUD WALL - - - - - - - LINE OF WALL BELOW SYMBOL LEGEND WALL TYPE TAG STOREFRONT TYPE TAG DOOR TYPE TAG WINDOW TYPE TAG DETAIL /,�-D ARCy1\ �C018P23 REN. 09/30/27 \TF OF CAUFO��\P coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION BID SET PROJECT NUMBER: 230101 DATE: 12/15/25 SHEET TITLE: SECOND FLOOR PLAN SHEET NUMBER: D1 SECOND FLOOR PLAN A2.2 SCALE: 1/8"= 1'-01, A2m2 D ARCy/\ III - 00 W ED bo NOTES E 1. VERIFY ALL ROUGH OPENING SIZES PRIOR TO FRAMING 2. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION WALL LEGEND 2x4 STUD WALL - 1/2 HOUR WALL - EXTEND TO STRUCTURE ABOVE PER ASSEMBLY REQUIRED FOR CONTINUITY OF FIRE RESISTIVE CONSTRUCTION 2x6 STUD WALL 2x6 STUD WALL - 1 HOUR WALL - EXTEND TO STRUCTURE ABOVE PER ASSEMBLY REQUIRED FOR CONTINUITY OF FIRE RESISTIVE CONSTRUCTION 2x8 STUD WALL LINE OF WALL BELOW �C 018P23 REN. 09/30/21 \TF OF CAUFO��\P coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: FIRST FLOOR DIMENSION PLAN SHEET NUMBER: LD1 FIRST FLOOR DIMENSION PLAN A2.3 SCALE: 1 /8" = 1 '-0" A2m3 1 2 5 7 11 13 (: )- - -t - 0 CV (DG a� (DH bo (DL---�- 37'-6" 8'-0" 27'4" 19'-0" 23'-0" 2 4 8 10 12 wDlSECOND FLOOR DIMENSION PLAN SCALE: 1 /8" = 1 '-0" cV ti NOTES 1. VERIFY ALL ROUGH OPENING SIZES PRIOR TO FRAMING 2. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION WALL LEGEND 2x4 STUD WALL - 1/2 HOUR WALL - EXTEND TO STRUCTURE ABOVE PER ASSEMBLY REQUIRED FOR CONTINUITY OF FIRE RESISTIVE CONSTRUCTION 2x6 STUD WALL 2x6 STUD WALL - 1 HOUR WALL - EXTEND TO STRUCTURE ABOVE PER ASSEMBLY REQUIRED FOR CONTINUITY OF FIRE RESISTIVE CONSTRUCTION 2x8 STUD WALL LINE OF WALL BELOW D ARCy/\ �G FF REY A' �7 * �r 018 23 REN. 09/30/27 sTgTF OF CAUFO��P coarl DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 paaam!.al"' v C�t�F0 DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: SECOND FLOOR DIMENSION PLAN SHEET NUMBER: A2m4 C9 08 91 OO.A1= (E - - - - - - - :D +16' - 3" A.F.F. 2 3 5 7 0 0 i i i 0 0= 05 51 OO.A2 � I 0 0 +9' 0" A F G _ 25 N 94 1'-3" 2 I IT H- - - - - - - - - - - - - TURNOUTS (12) LOBBY 0891 OO.A1 9' 0" 1114 110E 0 e 10'-0" 10'-0" L- - - - - - - - - - - - - -- CHILDREN'S PROGRAM � AREA � FLEX FLEX � AREA 107A 107B 12 24 OO.A2 12 24 OO.A1 9.-011 9' - 01. 9' - 011 TYP. TYP. 1 2 4 6 8 10 12 14 wDlFIRST FLOOR REFLECTED CEILING PLAN SCALE: 1 /8" = 1 '-O" 26 56 19.A1 06 20 OO.E1 C - - E 51 26.D3 51 26.D1 TYP. 51 26.A1 51 26.D2 TYP. 2 24 OO.A1 TYP. +12' - 0" A.F.F. +9' - 0" A.F.F. +10' - 6" A.F.F. CONSTRUCTION NOTES 05 51 OO.A2 OUTLINE OF EXTERIOR METAL STAIR ABOVE 06 10 00.1316 FRAMED SOFFIT ABOVE CABINETS, SEE SOFFIT DETAIL B2/A7.7 06 20 OO.E1 WOOD TRELLIS 08 31 OO.A1 ACCESS PANEL 08 91 OO.A1 LOUVER, SEE LOUVER SCHEDULE 09 29 OO.R3 PROVIDE 2 LAYERS OF TYPE-X GYPSUM BOARD TO COVER STEEL BEAM ABOVE CEILING. SEE DETAIL Al/A7.13 09 51 26.A1 SUSPENDED WOOD CEILING 09 51 26.D1 COORDINATE OPENINGS IN CEILING SYSTEM WITH LIGHTING FIXTURES 09 51 26.D2 COORDINATE CEILING SYSTEM PANELING WITH ACCESS PANELS 09 51 26.D3 COORDINATE OPENINGS IN CEILING SYSTEM WITH EXIT SIGN 12 24 OO.A1 WALL MOUNTED HIGH BAY ELECTRICAL BLACKOUT WINDOW SHADES, PROVIDE POWER AND DATA CONNECTION, SEE FINISH SCHEDULE AND ELECTRICAL 12 24 OO.A2 WALL MOUNTED MANUAL BLACKOUT WINDOW SHADES, SEE FINISH SCHEDULE 26 56 19.A1 EXTERIOR LIGHT FIXTURE, SEE ELECTRICAL NOTES 1. VERIFY DIMENSIONS AND LAYOUT OF ALL FIXTURES AND EQUIPMENT WITH ARCHITECT PRIOR TO ROUGH IN. REQUEST CLARIFICATION FOR ANY DIMENSIONS NOT SHOWN. 2. PROVIDE ACCESS PANELS AS REQUIRED FOR MECHANICAL EQUIPMENT, SEE MECHANICAL. 3. SUSPENDED CEILING SHALL COMPLY WITH CBC. 4. EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OR APPROACH. 5. EXIT SIGNS SHALL BE LOCATED AS NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL. NO ONE POINT SHOULD BE MORE THAN 100 FEET FROM THE NEAREST VISIBLE SIGN. 6. SEE ROOM FINISH SCHEDULE FOR CEILING HEIGHTS NOT SHOWN. III z El z 0 0 O z0 ■ LEGEND TONGUE & GROOVE SOFFIT, TO BE PAINTED IN P-1 (ACT-11)SUSPENDED ACOUSTIC CEILING TILE AND GRID, SEE FINISH SCHEDULE GYPSUM BOARD CEILING, SEE FINISH SCHEDULE HARDIE SOFFIT, SEE FINISH SCHEDULE ARMSTRONG SOLID WOOD CEILING PANELS, SEE FINISH SCHEDULE INDICATES 1-HOUR FLOOR ASSEMBLY ABOVE FINISH CEILING. SEE A7.13 SUPPLY AIR DIFFUSER, SEE MECHANICAL RETURN AIR DIFFUSER, SEE MECHANICAL EXHAUST AIR DIFFUSER, SEE MECHANICAL WALL -MOUNTED LIGHT FIXTURE, SEE ELECTRICAL ACCESS PANEL. PROVIDE IDENTIFICATION LABELS FOR SFD LOCATIONS PER CBC 717.4.2 ROUND DUCT DOWNLIGHT, SEE ELECTRICAL LIGHT FIXTURE, SEE ELECTRICAL PENDANT LIGHT FIXTURE, SEE ELECTRICAL SUSPENDED LIGHT FIXTURE, SEE ELECTRICAL EXIT SIGN, SEE ELECTRICAL DRAWINGS LED STRIP LIGHT FIXTURE, SEE ELECTRICAL LIGHT FIXTURE, SEE ELECTRICAL LIGHT FIXTURE, SEE ELECTRICAL IR CONDITIONING DUCT, SEE MECHANICAL /,�_D ARCy/\ * �r 018 23 REN. 09/30/27 sTgTF OF CAUFO��P coarl DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 paaam!.ml"� 1 V C��FORN% DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: FIRST FLOOR REFLECTED CEILING PLAN A SHEET NUMBER: A2m5 z El z 0 0 O z0 ■ LEGEND TONGUE & GROOVE SOFFIT, TO BE PAINTED IN P-1 (ACT-11)SUSPENDED ACOUSTIC CEILING TILE AND GRID, SEE FINISH SCHEDULE GYPSUM BOARD CEILING, SEE FINISH SCHEDULE HARDIE SOFFIT, SEE FINISH SCHEDULE ARMSTRONG SOLID WOOD CEILING PANELS, SEE FINISH SCHEDULE INDICATES 1-HOUR FLOOR ASSEMBLY ABOVE FINISH CEILING. SEE A7.13 SUPPLY AIR DIFFUSER, SEE MECHANICAL RETURN AIR DIFFUSER, SEE MECHANICAL EXHAUST AIR DIFFUSER, SEE MECHANICAL WALL -MOUNTED LIGHT FIXTURE, SEE ELECTRICAL ACCESS PANEL. PROVIDE IDENTIFICATION LABELS FOR SFD LOCATIONS PER CBC 717.4.2 ROUND DUCT DOWNLIGHT, SEE ELECTRICAL LIGHT FIXTURE, SEE ELECTRICAL PENDANT LIGHT FIXTURE, SEE ELECTRICAL SUSPENDED LIGHT FIXTURE, SEE ELECTRICAL EXIT SIGN, SEE ELECTRICAL DRAWINGS LED STRIP LIGHT FIXTURE, SEE ELECTRICAL LIGHT FIXTURE, SEE ELECTRICAL LIGHT FIXTURE, SEE ELECTRICAL IR CONDITIONING DUCT, SEE MECHANICAL /,�_D ARCy/\ * �r 018 23 REN. 09/30/27 sTgTF OF CAUFO��P coarl DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 paaam!.ml"� 1 V C��FORN% DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: FIRST FLOOR REFLECTED CEILING PLAN A SHEET NUMBER: A2m5 2 PATIO (: ) ---------------------------- (:) ---------------------------- L- - - - - - - - - - - - - - �- - i 2 4D1 SECOND FLOOR REFLECTED CEILING PLAN A2.6 SCALE: 1 /8" = V-0" 4 5 7 BUNK 1203 8'-0" BUNK 1205 8'-0" 30 OO.A2 FLEX 1207 8'-6" —EXIT STAIRS i 1209 STOR 1210 8'-0" 05 51 33.A1 EN / DAY ROOM 1212 8'-3" 130 OO.C1 11 30 OO.C2 — - — - — - — - — - — - -- (:A ---------------- (:: CONSTRUCTION NOTES 05 51 33.A1 ROOF ACCESS LADDER, ADD BLOCKING PER A2/A7.8 1130 OO.C1 WALL MOUNT RANGE HOOD 1130 OO.C2 CEILING MOUNT RANGE HOOD. REFER TO D1/A7.14 AND MECHANICAL DRAWINGS. 23 30 OO.A2 MECHANICAL EQUIPMENT, SEE MECHANICAL NOTES 1. VERIFY DIMENSIONS AND LAYOUT OF ALL FIXTURES AND EQUIPMENT WITH ARCHITECT PRIOR TO ROUGH IN. REQUEST CLARIFICATION FOR ANY DIMENSIONS NOT SHOWN. 2. PROVIDE ACCESS PANELS AS REQUIRED FOR MECHANICAL EQUIPMENT, SEE MECHANICAL. 3. SUSPENDED CEILING SHALL COMPLY WITH CBC. 4. EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OR APPROACH. 5. EXIT SIGNS SHALL BE LOCATED AS NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL. NO ONE POINT SHOULD BE MORE THAN 100 FEET FROM THE NEAREST VISIBLE SIGN. 6. SEE ROOM FINISH SCHEDULE FOR CEILING HEIGHTS NOT SHOWN. z Fl b 0 O z 0 ■ 00 0 LEGEND 2X6 TONGUE & GROOVE SOFFIT, TO BE PAINTED IN P-1 (ACT-11)SUSPENDED ACOUSTIC CEILING TILE AND GRID, SEE FINISH SCHEDULE GYPSUM BOARD CEILING, SEE FINISH SCHEDULE HARDIE SOFFIT, SEE FINISH SCHEDULE ARMSTRONG SOLID WOOD CEILING PANELS, SEE FINISH SCHEDULE INDICATES 1-HOUR FLOOR ASSEMBLY ABOVE FINISH CEILING. SEE A7.13 SUPPLY AIR DIFFUSER, SEE MECHANICAL RETURN AIR DIFFUSER, SEE MECHANICAL EXHAUST AIR DIFFUSER, SEE MECHANICAL WALL -MOUNTED LIGHT FIXTURE, SEE ELECTRICAL ACCESS PANEL. PROVIDE IDENTIFICATION LABELS FOR SFD LOCATIONS PER CBC 717.4.2 ROUND DUCT DOWNLIGHT, SEE ELECTRICAL LIGHT FIXTURE, SEE ELECTRICAL PENDANT LIGHT FIXTURE, SEE ELECTRICAL SUSPENDED LIGHT FIXTURE, SEE ELECTRICAL EXIT SIGN, SEE ELECTRICAL DRAWINGS LED STRIP LIGHT FIXTURE, SEE ELECTRICAL LIGHT FIXTURE, SEE ELECTRICAL LIGHT FIXTURE, SEE ELECTRICAL AIR CONDITIONING DUCT, SEE MECHANICAL /,�_D ARCy/\ * �r 018 23 REN. 09/30/27 sTgTF OF CAUFO��P coarl DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 paaam!.ml"� H � V C�t�FoRN% DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: SECOND FLOOR REFLECTED CEILING PLAN SHEET NUMBER: A2m6 1 1 1 1 1 1 1 1 A - - 1 1 1 1 07 62 OO.F1 1 1 1 1 1 1 1 1 1 1 (:D 1 07 62 00.1 H 1 1 2 4 8 10 11I1I1]211 OO.Fi 1 g 1 1 1 1 1 1 1 I 1 1 I 1 1 I 1 1 1 1 ' K OO.Fi CONSTRUCTION NOTES c�EO ARCy/T 05 51 33.A1 ROOF ACCESS LADDER, ADD BLOCKING PER A2/A7.8 �G FFR�Y A 06 10 00.1317 PLYWOOD CRICKET, SLOPE TO DRAIN MINIMUM 1/4" x 12" 06 20 OO.E1 WOOD TRELLIS * �r 07 54 23.A1 TPO ROOFING 018 23 REN. 09/30/27 07 54 23.E2 ROOF WALKWAY 07 62 OO.F1 DOWNSPOUT sTgTF OF CAUFO��\P 07 62 OO.F3 GUTTER 07 72 33.A1 ROOF ACCESS HATCH SEE Al/A7.8 22 04 OO.A1 SANITARY WASTE AND VENT PIPING 22 04 OO.A3 ROOF DRAIN AND OVERFLOW ROOF DRAIN. SEE D3/A7.8 23 30 OO.A1 ROOF EXHAUST FAN D2/A7.9, SEE MECHANICAL 23 30 OO.A2 MECHANICAL EQUIPMENT, SEE MECHANICAL 23 30 OO.A4 MECHANICAL EQUIPMENT ON ROOFTOP CURB cDar 23 30 00.131 CENTRAL EXHAUST FAN, SEE MECHANICAL DESIGN GROUP 23 30 OO.C1 DEDICATED OUTDOOR -AIR UNIT, SEE MECHANICAL 23 30 OO.D1 HEAT RECOVERY UNIT, SEE MECHANICAL AND ELECTRICAL 9640 GRANITE RIDGE DR, SUITE 130 26 05 43.131 COORDINATE STUB -UP LOCATIONS WITH ELECTRICAL SAN DIEGO, CA92 123 619.698.9177 I www.coargrogroup.com PROJECT: NOTES SEE ELECTRICAL, MECHANICAL, AND PLUMBING FOR LOCATION OF EQUIPMENT, VENTS, DUCTS, ETC. 2. ALL ROOF COVERINGS SHALL HAVE A CLASS A FIRE RATING. CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 H 1V 3. INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WITH I C.9C F� O`i MANUFACTURER'S SPECIFICATIONS. �I LEGEND SHINGLE ROOF TPO ROOF ROOF WALKWAY PAD, SEE C3/A7.9 PROPERTY LINE DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: ROOF PLAN SHEET NUMBER: D1 ROOF PLAN A2.7 SCALE: 1 /8" = 1 '-0" A2m7 DD - - - - -- (DG ------ (DL-------- LD1 FIRST FLOOR CURB PLAN A2.8 SCALE: 1 /8" = 1'-0" CONSTRUCTION NOTES � -O ARCyfT 22 04 OO.A2 FLOOR DRAIN, SEE PLUMBING 22 04 00.B2 FLOOR SINK, SEE PLUMBING 26 27 26.B2 FLOOR RECEPTACLE, SEE ELECTRICAL 018 23 REN. 09/30/27 sTyTF OF CAUFO��P coarl DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com 1 2 3 5 7 9 11 13 14 I I I I I I I I I I PROJECT: CITY OF NEWPORT BEACH B1 - B1 A7.1 A7.1 NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD C NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 27 26.132 TYP. NOTES 1. VERIFY CURB WIDTH WITH ALL WALL SECTIONS AND WALL TYPES .1 LEGEND B2 v A2 K CONCRETE CURB, SEE CURB DETAILS A7.1 A7.1 2" DEPRESSED SLAB, SEE STRUCTURAL FOR DEPRESSION DETAILS I � PROJECT NUMBER: I � 230101 1 2 4 6 8 10 12 14 SHEET TITLE: CURB PLAN DESCRIPTION: DATE: BID SET 12/15/25 SHEET NUMBER: A2m8 1 2 X3P I I I I A- - - - - - - - - - - - - - I 7 I I FIRE RISER r_ I - - — — — — — — — — -- y D 1116 EQ-1111 F FITNESS EQ-1111 1111 I Q-1111 (E - - - - - - :D 5 I fl EQ-1111 Q-1111 V-1111A I EQ-1111 Q-1111H - EQ-1111 F CG� _ ca ca as�ca CG CGP G HOSE SHOP 1107 Q 1107 1108 EQ 11 CG CG �I ® COMP 1110 APPARATUS BAY 1112 VESTIBULE I I I I /. 110 5 UPI I I I I 1 7� CG C c 7 I o V° DECON 11JCG "Him �5 0 13 HALL EQ-1113 EMS 1101 1104 RR 1102 4 L EQ-1114A � ECG CGS ,CG CGS TURNOUTS (12) � LOBB G 1114 1100 EQ-1 ELEC 1115 STOR 1109 STAIRS 1106 HWH 1103 TA-3 TA-1 TA-4 1-11( TA-2 9 OFFICE 119 TELCOMM 120 (11 13 14 I I I I I I I -- - - --- - - - - - - - - - - - STOR 118 EQ 117A F� n na rn� � nn CG-118A � KITCHEN CG-118B 11 117 I SG-117A TB-117A WORK AREA U-016A TA-0 JAN TA-3 ETAA-3 114 TA- TA-1 T -5 EQ-108C RR RR EQ-108B 112 HALLWAY COPY/PRINT RR-Effl 111 108 CG-110C j TA-1 TA-3 - CG co TA-0 r, TA-2 001 CG-110D 78" 78" 78" = CHILDREN'S AREA CG-110A 110 CG-110A � rn O7 rn SG-110A TB-110A SG-110B SG-110C T13-11013 SG-110D CGCG-110A H- - - - - - - - - - - XCG-1 JOB G-1100 ° I 42" L- - - - - - - - - - - - - - - - I I I I I I I I I I I I I I I I I I 1 2 4 6 8 4D1 FIRST FLOOR FURNITURE PLAN A2.9 SCALE: 1 /8" = 1'-0" CHILDREN'S PROGRAM AREA 110B I I I I 10 AV-104A 1 1 5 AV-104B F CG-103C SG-115A EQ-115A EQ-115B AC-115 CG-103A - —� — 104A ��II J CIRCULATION DESK INNER LOBBY Ac-1osA 104 100B 0 SG-104A — EQ-104B STACK AREA TB-106A 106 rn � - rn � - 05'-0' 05'-0' CG-106B ifl co n C2 ifl � 0)� �(o CG-106A CG-106A 0_ o? 0_ a? o 5' 00" FLEX O FLEX O 107A AC-107A AC-107A 107B qFTB-107A] TB-107A L — — — — — — -- — — — — — - —(: EQ-117D SORT 116 BOOK DROP OUTER LOBBY 103 1� OOA I -�- - - - - UE AC-100A EQ-100A I CG-100A I EQ-100B I -�� F SG-105A TB-105A 0, ADULT STUDY 105 CG-105A a r 0 SG-105B TB-105B CG O (n 00 O O r A CG-105A C-105A 00 I I I I I 12 14 CONSTRUCTION NOTES � -O ARCy/T * �r 018 23 REN. 09/30/27 sTgTF OF CAUFO��P NOTES 1. FOR ADDITIONAL INFORMATION SEE FF&E SCHEDULE ON A6.6 AND A6.7 coarl DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 paaam!.al"' H V coRN% DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: FIRST FLOOR FURNITURE PLAN SHEET NUMBER: A2m9 DA - - - - - - D1 SECOND FLOOR FURNITURE PLAN A2.10 SCALE: 1 /8" = V-0" 1 2 5 7 V13 CONSTRUCTION NOTES � _O ARCy/T 06 20 OO.F1 BUILT-IN BED, SEE D2/A7.11 �G FFR�Y A f-- �C) 28 47 OO.A1 FIRE STATION ALERTING SYSTEM MONITOR 018 23 REN. 09/30/27 sTgTF OF CAUFO��P coarl DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com PROJECT: A CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY B 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 NOTES 1. FOR ADDITIONAL INFORMATION SEE FF&E SCHEDULE ON A6.6 AND A6.7 = J DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 1 2 4 8 13 SHEET TITLE: SECOND FLOOR FURNITURE PLAN SHEET NUMBER: A2mlO 1 2 3 5 7 9 11 13 14 I I I I I I I ❑ ❑ I I 1 ® ®I ❑ ❑ I - ----L---------------- -- __ -_ _ 1 -------------- ------------------------------ I �------- o CPT �-----------------------------------� 1 i I ❑❑ i � 0 11A 1 ❑❑ ❑❑ � � I 1 �=I l J CPT 11B I I I CPT -CC) D 11C 000c0000000000000 -- __-o-.. - - I 000c00000000000c0000000000000000000� "�° °.d o 0000 0 o o 00000000000 o o o o 0c 0000 °°°°°°°0000000°°°°°°°FIRE RISER°° ° STOR 0000000000000000000000 o KITCHEN 000000000000000000000° °�1�� 00°° 0000000000000000000000 0 0000 0000000000000000000000 0000 d ° 1 0000000000000000000000000000000000 - 00000000000000000000000000000000000 - 1 000000000000000000000o0o000000000ao ELEG: TELCOMM OFFICE BOOK DROP °°°°°°00000°°00000°°° o00000000000000000000000000000000cc - °°°°°°00000°°°°°°°°°°°00000°°°°°°°° (.11_� d°120 103°°°°°°000°O°°°°°°°°°°°FITNESS;000000_ 000c000000000000000coc 000000000000000000000 000c00000000000000000 o00000 E 4 a e II 000000000000000000000 O�a�O� 000O0000000 -d a ° I _ _ . a 26 2416.A3 000000000000000000000 000000 a -SORT E A I °- ° d,- V O 00000000000000000000000000000000000 ^I d - 0000000000000000000000000000oo 00000 - da< °d, 2 - - - - - ° e de' 00000000000000000000000000000000000 2 0400.D1 00000000000000000000000000000000000 d° 00000000000000000000000000000000000 0000000000000000000000000000000000 °d °WORK AREA 00000000000000000000000000000000 d „ �3 . °°00000°°°°°°°°°°°00000°°°°°°°° RR: ® 5r;,�Rll JAN ° O 000000000000000000000000000000 _7 0000oo00000000000000000000000000000 ' A7.15 0000° c0000000°oocccccc°°000000°°c° a,4 d ° ' ° �G ..0000 oo °00000-0-0°600000�° a 1 �" j 1,13: 1 4 00000000000000000 _ - - �' - �' - - - d a .�000O o0000000000o / _ INNER LOBBY CGI STORE ,y ------ CG �L J - aa ;� ' TSE d. e'nvm wT SHOP° - CIRCULATION 22 04 00.A2 07 72 33.C1 . B4 ' DESK e:11fl8 ° &G.e a - �' . ®, HALLWAY 1Ut� p d A ` a ' cG =#_ . a 22 04 OO.C1 A7.15 A7.15 . 4 a COMP.-. - ® I V W ,- ' _a° C� - e F 111� 07 72 33.61Ij I. STAIRS " ° > a_ > _ VESTIBULE - RR _ �Qa' 'APPARATUS BAY HALL ;d - DECON ° _ 0 22 04 00.B1: a ,P d STACK AREA ADULT STUDY 2204 OO.D1 a. ° ❑ ad d - n ,C� d- PPd °_ .,d ° - _ ° d- a° °.--° 'ae"°�� - - �° TURNOUTS (12) _ LOBBY DG �_ 1a1a °. _CG 22 04 OO.J1 CHILDREN'S PROGRAM TYP. ARE DH I I FLE FLEX I 1 10 50 OO.A1 10 14 OO.M1 22 04 OO.A1 I 101400.M2 - -- - - J 0 L- - - - - - - - - - - -----------_--- _--- _-- - - 10 14 OO.D3 K I I I 1 I I 1 � I I 1 1 I I 1 1 1 I I I 1 1 2 4 6 8 10 12 14 CONSTRUCTION NOTES � _O ARCy1T 07 72 33.61 LINE OF ROOF ACCESS ABOVE G FFR�Y A �7 07 72 33.C1 ROOF ACCESS LADDER 10 14 OO.D3 MONUMENT PLAQUE, SEE D2/A7.12 10 14 OO.M1 SAFE SURRENDER SIGNAGE, SEE C1/A7.12 018 23 REN. 09/30/27 10 14 OO.M2 NO SMOKING SIGN, SEE D1/A7.12 10 50 OO.A1 WALL -MOUNTED METAL TURNOUT LOCKERS (24"W x 20"D x 72"H). PROVIDE sTgTF OF CAUFO��\P WALL BLOCKING 22 04 OO.A1 SANITARY WASTE AND VENT PIPING 22 04 OO.A2 FLOOR DRAIN, SEE PLUMBING 22 04 00.B1 MOP SINK, SEE PLUMBING 22 04 OO.C1 ACCESSIBLE BOTTLE FILLER AND BI-LEVEL DRINKING FOUNTAIN, SEE PLUMBING 22 04 OO.D1 WATER HEATER, SEE PLUMBING cDar 22 04 OO.J1 HOSE BIBB 26 24 16.A3 RECESSED ELECTRICAL PANEL BOARD, SEE ELECTRICAL DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 NOTES 1. SEE FINISH SCHEDULE FOR ADDITIONAL INFORMATION 2. SEE ROOM FINISH SCHEDULE FOR ADDITIONAL INFORMATION e- DESCRIPTION: DATE: BID SET 12/15/25 LEGEND (CPT-1) CARPET TILE (CPT-10) BROADLOOM CARPET (CPT-11)CARPET TILE (CNC) CONCRETE, SEE ROOM FINISH SCHEDULE PROJECT NUMBER: (LVT-1) LUXURY VINYL TILE 230101 (LVT-10) LUXURY VINYL TILE SHEET TITLE: 2' (RM-1) RUBBER MAT °° FIRST FLOOR (T-1) TILE (MOSAIC) FINISH PLAN (T-10) FLOOR TILE, SLATE (TEF-10) TERRAZZO EPDXY FLOORING (TEF-11) TERRAZZO EPDXY FLOORING (ELM-1) ELASTOMERIC DECK COATING SHEET NUMBER: A2ml D1 FIRST FLOOR FINISH FLOOR PLAN A2.11 SCALE: 1 /8" = 1 '-0" 1 (2 5 7 V13 CONSTRUCTION NOTES � -O ARCy/T G 09 65 00.132 VINYL TILE FLOORING TO MATCH TOP AND BOTTOM LANDING, SEE FINISH FLOOR PLAN ON A2.11 10 44 OO.A1 RECESSED FIRE EXTINGUISHER CABINET, SEE D4/T-6 1130 OO.C1 WALL MOUNT RANGE HOOD 018 23 26 24 16.A3 RECESSED ELECTRICAL PANEL BOARD, SEE ELECTRICAL REN. 09/30/27 sTgTF OF CAUFO��P coarl DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com PROJECT: CITY OF NEWPORT BEACH IfA - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - NEWPORT BEACH FIRE - — - - - STATION N0. 1 &LIBRARY -BUNK 110 E BALBOA BLVD 12 2 BUNK NEWPORT BEACH, CA 92661 104400.Al CITY CONTRACT NO. C-8865-1 DH - - - - - - 1 2 4 8 13 NOTES 1. SEE FINISH SCHEDULE FOR ADDITIONAL INFORMATION 2. SEE ROOM FINISH SCHEDULE FOR ADDITIONAL INFORMATION V C'9L�FOR DESCRIPTION: DATE: BID SET 12/15/25 LEGEND (CPT-1) CARPET TILE (CPT-10) BROADLOOM CARPET (CPT-11)CARPET TILE (CNC) CONCRETE, SEE ROOM FINISH SCHEDULE PROJECT NUMBER: (LVT-1) LUXURY VINYL TILE 230101 (LVT-10) LUXURY VINYL TILE SHEET TITLE: °°°°°°°°°° °°°°°°°°°° (RM-1) RUBBER MAT SECOND FLOOR (T-1) TILE (MOSAIC) FINISH FLOOR h(T-10) FLOOR TILE, SLATE PLAN (TEF-10) TERRAZZO EPDXY FLOORING (TEF-11) TERRAZZO EPDXY FLOORING (ELM-1) ELASTOMERIC DECK COATING SHEET NUMBER: D1 SECOND FLOOR FINISH FLOOR PLAN 2.12 SCALE: 1/8"=1'-0" A2m12 14 13 11 7 5 2 1 CONSTRUCTION NOTES � _O ARCy/T �G REY q F �7 05 12 OO.A4 STEEL COLUMN W/ WOOD CLADDING TO MATCH SIDING CFB CFB FRP CFB MAX. HEIGHT 05 51 OO.A1 EXTERIOR METAL STAIR 2 2 2 1 33'- 2" 05 73 13.A9 LAMINATED GLASS RAILING ASSEMBLY CFB 06 10 OO.A2 WOOD BEAM, SEE STRUCTURAL 018 23 REN. 09/30/27 07 62 OO.F3 07 62 OO.G1 07 62 OO.G2 L5 08 91 OO.D1 07 62 OO.F1 07 62 OO.G2 07 62 OO.F1 23 30 OO.A2 06 20 OO.A4 07 62 OO.F1 08 33 23.A1 06 20 OO.A1 EXTERIOR WOOD TRIM 4" ,r �P 06 20 OO.A3 EXTERIOR WINDOW TRIM OF CALK Oo I 06 20 OO.A4 EXTERIOR WOOD DOOR TRIM - 4" I i ''' ROOF 06 20 OO.A5 EXTERIOR WOOD TRIM 5 1/2" 24' - 2" 06 20 OO.D1 WOOD SHUTTERS 0 06 20 00.E1 WOOD TRELLIS = 07 31 13.A1 ASPHALT SHINGLES 07 62 OO.F1 m 07 46 46.A1 07 46 46.A2 FIBER -CEMENT BOARD SIDING, SEE FINISH SCHEDULE FOR TYPE FIBER -CEMENT -HORIZONTAL PATTERN coar ' _ C1BT M w 076200.F1 DOWNSPOUT DESIGN GROUP mi 0 07 62 OO.F3 GUTTER 26 56 19.A2 H 07 62 OO.G1 FASCIA, SEE FINISH SCHEDULE 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 _ T.O.F. 07 62 OO.G2 CORNICE FASCIA, SEE FINISH SCHEDULE 619.698.9177 1 www.coargroup.com w = 1 1 - 6 A.F.F. 08 33 23.A1 OVERHEAD COILING DOOR 07 62 OO.F1 o o a ca a 08 35 13.A2 PANEL FOLDING DOORS 0 ' ' / 0 g � � 0 El 'CFBT 2 08 41 13.A3 08 91 OO.D1 08 95 OO.G1 STOREFRONT SYSTEM, SEE STOREFRONT SCHEDULE GABLE VENT, SEE LOUVER SCHEDULE GABLE VENT, SEE LOUVER SCHEDULE 0 05 12 OO.A4 - « »« LEVEL 1 10 14 OO.D3 10 14 OO.E1 MONUMENT PLAQUE, SEE D2/A7.12 DIMENSIONAL LETTER SIGNAGE I ILI, L FEV_ 0 _0 ESTABLISHED GRADE I I I I Hill ESTABLISHED GRADE � 10 14 0071 ILLUMINATED ADDRESS NUMBERS, SEE A4/A7.12 -0' - 4" 06 20 OO.E1 0841 13.A3 11 15 OO.A1 10 14 0071 22 04 OO.J1 06 20 OO.A3 06 10 OO.A2 07 62 0011 05 51 OO.A1 22 04 OO.J1 05 7313.A9 06 20 OO.A1 -0, - 4" 10 75 OO.A2 WALL MOUNTED FLAG HOLDER Al NORTH EXTERIOR ELEVATION 11 15 OO.A1 22 04 OO.J1 KNOX BOX HOSE BIBB A3.1 SCALE: 1 /8" = 1 '-0" 23 30 OO.A2 MECHANICAL EQUIPMENT, SEE MECHANICAL 26 56 19.A2 WALL MOUNTED EXTERIOR LIGHTING FIXTURE, SEE ELECTRICAL L K J F C B A CFB RF CFB 1 1 1 07 62 0013 1 FRP 23 30 OO.A2 06 20 OO.A3 107 62 OO.G2 2 CFB 07 62 0011 07 31 13.A1 2 ' 07 62 0011 MAX. HEIGHT I i 33' - 2' - I PROJECT: 07 62 OO.F1 Lu ROOF CITY OF NEWPORT BEACH c� o NEWPORT BEACH FIRE J STATION NO. 1 & LIBRARY M m w 110 E BALBOA BLVD 40 o NEWPORT BEACH, CA 92661 LL LEVEL 2 T.O.S 13- o" CITY CONTRACT NO. C-8865-1 w _ _ T.O.F. 1 07 62 OO.F1 10' - A.F.F. NOTES �P O�� El 0 LEVEL 1 1. NOTES AND DETAILS APPLY TO ALL ELEVATIONS U.N.O. 0 0' - 0" ESTABLISHED GRADE - - - - - - - - - - - - - -Fli- - - - ESTABLISHED GRADE 2. FOR FINISH SCHEDULE SEE SHEET A6.1 V -0' - 4" 26 56 19.A2 061000.A2 22 04 OO.J1 0512 OO.A4 06 20 OO.A1 22 04 OO.J1 7 62 OO.F1 06 20 OO.E1 -0' - 4" 3. LEVEL 1 INDICATES FINISH FLOOR ELEVATION. FINISH FLOOR B1 EAST EXTERIOR ELEVATION ELEVATION IS 9.65', SEE CIVIL. I-1FORN A3.1 SCALE: 1 /8" = 1 '-0" 4. ESTABLISHED GRADE IS 9.25', REFER TO CIVIL SHEET C1.6 1 2 4 6 8 10 12 13 14 DESCRIPTION: DATE: BID SET 12/15/25 i 08 3513.A2 13.A1 i i 07 62 0051 08 41 13.A3 10 75 OO.A2 07 46 I 46.A1 07 62 0011 10 14 OO.E1 I I 1 MAX. HEIGHT 07 31 07 46 46.A2 07 62 OO.G2 07 62 00.G1 TYP. I CFB CFB RF FRP 07 62 0013 2 1 08 95 00.G1 L6 10 14 OO.E1 26 56 19.A2 1 2 '-'-' ROOF - - - - - a - 24'-2" c� 07 62 0011 o 0 w , Q co W w O F J IR IE 2 Il f Q Il O H H o ❑ o 0 � � � � Q � 07 62 0051 � = - - T.O.F. 1 1 0 \ 0 CFB 2 LEVEL 1 01-01, L3 ESTABLISHED GRADE _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ESTABLISHED GRADE -O4 - 22 04 OO.J1 10 14 00B_3 08 41 13.A3 10 14 OO.T1 22 04 OO.J1 06 20 OO.A1 07 62 OO.F1 06 20 OO.D1 07 62 0051 22 04 OO.J1 06 20 OO.A3 11 15 OO.A1 -0' - 4" C1 SOUTH EXTERIOR ELEVATION A3.1 SCALE: 1 /8" = 1 '-O" A D E G H L CFB RF FRP 07 62 OO.G2 2 07 62 0013 1 2 07 62 0011 08 41 13.A3 MAX. HEIGHT 33'-2" PROJECT NUMBER: 230101 '-'-' ROOF SHEET TITLE: o 06 20 OO.A3 w _ m EXTERIOR cq Mw w ELEVATIONS M � O CFB of LL 1 (D 06 20 OO.E1 - w CFBT 1 SHEET NUMBER: - LEVEL 1 0'-01 EOSTA4BLISHED GRADE - - - - - - _ - - - - - - ESTABLISHED GROADE '- A3l D1 WEST EXTERIOR ELEVATION 06 20 OO.A5 22 04 OO.J1 7 62 0011 22 04 OO.J1 08 35 13.A2 4" ■ A3.1 SCALE: 1 /8" = 1 '-O" CONSTRUCTION NOTES _O ARCy/T � �G FFR�Y A 05 51 33.A1 ROOF ACCESS LADDER, ADD BLOCKING PER A2/A7.8 06 10 00.B16 FRAMED SOFFIT ABOVE CABINETS, SEE SOFFIT DETAIL B2/A7.7 A D H L 22 04 OO.F1 RECESSED BOTTLE FILLING STATION * �r 23 30 OO.A2 MECHANICAL EQUIPMENT, SEE MECHANICAL 018 23 REN. 09/30/27 I C L sTgTF OF CAUFO�\P D1 A4.3 I 23 30 OO.A2 06 10 00.1316 � D2 MAX. HEIGHT 33' - 2" I coar A4.3 63 DESIGN GROUP A7.8 9640 GRANITE RIDGE DR, SUITE 130 - _ SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com i ROOF 24' - 2" D1 B1 D4 A4.4 ----- A7.14 ----- A4.3 PATIO EXIT HALLWAY KITCHEN 1 DAY ROOM I PATIO 2 1 0 1200 I 1201 1212 i 1213 i ' I I I 1 CLERESTORY I I 1 16' - 0' :. v rr LEVEL 2 T( O•S) � 13' - 0" - - 1 1 ° o , ° T.O.F. 1 HOSE 1107 I I I I KITCHEN WORK AREA STACK AREA FLEX FITNESS SHOP HALL EMS TURNOUTS (12) 117 115 106 107B ' I 1111 1108 1101 1104 1114 , 1 1 1 I I LEVEL 1 I I ® 1 _ LEVEL 1 22 04 OO.F1 0' - 0" a ESTABLISHED G DE - 4" - 0' - 0" ESTABLISHED G DE -0' - 4" tI - - - _ _ _ _-0' PROJECT: CITY OF NEWPORT BEACH Al BUILDING SECTION A2 BUILDING SECTION NEWPORT BEACH FIRE A4.1 SCALE: 1 /8" = 1'-0" A4.1 SCALE: 1 /8" = 1'-0" STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 1 2 9 7 11 13 MAX. HEIGHT CITY CONTRACT NO. C-8865-1 NOTES P �/Q� 33' - 2" t.1� 113 B1 A7.9 B1 D4 I A7.9 A4.4 O<C A4.4 A4.4 1. NOTES AND DETAILS APPLY TO ALL SECTIONS U.N.O. I _ - _ i ROOF 2. FOR FINISH SCHEDULE SEE SHEET A6.1 � 24' - 2" 3. HORIZONTAL ASSEMBLIES SHALL BE PROTECTED BY SHAFT ENCLOSURE OR COMPLY WITH CBC 717.6.1 FOR THROUGH ° I 'ciFpR PENETRATION OR CBC 717.6.2 FOR MEMBRANE PENETRATIONS (CBC RR l20 EXIT HALL WA 1201 FLEX 1207 D1 4. 717.6) JOINTS INSTALLED IN OR BETWEEN FIRE RATED WALLS, DESCRIPTION: DATE: i i A4.5 A4.5 A718 FLOOR/CEILING AND ROOFS SHALL BE PROTECTED BY AN APPROVED © FIRE-RESISTANT JOINT SYSTEM DESIGNED TO RESIST THE PASSAGE BID SET 12/15/25 OF FIRE FOR TIME PERIOD AS REQUIRED BY THE FIRE RATED 1 1 1CONSTRUCTION (CBC 75 1 T.O.F. h z I I 1 I Al A7.13 1 1 oao II I I ' I APPARATUS BAY I 1112 ' - ' - - - FITNESS 1111 ELEC RR 1115 112 RR 113 JAN 114 WORK AREA OK 115 I BI 103 OP I I II II 1 1 d LEVEL 1 h - - - e � � e -ESTABLISHED _ GO' 0" DE 0 0 B1 BUILDING SECTION A4.1 SCALE: 1 /8" = 1'-0" 1 2 7 8 13 14 233000.A2 D3 055133.A1 WALL LEGEND MAX. HEIGHT A4.5 33- 2" ® 2x4 STUD WALL -1/2 HOUR WALL - EXTEND TO STRUCTURE D1 ABOVE PER ASSEMBLY REQUIRED FOR CONTINUITY OF FIRE RESISTIVE CONSTRUCTION A77.. 9 A7.9 O 2x6 STUD WALL ROOF 24' - 2" D1 _ _ D4 A4.5 ® 2x6 STUD WALL -1 HOUR WALL EXTEND TO STRUCTURE A7.9 ABOVE PER ASSEMBLY REQUIRED FOR CONTINUITY OF FIRE RESISTIVE CONSTRUCTION PROJECT NUMBER: I LAUNDRY 1 JAN EXIT HALLWAY STOR EXIT STAIRS _ _ _L _ _ _ I 0 2x8 STUD WALL ' 211 1201 1210 1209 230101 0 LINE OF WALL BELOW AB2 C2 SHEET TITLE: 1 A7.15 I I BUILDING 10' - 0' 0 1 SECTIONS APPARATUS BAY ESTIBULE HALL STAIRS RR CHILDREN'S AREA STACK AREA ADULT STUDY ' 1112 11105 1101 I 1106 111 110 106 105 LEVEL 1_ 0'-01, P d, I I d -d- 9 I I ESTABLISHED GRADE SHEET NUMBER: 0 B3 A4.13 A4m 1 Cl BUILDING SECTION A4.1 SCALE: 1 /8" = 1'-0" CONSTRUCTION NOTES _O ARCy/T � 018 23 REN. 09/30/27 sTgTF OF CAUFO��P D JcDar DESIGN GROUP A417 D2 A4.7 � rD3 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 i A4.7 i 619.698.9177 1 www.coargroup.com - — - — T D1 A4.4 - - I I 1 1 1 1 Ix 1 I T.O.F. I 10' - 0" 1 I I I 1 1 CHIT DREN'S PROGRAM OFFICE I 11'g RR H' LLWAY 113 109 � CHILDREN'S AREA 110 AREA ' I 1 I J I I I I 110B I 1 1 I LEVEL 1 01-01, _ESTABLISHED G DE PROJECT: CITY OF NEWPORT BEACH Al BUILDING SECTION NEWPORT BEACH FIRE A4.2 SCALE: 1 /8" = 1 '-0" STATION NO. 1 & LIBRARY 110 E BALBOA BLVD D3 D2 NEWPORT BEACH, CA 92661 B A4.6 A4.13 A4.3 H L CITY CONTRACT NO. C-8865-1 NOTES � 01, P0 MAX. HEIGHT 1. NOTES AND DETAILS APPLY TO ALL SECTIONS U.N.O. 0 2. FOR FINISH SCHEDULE SEE SHEET A6.1 — ROOF _o�_ 24 - 2 3. HORIZONTAL ASSEMBLIES SHALL BE PROTECTED BY SHAFT C,9 ENCLOSURE OR COMPLY WITH CBC 717.6.1 FOR THROUGH Nip' 1 PENETRATION OR CBC 717.6.2 FOR MEMBRANE PENETRATIONS (CBC I ' I I 717.6) BUNK 1203 I BUNK 1205 FLEX I EXIT STAIRS 1207 i 1209 EXIT HALLWAY 1201 KITCHEN 1 DAY ROOM PATIO 2 1212 I 1213 I 4. JOINTS INSTALLED IN OR BETWEEN FIRE RATED WALLS, DESCRIPTION: DATE: I r FLOOR/CEILING AND ROOFS SHALL BE PROTECTED BY AN APPROVED I�fl a I I I FIRE-RESISTANT JOINT SYSTEM DESIGNED TO RESIST THE PASSAGE BID SET 12/15/25 1 I a a I LEVEL 2 (T.O.S) OF FIRE FOR TIME PERIOD AS REQUIRED BY THE FIRE RATED CONSTRUCTION (CBC 715) 1 13' - 0" 1 FITNESS STOR COMP STAIRS HALL 1 LOBBYI I I I 1111 11 9 1110 I � 1106 1101 1100' i I LEVEL 1 - - ESTABLISHED G DE 1� LJ-0' - 4" 777 B1 BUILDING SECTION A4.2 SCALE: 1 /8" = 1 '-0" D1 p2 WALL LEGEND B J E A4.6 A4.6 G ® 2x4 STUD WALL -1/2 HOUR WALL - EXTEND TO STRUCTURE D1 ABOVE PER ASSEMBLY REQUIRED FOR CONTINUITY OF D3 D1 ol A7.9 A7.9 _ — _ — _ ROOF FIRE RESISTIVE CONSTRUCTION O 2x6 STUD WALL i i A4.7 1 � � � — — 24' - 2" � ® 2x6 STUD WALL -1 HOUR WALL - EXTEND TO STRUCTURE D3 I I i ABOVE PER ASSEMBLY REQUIRED FOR CONTINUITY OF FIRE RESISTIVE CONSTRUCTION A4.8 _ 1 1 - - 0 2x8 STUD WALL PROJECT NUMBER: --- I I 230101 I LINE OF WALL BELOW ei I 1 SHEET TITLE: o I I T.O.F.I I I BUILDING B2 A7.7 I I 10' - 0" I I APPARATUS BAY SECTIONS OUTE ' LOBBY INNER LOBBY ADULT STUDY I I I I 1 1 0A 100B 105 1 ' I I LEVEL 1 e I I _ _ LEVEL 1 e e - r ESTABLISHED G DE 4" - —° - ILj ° ° ESTABLISHED G DE -0' - 4" SHEET NUMBER: I 0 A4m2 Cl BUILDING SECTION C2 BUILDING SECTION A4.2 SCALE: 1/8"=1'-0" • SCALE: 1 /8" = 1 '-0" A B C D H J K L ,S _O ARC,,11T A4 018 23 REN. 09/30/27 Al sTgTF OF A7.9 CAOF°��P ASPHALT SHINGLES rAl A7.9 ASPHALT SHINGLES - - � PLYWOOD SHEATHING � ' I ROOF FRAMING, SEE � STRUCTURAL FASCIA, SEE FINISH SCHEDULE coar - - - I I CORNICE FASCIA, SEE FINISH DESIGN GROUP I SCHEDULE PLYWOOD SHEATHING, SEE 9640 GRANITE RIDGE DR, SUITE 130 I STRUCTURAL - - SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com ' ROOF FRAMING, SEE I STRUCTURAL _ _ ROOF WOOD ROOF FRAMING, SEE 24' - 2" - - STRUCTURAL PLYWOOD CRICKET, SLOPE FIBER -CEMENT BOARD L TO DRAIN MINIMUM 1/4" x 12" WOOD CEILING FRAMING, SIDING, SEE FINISH L SEE STRUCTURAL SCHEDULE FOR TYPE PLYWOOD SHEATHING, SEE STRUCTURAL ROOF CORNICE FASCIA, SEE FINISH 24' - 2" T-BAR CEILING ENGINEERED WOOD SOFFIT SCHEDULE ACOUSTIC CEILING PANEL PLYWOOD SHEATHING, SEE STRUCTURAL FIBER -CEMENT BOARD FIBER -CEMENT BOARD WOOD ROOF FRAMING, SEE SIDING, SEE FINISH SIDING, SEE FINISH ° STRUCTURAL SCHEDULE FOR TYPE — SCHEDULE FOR TYPE STOREFRONT SYSTEM, SEE STOREFRONT SCHEDULE B2 I PROJECT: --- CLERESTORY CITY OF NEWPORT BEACH ENGINEERED WOOD SOFFIT G NEWPORT BEACH FIRE SOFFIT WOOD FRAMING, SEE D2 STATION NO. 1 & LIBRARY STRUCTURAL A7.14 B2 A7.9 110 E BALBOA BLVD CORNICE FASCIA, SEE FINISH _ _ _ NEWPORT BEACH, CA 92661 SCHEDULE CITY CONTRACT NO. C-8865-1 KITCHEN 1 DAY ROOM PATIO 1213 I I ' LAMINATED GLASS RAILING I �WPp ASSEMBLY CORNICE FASCIA, SEE FINISH 0 }. LAMINATED GLASS RAILING SCHEDULE PLYWOOD SHEATHING EXTERIOR WOOD TRIM 4" ASSEMBLY - FIBER -CEMENT BOARD B3 I I C3 SIDING, SEE FINISH A7.9 i C `P '91-N FOR PLYWOOD SHEATHING, SEE A7,2 SCHEDULE FOR TYPE _ _ - D2 PATIO 1200 HALL STRUCTURAL PLYWOOD SHEATHING, SEE A7.14 STRUCTURAL ' ACOUSTIC BATT INSULATION WOOD FLOOR JOIST, SEE DESCRIPTION: DATE: I _CORNICE FASCIA, SEE FINISH - STRUCTURAL - —' z o SCHEDULE WOOD FLOOR JOIST, SEE STRUCTURAL SLOPE TO DRAIN---- ----SLOPE TO DRAIN LEVEL 2 (T.O.S) T100 F BID SET 12/15/25 N GYPSUM BOARD, SEE ROOM O FINISH SCHEDULE FOR TYPE 2 LAYERS TYPE X GYPSUM I T BAR CEILING BOARD ATTACHED TO FIBER CEMENT BOARD UNDERSIDE OF FLOOR JOIST SIDING, SEE FINISH WITH RESILIENT CHANNEL. WOOD FRAMING, SEE SCHEDULE FOR TYPE SEE A3/A7.13 FOR FLOOR 2 LAYERS TYPE X GYPSU STRUCTURAL ASSEMBLY BOARD ATTACHED TO UNDERSIDE OF FLOOR JOIST - CORNICE FASCIA, SEE FINISH ACOUSTIC CEILING PANEL PLYWOOD SHEATHING, SEE —SLOPE TO DRAIN LEVEL 2AT. WITH RESILIENT CHANNEL. SEE A3/A7.13 FOR FLOOR EJ�SCHEDULE STRUCTURAL ASSEMBLY HARDIE SOFFIT, SEE FINISH / BATT INSULATION, SEE WALL SCHEDULE TYPE T.O.F. 1 WOOD CEILING FRAMING, 10' - 0" SEE STRUCTURAL FIBER CEMENT BOARD \/ WOOD FRAMED GYPSUM BOARD CEILING GYPSUM BOARD, SEE ROOM FINISH SCHEDULE FOR TYPE SIDING, SEE FINISH SCHEDULE FOR TYPE WOOD FRAMED GYPSUM TURNOUTS EXTERIOR BOARD CEILING WOOD FRAMING, SEE SOFFIT WOOD FRAMING, SEE - STRUCTURAL STRUCTURAL T.O.F. 1 FIBER -CEMENT BOARD O 10' - 0" SIDING, SEE FINISH SCHEDULE FOR TYPE ' PLYWOOD SHEATHING, SEE HARDIE SOFFIT, SEE FINISH FLEX EXTERIOR SCHEDULE STRUCTURAL PLYWOOD SHEATHING, SEE CORNICE FASCIA, SEE FINISH STRUCTURAL SCHEDULE PLYWOOD SHEATHING, SEE BATT INSULATION, SEE WALL Bl STRUCTURAL TYPE A7.8 CORNICE FASCIA, SEE FINISH SCHEDULE CONCRETE CURB, REFER TO FINISH FLOOR, SEE ROOM 6/S1.2 FOR STRUCTURAL FINISH SCHEDULE DETAILS WALL BASE WHERE OCCURS, SEE FINISH SCHEDULE Al A7.1 VAPOR BARRIER, AS FIBER -CEMENT WALL BASE PROJECT NUMBER: VAPOR BARRIER, AS REQUIRED REQUIRED WALL BASE WHERE OCCURS, CONCRETE CURB, REFER TO CRUSHED ROCK, SEE CONCRETE FOOTING, SEE 230101 CRUSHED ROCK, SEE SEE FINISH SCHEDULE 6/S1.2 FOR STRUCTURAL STRUCTURAL STRUCTURAL STRUCTURAL DETAILS LLEVEL °. .e A7.1 SHEET TITLE: 1 '� I — — — — — — — — — LEVEL 1 a LEVEL 1 °d10 a ° � 01-01, n a d° a d d ° 0 -0, 9 0'-0, WALL SECTIONS - ° d - ° a °_°- ° a',4 ea a ,° ' 9 ° - .- .Q,.°., a a a ° a a° e- -• d .d .- -, a •,? a °_° _ - . a ••O - ° - -° -° "° a "4j ".. .®. _,_ -. ae ., a, d- a �e -e = ;d• -° • a °e a .._ ° ° °_°• ° d _a.. .. ', .°° •° '."° - a .. n,°4 a,d a ", "d` •. :"- '" � ° = "a a _ _�°e,• ", - e" °, d'e '" - -O" _ ° "' °e, d.a _'.° _ •- ° _ - °" - ° Pd ° a °. CONCRETE FOOTING, SEE _ d_ °d' -- a - °; F, d _ " °- _ — — ".d d.e�_°,tr°- 9 -a°- STRUCTURAL -n. a.d_ ° ° - d e �° -O° ,-•°a' a ,. _°' Q- A°' .eq a - ° a' °• - a • a a .." - _ e� ° ". ,e _ d ,. 4_ _ d °' a e : °" ' ° e , '_• Aa ' _ a°: ." .,• _ - d ,° a - a O��O� O��O� O��O� O��O� O�� O O O O °; _ 4 ' , ° ; : e CRUSHED ROCK, SEE - �`�{ t r - a Q _ a \ ; . _ ., d O O �Oo O�Q�o O��Oo C a d ° e d° .: :a ° - ; - -a: ° : a"., STRUCTURAL a _ - ,. -A.-•. a _ _ SHEET NUMBER: A A LEH LLEH E�� m — 111 Hill III III III-A4m D1 FIRE STATION - WALL SECTION D2 FIRE STATION - WALL SECTION D4 LIBRARY - WALL SECTION A4.3 SCALE: 3/4" = 1'-0" /�4, SCALE: 3/4" = 1'-0" A4.3 SCALE: 3/4" = 1'-0" 7 A2 A7.9 ��SED ARC/* 018 23 GUTTER ' REN. 09/30/27 ASPHALT SHINGLES I GUTTER sTgTF ROOF ROOF — OF- CAUFO��\P 24' - 2" 24' - 2" I (DOWNSPOUT II I o PLYWOOD SHEATHING, SEE PLYWOOD SHEATHING, SEE I I I I ' J coar CORNICE FASCIA, SEE FINISH STRUCTURAL o STRUCTURAL i SCHEDULE ROOF FRAMING, SEE ROOF FRAMING, SEE DESIGN GROUP STRUCTURAL STRUCTURAL 9640 GRANITE RIDGE DR, SUITE 130 A2 STRUCTURAL STEEL BEAM, SAN DIEGO, CA 92123 A7.9 SEE STRUCTURAL I I 619.698.9177 I www.coargroup.com I I WOOD FRAMED GYPSUM ACOUSTIC CEILING PANEL BOARD CEILING I I GUTTER I I I STRUCTURAL STEEL BEAM, I I � SEE STRUCTURAL PLYWOOD SHEATHING, SEE I I i I ASPHALT SHINGLES STRUCTURAL PLYWOOD SHEATHING, SEE ' STRUCTURAL BATT INSULATION, SEE WALL I I TYPE WOOD FRAMED GYPSUM GYPSUM BOARD, SEE ROOM I I I I _ — BOARD CEILING FINISH SCHEDULE FOR TYPE I I I I RESTROOM FLEX I I I I CORNICE FASCIA, SEE FINISH I I SCHEDULE I I PROJECT: I I I I I I I I I I CITY OF NEWPORT BEACH WOOD FLOOR JOIST, SEE STRUCTURAL I I NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY PLYWOOD SHEATHING, SEE STRUCTURAL WALL BASE WHERE OCCURS, SEE FINISH SCHEDULE 110 E BALBOA BLVD CERAMIC TILE WAINSCOT, 2 LAYERS TYPE X GYPSUM NEWPORT BEACH, CA 92661 SEE ROOM FINISH SCHEDULE BOARD ATTACHED TO FINISH FLOOR, SEE ROOM FIBER -CEMENT BOARD UNDERSIDE OF FLOOR JOIST FINISH SCHEDULE SIDING, SEE FINISH CITY CONTRACT NO. C-8865-1 WALL BASE WHERE OCCURS, WITH RESILIENT CHANNEL. SCHEDULE FOR TYPE SEE FINISH SCHEDULE SEE A3/A7.13 FOR FLOOR PLYWOOD SHEATHING, SEE PLYWOOD SHEATHING, SEE ASSEMBLY STRUCTURAL STRUCTURAL LEVEL 2 (T.O.S) LEVEL 2 T.O.S �W Pp GUTTER T&G PLANK CEILING, PAINT 1) 13' - 0" 13' - 0" TPO MEMBRANE 0� (P � I RIGID INSULATION � ,y FASCIA, SEE FINISH SCHEDULE ASPHALT SHINGLES — T.O.F. 2 LAYERS TYPE X GYPSUM C q�/Fo PLYWOOD SHEATHING, SEE 1 1' _ 6' BOARD ATTACHED TO fL STRUCTURAL > UNDERSIDE OF FLOOR JOIST WITH RESILIENT CHANNEL. o SEE A3/A7.13 FOR FLOOR PLYWOOD SHEATHING, SEE DESCRIPTION: DATE: ASSEMBLY STRUCTURAL - '- - ----- GYPSUM BOARD, SEE ROOM FINISH SCHEDULE FOR TYPE T.O.F. 1 ROOF SEE STRUCTURAL BID SET 12/15/25 10' - 0" WOOD FLOOR JOIST, SEE - STRUCTURAL WOOD FRAMED GYPSUM BOARD CEILING WOOD FRAMED GYPSUM BOARD CEILING WOOD FRAMED GYPSUM PLYWOOD SHEATHING, SEE WOOD FRAMED GYPSUM BOARD CEILING STRUCTURAL BOARD CEILING C1 \ PORCH BEAM, SEE ACOUSTIC CEILING PANEL STRUCTURAL BATT INSULATION, SEE WALL FIBER -CEMENT BOARD TYPE WOOD JOIST, SEE SIDING, SEE FINISH PLYWOOD SHEATHING, SEE _ STRUCTURAL SCHEDULE FOR TYPE STRUCTURAL PLYWOOD SHEATHING, SEE EXTERIOR WINDOW TRIM A4 A7.5 GYPSUM BOARD, SEE ROOM STRUCTURAL GYPSUM BOARD, SEE ROOM GYPSUM BOARD, SEE ROOM FINISH SCHEDULE FOR TYPE FINISH SCHEDULE FOR TYPE - - FINISH SCHEDULE FOR TYPE BATT INSULATION, SEE WALL A4 A7.3 TYPE - APPARATUS BAY FITNESS GYPSUM BOARD, SEE ROOM - GYPSUM BOARD, SEE ROOM FINISH SCHEDULE FOR TYPE FINISH SCHEDULE FOR TYPE EXTERIOR KITCHEN If PLYWOOD SHEATHING, SEE STRUCTURAL EXTERIOR APPARATUS BAY ELECTRICAL RESTROOM ALUMINUM WINDOW FIXED, SEE WINDOW SCHEDULE CONCRETE CURB, REFER TO EXTERIOR WINDOW SILL C4 6/S1.2 FOR STRUCTURAL = A7.5 DETAILS WALL BASE WHERE OCCURS, L_ SEE FINISH SCHEDULE WALL BASE WHERE OCCURS, FIBER -CEMENT BOARD CONCRETE SLAB -ON -GRADE, SEE FINISH SCHEDULE SIDING, SEE FINISH GYPSUM BOARD, SEE ROOM SEE STRUCTURAL FINISH FLOOR, SEE ROOM D2 SCHEDULE FOR TYPE FINISH SCHEDULE FOR TYPE CONCRETE FOOTING, SEE DOOR AS SCHEDULED — FINISH SCHEDULE A7.1 CONCRETE CURB, REFER TO PLYWOOD SHEATHING PLYWOOD SHEATHING, SEE STRUCTURAL CONCRETE SLAB -ON -GRADE, D4 VAPOR BARRIER, AS � 6/S1.2 FOR STRUCTURAL PROJECT NUMBER: CONCRETE CURB, REFER TO STRUCTURAL VAPOR BARRIER, AS SEE STRUCTURAL A7.3 REQUIRED CRUSHED ROCK, SEE DETAILS WALL BASE WHERE OCCURS, 230101 6/S1.2 FOR STRUCTURAL WALL BASE WHERE OCCURS, REQUIRED CRUSHED ROCK, SEE STRUCTURAL STRUCTURAL - SEE FINISH SCHEDULE DETAILS A1 SEE FINISH SCHEDULE l� CRUSHED ROCK, SEE - VAPOR BARRIER, AS A7.1 EVOELOI„ A7?1 a, EOELO v — E0 ad SHEET TITLE. - PSTRUCTURAL ° a. a - •_ a'-. d °-- °. 4 - - - _ _ 4. < d . - .., 4.- .e` •._,--0.'d - -.- ° - d:, 4 ° _ - - a 2 _ _ °,d° - - -01 -. °d„ - _ - 01-0LEV1, - - e•d d•e WALL O� � O� � O� � O� � O� � O� � O� � O� � O� � O� � O� O s •° d e — `, _ °•° _ _ - -a ,. _ ° _ _ - _ - _ _. ° d _ _ - -, °•d ° - - _. _ °; °°_- . - __ - - VAPOR BARRIER, AS __-d_a,•4° °�_;°` ,cn•°° -• --.. -; a .a '' tr, ._.-, d°' ..-.°.-, e.a- °° '"a-_°"d '°tr '. ••° _ -` - .e_ ° sO�oOO -_ _• _,_°,° a•-.e°_d REQUIRED `-d e - .d - - ° • n - _ e e v •, - m d ° Y n oOO O�oOO O�oOO O�oOO O�oOO O O O 0 O 0 d _ , °: e ,° • a n .. v° , CONCRETE FOOTING, SEE SHEET NUMBER: STRUCTURAL CRUSHED ROCK, SEE STRUCTURAL D1 LIBRARY - WALL SECTION D2 FS & LIBRARY - WALL SECTION D3 FS & LIBRARY -WALL SECTION D4 FS & LIBRARY - WALL SECTION A4.4 SCALE: 3/4" = l'-0" A4.4 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" rA2A7.9 2 ��SED ARCll I * � 018 23 ASPHALT SHINGLES REN. 09/30/27 sTgTF PLYWOOD SHEATHING, SEE - — - — - PLYWOOD SHEATHING, SEE STRUCTURAL _ STRUCTURAL _ ROOF OF CAUFO��\P 24' - 2" GUTTER CORNICE FASCIA, SEE FINISH SCHEDULE cow i �--- DESIGN GROUP -, 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 ROOF FRAMING, SEE 619.698.9177 I www.coargroup.com STRUCTURAL WOOD FRAMED GYPSUM 13 14 BOARD CEILING DOOR AND FRAME, SEE DOOR SCHEDULE I I ASPHALT SHINGLES- Al � STUCCO OVER EXPANDED PLYWOOD SHEATHING, SEE A7.9 METAL LATH OVER BUILDING STRUCTURAL PAPER — - PLYWOOD SHEATHING I 1 1 I CORNICE FASCIA, SEE FINISH SCHEDULE 1 3 PROJECT: ROOF ACCESS LADDER, ADD I BLOCKING PER A2/A7.8 r_ CLERESTORY='- _"_ ."_._._:` _ FIBER -CEMENT BOARD 16 - 0 - " - -" CITY OF NEWPORT BEACH LAUNDRY/JAN _ _ SIDING, SEE FINISH SCHEDULE FOR TYPE NEWPORT BEACH FIRE FLOOR DRAIN, SEE PLYWOOD SHEATHING, SEE STATION N0. 1 &LIBRARY PLUMBING STRUCTURAL ACOUSTIC BATT INSULATION BATT INSULATION, SEE WALL 110 E BALBOA BLVD WOOD FLOOR JOIST, SEE TYPE NEWPORT BEACH, CA 92661 ASPHALT SHINGLES STRUCTURAL 2 LAYERS TYPE X GYPSUM BOARD CITY CONTRACT NO. C-8865-1 PLYWOOD SHEATHING, SEE ATTACHED TO UNDERSIDE OF FLOOR STRUCTURAL JOIST WITH RESILIENT CHANNEL. SEE GYPSUM BOARD, SEE ROOM TPO MEMBRANE A3/A7.13 FOR FLOOR ASSEMBLY FINISH SCHEDULE FOR TYPE WPQ/Q RIGID INSULATION ASPHALT SHINGLES LEVEL 2 T.O.S �` PLYWOOD SHEATHING, SEE STRUCTURAL T&G PLANK CEILING, PAINT WOOD ROOF FRAMING, SEE (P-1) 6r; C1 - STRUCTURAL :xl T.O.F. T.O.F. ASPHALT SHINGLES C,9 P /FOFtN� 1 V - 6" 1 V - 6" PLYWOOD SHEATHING, SEE O STRUCTURAL DESCRIPTION: DATE: WOOD ROOF FRAMING, SEE STRUCTURAL STEEL BEAM, GUTTER STRUCTURAL SEE STRUCTURAL J PLYWOOD SHEATHING, SEE J MECHANICAL EQUIPMENT, SEE - _ BID SET 12/15/25 STRUCTURAL MECHANICAL T.O.F. 1 � T.O.F. 1 =� , J 10' - 0" 10' 0" I I WOOD FRAMED GYPSUM HARDIE SOFFIT, SEE FINISH BOARD CEILING SCHEDULE PORCH BEAM, SEE BATT INSULATION, SEE WALL ACOUSTIC CEILING PANEL STRUCTURAL TYPE ACOUSTIC CEILING PANEL GYPSUM BOARD, SEE ROOM FINISH SCHEDULE FOR TYPE BATT INSULATION, SEE WALL I I TYPE I I I I FIBER CEMENT BOARD PLYWOOD SHEATHING, SEE I I SIDING, SEE FINISH STRUCTURAL SCHEDULE FOR TYPE I I CUSTOM WOOD PANELING, SEE INTERIOR ELEVATIONS FOR MORE INFORMATION DOOR AND FRAME, SEE GYPSUM BOARD, SEE ROOM _ FIBER -CEMENT BOARD PLYWOOD SHEATHING DOOR SCHEDULE FINISH SCHEDULE FOR TYPE SIDING, SEE FINISH BATT INSULATION, SEE WALL SCHEDULE FOR TYPE TYPE I I I I I I WORK AREA BOOK DROP LOBBY EXTERIOR APP BAY VESTIBULE ADULT STUDY EXTERIOR I I I I I I I I PLYWOOD SHEATHING, SEE I I STRUCTURAL I I I I GYPSUM BOARD, SEE ROOM I I FINISH SCHEDULE FOR TYPE WALL BASE WHERE OCCURS, I I SEE FINISH SCHEDULE WALL BASE WHERE OCCURS, WALL BASE WHERE OCCURS, SEE FINISH SCHEDULE SEE FINISH SCHEDULE FINISH FLOOR, SEE ROOM CONCRETE SLAB -ON -GRADE, FINISH FLOOR, SEE ROOM CONCRETE CURB, REFER TO WALL BASE WHERE OCCURS, FINISH SCHEDULE CONCRETE CURB, REFER TO 6/S1.2 FOR STRUCTURAL PROJECT NUMBER: WALL BASE WHERE OCCURS, SEE STRUCTURAL FINISH SCHEDULE 6/S1.2 FOR STRUCTURAL SEE FINISH SCHEDULE CONCRETE SLAB -ON -GRADE, DETAILS SEE FINISH SCHEDULE VAPOR BARRIER, AS VAPOR BARRIER, AS DETAILS VAPOR BARRIER, AS FINISH FLOOR, SEE ROOM SEE STRUCTURAL VAPOR BARRIER, AS 230101 REQUIRED REQUIRED D4 REQUIRED FINISH SCHEDULE REQUIRED Al Cl 4a a- CRUSHED ROCK, SEE CRUSHED ROCK, SEE STRUCTURAL A7.1 CRUSHED ROCK, SEE CRUSHED ROCK, SEE A7.1 CONCRETE FOOTING, SEE SHEET TITLE: A7.1 STRUCTURAL LEVEL 1 LEVEL] A STRUCTURAL LEVEL 1 1 LEVEL 1 STRUCTURAL 1 STRUCTURAL C 4a 0' 0 �aa ' 0 -0' a e a 0 -0 0'-0" e 4- _,4� as 4- 4 .Qaa `'4 WALL SECTIONS " a- - q' - - •- 4 ad' a, - a -, .- a .- d - - a ad•' - < •". .4� "- �'•- a as "a . .a 8•,, a _ -,a a - — o � a • a a e • � - a 4 pa4 - d -. 4 ., a a Pd" a _ •- - ". c a 4 _ - d - -, ".,ao-a, ,4 d - nd - -- G - _ daP - - - _ ., a Q ," d - a. - _ - - •ad,_ - c a _ - a a ", d, _• - - CONCRETE FOOTING, SEE ° a 19a a _° Q' "• - - _ - a_ d' _ - - z �a 0 0 0� ud a a - _ .•.d e..- a _ STRUCTURAL.a'�- ^ a" - _ O�oO O�oO O�oO O�O O�oO O�oO — JOO O�oO O� e - a -, - a a a 4 a.e � _ ",b •, u a , -P a O�oO O�oO O�oO O�OC e a' .d -4 a- — 1 In�,.nl In�,.n�n�,.n�n�,.n�n�,.n�n�,.n� — -a d" -,•.a , . a. "a a - '. - a• o -. ,, a_. a - a _" _ ;' _ SHEET NUMBER: — a - `�• - A U U M A4m5 D1 LIBRARY - WALL SECTION D2 LIBRARY - WALL SECTION D3 FS & LIBRARY - WALL SECTION_APP BAY, LAUNDRY D4 LIBRARY - WALL SECTION A4.5 SCALE: 3/4" = 1'-0" A4.5 SCALE: 3/4" = l'-0" A4.5 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" B � _O ARC,,j/T RAY A, �G FF �7 I ASPHALT SHINGLES 018 23 REN. 09/30/27 = STUCCO OVER EXPANDED METAL LATH OVER BUILDING qTF OF- CAUF0 I PAPER PLYWOOD SHEATHING I I coar GDESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com I D1 RIGID INSULATION GUTTER , A7.9 A2 I ' ROOF 24' - 2' ASPHALT SHINGLES ROOF FRAMING, SEf STRUCTURAL ,Lj 0 --- -� PLYWOOD SHEATHING, SEE STRUCTURAL Cl A7.8 C1 A7.8 ASPHALT SHINGLES PLYWOOD SHEATHING, SEE WOOD FRAMED GYPSUM - STRUCTURAL STEEL FRAMING STRUCTURAL BOARD CEILING PROJECT: ' BATT INSULATION, SEE WALL WOOD FRAMED GYPSUM I WOOD FRAMED GYPSUM TYPE BOARD CEILING D1 STRUCTURAL STEEL CITY OF NEWPORT BEACH - BOARD CEILING A7.9 FRAMING - TPO ROOFING TPO ROOFING NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY ROOF FRAMING, SEE RIGID INSULATION RIGID INSULATION STRUCTURAL ROOF FRAMING, SEE 110 E BALBOA BLVD STRUCTURAL BUNK NEWPORT BEACH, CA 92661 GYPSUM BOARD, SEE ROOM FINISH SCHEDULE FOR TYPE CITY CONTRACT NO. C-8865-1 PLYWOOD SHEATHING GYPSUM BOARD, SEE ROOM WALL BASE WHERE OCCURS, SEE FINISH WPO�� — - — - — - — - — - — - — - FINISH SCHEDULE FOR TYPE SCHEDULE FIBER -CEMENT BOARD SIDING, SEE FINISH 0� FINISH FLOOR, SEE ROOM BATT INSULATION, SEE WALL SCHEDULE FOR TYPE FINISH SCHEDULE TYPE ~ WOOD FRAMED GYPSUM PLYWOOD SHEATHING, SEE STRUCTURAL BOARD CEILING - O I °`2 2 LAYERS TYPE X GYPSUM BOARD ATTACHED TO ��FpRN`P I UNDERSIDE OF FLOOR JOIST \ WITH RESILIENT CHANNEL. DESCRIPTION: DATE: Al I I SEE A3/A7.13 FOR FLOOR ASSEMBLY A7.2 WALL BASE WHERE OCCURS, SEE FINISH SCHEDULE WOOD FLOOR JOIST, SEE STRUCTURAL BID SET 12/15/25 - - - - - - - - - - - — - - LEVEL 2 do not use 4 3, 1 I EXTERIOR METAL STAIR I DOOR AS SCHEDULED OVERHEAD COILING DOOR WOOD FRAMED GYPSUM BOARD CEILING EXTERIOR APPARATUS BAY APPARATUS BAY EXTERIOR SOFFIT WOOD FRAMING, SEE STRUCTURAL HARDIE SOFFIT, SEE FINISH GYPSUM BOARD, SEE ROOM SCHEDULE FINISH SCHEDULE FOR TYPE WOOD BEAM, SEE STRUCTURAL PLYWOOD SHEATHING, SEE MECHANICAL EQUIPMENT STRUCTURAL BEYOND, SEE MECHANICAL EXTERIOR BATT INSULATION, SEE WALL FITNESS TYPE FIBER -CEMENT BOARD SIDING, SEE FINISH SCHEDULE FOR TYPE CONCRETE SLAB -ON -GRADE, SEE STRUCTURAL CONCRETE SLAB -ON -GRADE, VAPOR BARRIER, AS PROJECT NUMBER: SEE STRUCTURAL REQUIRED CONCRETE CURB, REFER TO WALL BASE WHERE OCCURS, VAPOR BARRIER, AS 6/S1.2 FOR STRUCTURAL SEE FINISH SCHEDULE 230101 C2 REQUIRED CRUSHED ROCK, SEE CRUSHED ROCK, SEE STRUCTURAL C1 DETAILS CRUSHED ROCK, SEE C2 \ A7.1 VAPOR BARRIER, AS REQUIRED A7.2 A7.2 STRUCTURAL I SHEET TITLE: LEVEL 1 STRUCTURAL LEVEL 1 e LEVEL 1 0, - a e e ° a . °.. - - _ - n_.a :-. - 01 - 01, e _. ° ° - _ .e _ ' _ .. • ° _. - _ � _ _ 4 ° ° _. - � _ _ - .- _9_ - e - .- Q,, ° _ d° e - "d _ - ° ," c d.-° •- - ,. d - _ - e - •_ - 4,• ° ,. _ _ - -b - '- c d.-. e _ _ _ ° _, 4 d G - - _ - �e4 ° n e ° ° 'ed •-' - i 'a d _ - :° a ` d n .. •_, ° 14 a��° - ,, d e _ - ° ," - - ,a d - - - °d n - .. •_, - ° - ,• d a n _ a - - - _, '8 e�0 - - - - - - n •- ' a a�� °�� °�� °��a •�Q e�� a •�Q n ¢ °"ada-•° ° '�� Q -- Q Q �� C �� Q �Q �a0 �Q -ems°�� ° �C �� Q �Q �Qe°�� a� ��e �� -a•"d ",4• •e-•-�a. -- �� -' .� O_70 �oO O�oO O�oO O�oO O�oO O�oO O�oO O�oO O�oO O�oO O�oO O�oO O�oO O� O� O O� O�O� O�O� O�O� O�O� O� O�O� O O� O�O� O�O� O O� O�O� O�O� O O� - - d O� OOO� O�oO O�oO O�oO O�oO O�oO O�oO O�OD O�oO O�oO O�oO O�oO O�oO �oO - ,- oO O�O� O�O� SHEET NUMBER: __M_ flM III III III III III III III III III �� III III _ III III- �� 111 III III �� III III III III III III �� III III — H H::� -lik-ill A4m6 D1 FIRE STATION - WALL SECTION D2 FIRE STATION - WALL SECTION D3 FIRE STATION - WALL SECTION A4.6 SCALE: 3/4" = V-0" A4.6 SCALE: 3/4" = V-0" SCALE: 3/4" = 1'-0" D ARCy/\ RIGID INSULATION MECHANICAL EQUIPMENT ON ROOFTOP CURB WOOD FRAMED GYPSUM BOARD CEILING CERAMIC TILE, SEE FINISH SCHEDULE CEMENT FIBER BACKER BOARD BATT INSULATION, SEE WALL TYPE WALL BASE WHERE OCCURS, SEE FINISH SCHEDULE -INISH FLOOR, SEE ROOM -INISH SCHEDULE VAPOR BARRIER, AS REQUIRED LEVEL 1 0' - 0" D1 LIBRARY - WALL SECTION A4.7 SCALE: 3/4" = 1'-0" CORNICE F/ SCHEDULE FIBER-CEME SIDING, SEE SCHEDULEI WINDOW, SE SCHEDULE TPO ROOFIN RIGID INSUL/ D2 LIBRARY - WALL SECTION_ A4.7 SCALE: 3/4" = 1'-0" ASPHALT SHINGLES D GYPSUM G 1, SEE PD, SEE ROOM ,ULE FOR TYPE D GYPSUM G :111111:111 SEE ROOM ,ULE ER, AS C, SEE LEVEL 1 0' - 0" 0=01=11' ��lolm Immmi:11 C—r� .-- C4 _ � A7.5 13 ASPHALT SHINGLES FASCIA, SEE FINISH SCHEDULE CORNICE FASCIA, SEE FINISH SCHEDULE WOOD FRAMED GYPSUM BOARD CEILING FIBER -CEMENT BOARD SIDING, SEE FINISH SCHEDULE FOR TYPE WINDOW, SEE WINDOW SCHEDULE ["I GYPSUM BOARD, SEE ROOM FINISH SCHEDULE FOR TYPE BATT INSULATION, SEE WALL TYPE MECHANICAL EQUIPMENT, SEE MECHANICAL WINDOW, SEE WINDOW SCHEDULE CHILDREN'S PROGRAM AREA T&G PLANK CEILING, PAINT (P-1) PLYWOOD SHEATHING, SEE STRUCTURAL ASPHALT SHINGLES C1 A7.8 1� —GUTTER WOOD BEAM, SEE STRUCTURAL _ FIBER -CEMENT BOARD A4 SIDING, SEE FINISH SCHEDULE FOR TYPE A7.5 PLYWOOD SHEATHING, SEE STRUCTURAL C4 CONCRETE CURB, REFER TO 6/S1.2 FOR STRUCTURAL DETAILS WALL BASE WHERE OCCURS, SEE FINISH SCHEDULE FINISH FLOOR, SEE ROOM FINISH SCHEDULE VAPOR BARRIER, AS REQUIRED CRUSHED ROCK, SEE A2 STRUCTURAL A7.1 - - - _ r _ M M -9 M -u--LLFZ-1 M M Eu] M ---1 M �000 Doo� Doo� Doo� Doo� Doo� Doo� Doo� Doo� Doo� Doo� Doo .a , - - D3 LIBRARY - WALL SECTION �C 018P23 REN. 09/30/21 \TF OF- CAUFO��\P coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 d" DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: LEVEL 1 01 - 0° WALL SECTIONS SHEET NUMBER: A4m7 A4,7% SCALE: 3/4"= 1'-0" D ARC1,11\ ASPHALT SHINGLE" WOOD ROOF FRA STRUCTURAL CLERESTORY 16— 0" CORNICE FASCIA; SCHEDULE EXHAUST DUCT, GABLE VENT, SEE SCHEDULE ASPHALT SHINGLI PLYWOOD SHEAT STRUCTURAL FIBER —CEMENT Bc SIDING, SEE FINIr SCHEDULE FOR T SOFFIT WOOD FIR STRUCTURAL HARDIE SOFFIT, SCHEDULE AL EQUIPMENT, AN I CAL TE OPENINGS IN 'STEM WITH :IXTURES :D WOOD CEILING OARD, SEE ROOM iEDULE FOR TYPE )NT SYSTEM, SEE )NT SCHEDULE )OR, SEE ROOM iEDULE FOOTING, SEE ;AL RRIER, AS ROCK,SEE ;AL LEVEL 1 0' — 0" __C018E23 REN. 09/30/21 \TF OF CAUFO��\P coarl DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 Ipllllk ' • a" V cq��FpFsN% DESCRIPTION BID SET PROJECT NUMBER: 230101 DATE: 12/15/25 SHEET TITLE: WALL SECTIONS SHEET NUMBER: D3 LIBRARY - WALL SECTION A4.8 SCALE: 3/4" = 1'-0" A4m8 EXTERIOR WALL EXTERIOR FIBER -CEMENT BOARD SIDING, SEE FINISH SCHEDULE FOR TYPE 1/2" PLYWOOD SHEATH R-21 BATT INSULATION EXTERIOR IBER-CEMENT BOARD IDING, SEE FINISH CHEDULE FOR TYPE 12" PLYWOOD SHEATHING X6 WOOD STUD, SEE TRUCTURAL WALL SCHEDULE - TYPE 1 TYPE FINISH (EXT) FINISH (INT) WAINSCOT INSULATION STC RATING FIRE RATING F.R. TEST NO. 1A CFB-1 CFB-1 - R-21 113 CFB-2 CFB-2 - R-21 - 1C CFB-3 CFB-3 - R-21 - EXTERIOR WALL FIBER -CEMENT BOA SIDING, SEE FINISH SCHEDULE FOR TYF 1/2" PLYWOOD SHEF R-21 BATT INSULATI INTERIOR 'YPSUM BOARD, SEE ROOM FINISH SCHEDULE FOR TYPE /2" PLYWOOD SHEATHING 'X6 WOOD STUD, SEE ;TRUCTURAL WALL SCHEDULE - TYPE 4 TYPE FINISH (EXT) FINISH (INT) WAINSCOT INSULATION STC RATING FIRE RATING F.R. TEST NO. 4A CFB-2 GB-1 WD-1 R-21 1 HR UL UC356 4B CFB-1 GB-1 R-21 - 4C CFB-2 GB-1 R-21 - EXTERIOR WALL EXTERIOR STUCCO OVER EXPANDI METAL LATH OVER BUIL PAPER 1/2" PLYWOOD SHEATHI R-21 BATT INSULATION EXTERIOR TUCCO OVER EXPANDED ETAL LATH OVER BUILDING APER '2" PLYWOOD SHEATHING K6 WOOD STUD, SEE TRUCTURAL WALL SCHEDULE - TYPE 2 TYPE FINISH (EXT) FINISH (INT) WAINSCOT INSULATION STC RATING FIRE RATING F.R. TEST NO. 2A STCO STCO - R-21 - 1 FIR UL UC356 2B STCO STCO - R-21 - - EXTERIOR WALL EXTERIOF FIBER -CEMENT BOARD SIDING, SEE FINISH SCHEDULE FOR TYPE 1/2" PLYWOOD SHEATH R-21 BATT INSULATION INTERIOR GYPSUM BOARD, SEE ROOM FINISH SCHEDULE FOR TYPE CUSTOM WOOD PANELING, SEE INTERIOR ELEVATIONS FOR MORE INFORMATION 2X6 WOOD STUD, SEE STRUCTURAL WALL SCHEDULE - TYPE 5 TYPE FINISH (EXT) FINISH (INT) WAINSCOT INSULATION STC RATING FIRE RATING F.R. TEST NO. 5A CFB-1 WD-2 WD-2 _ R-21 5B CFB-2 R-21 EXTERIOR WALL FIBER -CEMENT BOAR SIDING, SEE FINISH SCHEDULE FOR TYPE 1/2" PLYWOOD SHEAT R-21 BATT INSULATIO GYPSUM BOARD, SEE ROOM FINISH SCHEDULE FOR TYPE 2xl0 WOOD STUD, SEE STRUCTURAL WALL SCHEDULE - TYPE 3 TYPE FINISH (EXT) FINISH (INT) WAINSCOT INSULATION STC RATING FIRE RATING F.R. TEST N0. 3A CFB-2 GB-1 - R-21 - - EXTERIOR WALL EXTERIOR FIBER -CEMENT BOARD SIDING, SEE FINISH SCHEDULE FOR TYPE 1/2" PLYWOOD SHEATH R-21 BATT INSULATION INTERIOR GYPSUM BOARD, SEE ROOM FINISH SCHEDULE FOR TYPE 2X6 WOOD STUD, SEE STRUCTURAL WAINSCOT WHERE OCCURS, SEE ROOM FINISH SCHEDULE WALL SCHEDULE -TYPE 6 TYPE FINISH (EXT) FINISH (INT) WAINSCOT INSULATION STC RATING FIRE RATING F.R. TEST NO. 6A CFB-2 GB-1 FRP R-21 1 FIR 1 FIR UL UC356 UL UC356 6B CFB-2 GB-1 SSU R-21 6C CFB-2 GB-1 - R-21 1 FIR UL UC356 6D CFB-2 GB-1 SSU R-21 - 6E CFB-2 GB-1 WD-1 R-21 - - 6F CFB-1 GB-1 - R-21 - - 6G CFB-2 GB-1 - R-21 - - 6H CFB-3 GB-1 - R-21 - - WALL SCHEDULE NOTES 1. SEE ROOM FINISH SCHEDULE AND INTERIOR ELEVATIONS FOR WAINSCOT HEIGHTS AND LOCATIONS 2. SEE EXTERIOR ELEVATIONS AND WALL SECTIONS FOR MORE INFORMATION 3. VERIFY ALL SHEAR LOCATIONS WITH STRUCTURAL DRAWINGS /,�_D ARCy/ �G FF? E\Y A' �C) * �r 018 23 REN. 09/30/27 sTgTF OF CAUFO��P coarl DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 paaam!.ml"� \ cq��FpFsN% DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: WALL TYPES SHEET NUMBER: A4m9 EXTERIOR WALL EXTERIOR WALL EXTERIOR WALL WALL SCHEDULE NOTES �_D ARCy/\ �G FF REY A' 'A EXTERIOR STUCCO OVER EXPANDED METAL LATH OVER BUILDIN PAPER 1/2" PLYWOOD SHEATHING R-21 BATT INSULATION INTERIOR GYPSUM BOARD, SEE ROOM FINISH SCHEDULE FOR TYPE 2X6 WOOD STUD, SEE STRUCTURAL WALL SCHEDULE - TYPE 7 TYPE FINISH (1) FINISH (2) WAINSCOT INSULATION STC RATING FIRE RATING F.R. TEST NO. 7A STCO GB-1 R-21 INTERIOR CUSTOM WOOD PANELIN, SEE INTERIOR ELEVATIOf FOR MORE INFORMATION GYPSUM BOARD, SEE RO FINISH SCHEDULE FOR T` 1/2" PLYWOOD SHEATHIN INTERIOR WALL WALL SCHEDULE - TYPE 10 INTERIOR 'SUM BOARD, SEE ROOM ISH SCHEDULE FOR TYPE PLYWOOD SHEATHING WOOD STUD, SEE ZUCTURAL 1 BATT INSULATION INSCOT WHERE OCCURS, ROOM FINISH SCHEDULE TYPE FINISH (1) FINISH (2) WAINSCOT INSULATION STC RATING I FIRE RATING F.R. TEST NO. 10A GB-1 GB-1 SSU SOUND ATTENUATION 52 NOAL 20-1004** 1 HR UL U309 10C GB-1 GB-1 - SOUND ATTENUATION 52 NOAL 20-1004** 10D GB-1 GB-1 - R-21 - **BASIS OF DESIGN IS 5/8" CERTAINTEED SILENTFX QUICKCUT TYPE X ON TWO SIDES. ATTACHED WITH 1-1/4" TYPE W SCREWS SPACED 8" O.C. EXTERIOR FIBER -CEMENT BOARD SIDING, SEE FINISH SCHEDULE FOR TYPE 1/2" PLYWOOD SHEATHIN INTERIOR -21 BATT INSULATION X6 WOOD STUD, SEE TRUCTURAL WALL SCHEDULE - TYPE 8 TYPE FINISH (1) FINISH (2) WAINSCOT INSULATION STC RATING FIRE RATING F.R. TEST NO. 8A CFB-1 - - R-21 - - 8B CFB-2 - - R-21 - - INTERIOR WALL INTEn'^n 1/2" PLYWOOD SHI GYPSUM BOARD, FINISH SCHEDULE R-21 BATT INSULA INTERIOR CERAMIC TILE, SEE FINISH SCHEDULE CEMENT FIBER BACKER BOARD 2X6 WOOD STUD, SEE STRUCTURAL WALL SCHEDULE - TYPE 11 TYPE FINISH (1) FINISH (2) WAINSCOT INSULATION STC RATING FIRE RATING F.R. TEST NO. 11A GB-1 CT-2 R-21 52 NOAL 20-1004** - **BASIS OF DESIGN IS 5/8" CERTAINTEED SILENTFX QUICKCUT TYPE X ON TWO SIDES. ATTACHED WITH 1-1/4" TYPE W SCREWS SPACED 8" O.C. EXTERIOR STUCCO OVER EXPANDED METAL LATH OVER BUILDIN( PAPER 1/2" PLYWOOD SHEATHING INTERIOR R-21 BATT INSULATION 2X6 WOOD STUD, SEE STRUCTURAL WALL SCHEDULE - TYPE 9 TYPE FINISH (1) FINISH (2) WAINSCOT INSULATION STC RATING FIRE RATING F.R. TEST NO. 9A STCO - R-21 - - - INTERIOR WALL INTERIOR 1/2" PLYWOOD SHEATHI CEMENT FIBER BACKER BOARD CERAMIC TILE, SEE FINI SCHEDULE INTERIOR PSUM BOARD, SEE ROOM ISH SCHEDULE FOR TYPE 1 BATT INSULATION i WOOD STUD, SEE RUCTURAL WALL SCHEDULE - TYPE 12 TYPE FINISH (1) FINISH (2) WAINSCOT INSULATION STC RATING FIRE RATING F.R. TEST NO. 12A CT-2 GB-1 FRP R-21 1 HR 1 HR UL U305 UL U305 12B CT-2 GB-1 - R-21 12C CT-2 GB-1 FRP R-21 - - - 12D CT-2 GB-1 - R-21 - - - 1. SEE ROOM FINISH SCHEDULE AND INTERIOR ELEVATIONS FOR WAINSCOT HEIGHTS AND LOCATIONS 2. SEE EXTERIOR ELEVATIONS AND WALL SECTIONS FOR MORE INFORMATION 3. VERIFY ALL SHEAR LOCATIONS WITH STRUCTURAL DRAWINGS �C 0181123 REN. 09/30/27 \TF OF CAUFO��\P coarl DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 p"aam P_m" OR C 1 71-:p DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: WALL TYPES SHEET NUMBER: A4mlO INTERIOR WALL INTERIOR WALL INTERIOR WALL WALL SCHEDULE NOTES /,�-D ARCy/\ �G FF REY A' 'A INTERIOR A INTERIOR I INTERIOR GYPSUM BOARD, SEE FINISH SCHEDULE FO 1/2" PLYWOOD SHEAT R-21 BATT INSULATIO GYPSUM BOARD, SEE ROOM FINISH SCHEDULE FOR TYPE CERAMIC TILE, SEE FINI SCHEDULE CEMENT FIBER BACKER 2X6 WOOD STUD, SEE BOARD STRUCTURAL WAINSCOT WHERE OCCURS, SEE ROOM FINISH SCHEDULE WALL SCHEDULE - TYPE 13 TYPE FINISH (1) FINISH (2) WAINSCOT INSULATION STC RATING FIRE RATING F.R. TEST NO. 13A GB-1 GB-1 FRP R-21 - 1 HR UL U305 13B GB-1 GB-1 - R-21 - 1 HR UL U305 13C GB-1 GB-1 FRP R-21 - - 13D GB-1 GB-1 R-21 - - INTERIOR WALL INTERIOR GYPSUM BOARD, SEE FINISH SCHEDULE F01 2X6 WOOD STUD, SEE STRUCTURAL WAINSCOT WHERE OC SEE ROOM FINISH SCI INTERIOR 'SUM BOARD, SEE ROOM SH SCHEDULE FOR TYPE BATT INSULATION NSCOT WHERE OCCURS, ROOM FINISH SCHEDULE WALL SCHEDULE - TYPE 16 TYPE FINISH (1) FINISH (2) WAINSCOT INSULATION STC RATING FIRE RATING F.R. TEST NO. 16A GB-1 GB-1 FRP R-21 1 HR UL U305 16B GB-1 GB-1 SSU R-21 1 HR UL U305 16C GB-1 GB-1 - R-21 1 HR UL U305 16D GB-1 GB-1 SSU SOUND ATTENUATION 51 OL 18-1020** 1 HR UL U309 16E GB-1 GB-1 SOUND ATTENUATION 51 OL 18-1020** 1 HR UL U309 16F GB-1 GB-1 WD SOUND ATTENUATION 51 OL 18-1020** 16G GB-1 GB-1 SOUND ATTENUATION 51 OL 18-1020** 16H GB-1 GB-1 SSU/SSU R-21 161 GB-1 GB-1 FRP/SSU R-21 16J GB-1 GB-1 SSU R-21 16K GB-1 GB-1 - R-21 R-21 BATT INSULATION INTERIOR CERAMIC TILE, SEE FINISH SCHEDULE CEMENT FIBER BACKER BOARD 2X6 WOOD STUD, SEE STRUCTURAL WALL SCHEDULE - TYPE 14 TYPE FINISH (1) FINISH (2) WAINSCOT INSULATION STC RATING FIRE RATING F.R. TEST NO. 14A CT-2 CT-2 -I R-21 -I - - INTERIOR WALL INTERIOR CEMENT FIBER BACKER BOARD CERAMIC TILE, SEE FINI SCHEDULE INTERIOR 1 BATT INSULATION i WOOD STUD, SEE RUCTURAL WALL SCHEDULE - TYPE 17 TYPE FINISH (1) FINISH (2) WAINSCOT INSULATION STC RATING FIRE RATING F.R. TEST NO. 17A CT I - R-21 I - - - INTERIOR GYPSUM BOARD, SEE FINISH SCHEDULE F01 2X6 WOOD STUD, SEE STRUCTURAL INTERIOR CERAMIC TILE, SEE FINISH SCHEDULE CEMENT FIBER BACKER BOARD 2X6 WOOD STUD, SEE STRUCTURAL WALL SCHEDULE - TYPE 15 TYPE FINISH (1) FINISH (2) WAINSCOT INSULATION STC RATING FIRE RATING F.R. TEST NO. 15A GB-1 CT-2 WD SOUND ATTENUATION 52 NGC 2016146** **BASIS OF DESIGN IS 5/8" CERTAINTEED SILENTFX QUICKCUT TYPE X ON TWO SIDES. ATTACHED WITH 1-1/4" TYPE W SCREWS SPACED 8" O.C. INTERIOR WALL INTERIOR GYPSUM BOARD, SEE FINISH SCHEDULE F01 2X6 WOOD STUD, SEE STRUCTURAL INTERIOR R-21 BATT INSULATION WALL SCHEDULE - TYPE 18 TYPE FINISH (1) FINISH (2) WAINSCOT INSULATION STC RATING FIRE RATING F.R. TEST NO. 18A GB-1 - SSU R-21 - 18B GB-1 - R-21 - 1. SEE ROOM FINISH SCHEDULE AND INTERIOR ELEVATIONS FOR WAINSCOT HEIGHTS AND LOCATIONS 2. SEE EXTERIOR ELEVATIONS AND WALL SECTIONS FOR MORE INFORMATION 3. VERIFY ALL SHEAR LOCATIONS WITH STRUCTURAL DRAWINGS �C 0181123 REN. 09/30/27 \TF OF CAU, Oo P coarl DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION N0. 1 &LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 pa'am!.'al", H V cq��FpFsN% DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: WALL TYPES SHEET NUMBER: A4ml **BASIS OF DESIGN IS 5/8" CERTAINTEED SILENTFX QUICKCUT TYPE X ON TWO SIDES. ATTACHED WITH 1-1/4" TYPE W SCREWS SPACED 8" O.C. INTERIOR WALL INTERIOR WALL SHAFT WALL WALL SCHEDULE NOTES ARC,,j/T c�ED 1. SEE ROOM FINISH SCHEDULE AND INTERIOR ELEVATIONS FOR WAINSCOT HEIGHTS AND LOCATIONS 018 23 REN. 09/30/27 2. SEE EXTERIOR ELEVATIONS AND WALL SECTIONS FOR MORE INTEIROR INTERIOR INTERIOR INTERIOR INTERIOR INTERIOR INFORMATION sTgTF OF- CALK Oo P 3. VERIFY ALL SHEAR LOCATIONS WITH STRUCTURAL DRAWINGS GYPSUM BOARD, SEE ROOM GYPSUM BOARD, SEE ROOM FINISH SCHEDULE FOR TYPE FINISH SCHEDULE FOR TYPE GYPSUM BOARD, SEE ROOM FINISH SCHEDULE FOR TYPE GYPSUM BOARD, SEE ROOM GYPSUM BOARD, SEE ROOM FINISH SCHEDULE FOR TYPE FINISH SCHEDULE FOR TYPE coar INSULATION, SEE SCHEDULE 2X4 WOOD STUDS @ 16" O.C. PER PLAN - 2X4WOOD STUD, SEE - 4" METAL STUD DESIGN GROUP 1/2" RESILIENT CHANNEL STRUCTURAL APPLIED AT RIGHT ANGLE, 9640 GRANITE RIDGE DR, SUITE 130 24" O.C. R-15 BATT INSULATION 619.698.9177 I www.coargroup.com 00 PROJECT: WALL SCHEDULE - TYPE 19 WALL SCHEDULE - TYPE 20 WALL SCHEDULE - TYPE 21 FIRE CITY OF NEWPORT BEACH TYPE FINISH (1) FINISH (2) WAINSCOT INSULATION STC RATING FIRE RATING F.R. TEST NO. TYPE FINISH (1) FINISH (2) WAINSCOT INSULATION STC RATING FIRE RATING F.R. TEST NO. TYPE FINISH (1) FINISH (2) WAINSCOT INSULATION STC RATING RATING F.R. TEST NO. NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY GB-1 GB-1 R-13 GLASS FIBER 20A GB-1 - R-15 - - 19A FRICTION FIT INTO STUD 53 NOAL 17-0747 1 HR UL U305 21A GB-2 GB-1 - R-13 39 1 HR UL U415 UL SYSTEM A CAVITY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 WPo **BASIS OF DESIGN IS 5/8" CERTAINTEED SILENTFX QUICKCUT TYPE X ON TWO SIDES. ATTACHED WITH 1-1/4" TYPE W SCREWS SPACED 8" O.C. I- V cgt�FpFsN�P EXTERIOR WALL EXTERIOR WALL EXTERIOR WALL DESCRIPTION: DATE: BID SET 12/15/25 EXTERIOR EXTERIOR STUCCO OVER EXPANDED METAL LATH OVER BUILDING TPO MEMBRANE - TPO MEMBRANE PAPER r7 GYPSUM BOARD, SEE ROOM 46 WOOD STUD, SEE STRUCTURAL PLYWOOD SHEATHING , FINISH SCHEDULE FOR TYPE PLYWOOD SHEATHING, SEE PLYWOOD SHEATHING PLYWOOD SHEATHING STRUCTURAL GYPSUM BOARD, SEE ROOM FINISH SCHEDULE FOR TYPE 2X6 WOOD STUD, SEE R 21 BATT INSULATION 2xl0 WOOD STUD, SEE FIBER -CEMENT BOARD SIDING, SEE STRUCTURAL STRUCTURAL FINISH SCHEDULE FOR TYPE WAINSCOT WHERE OCCURS, SEE ROOM - i i i i FINISH SCHEDULE i i i i i PROJECT NUMBER: 230101 WALL SCHEDULE - TYPE 22 WALL SCHEDULE - TYPE 23 WALL SCHEDULE - TYPE 24 TYPE FINISH (1) FINISH (2) WAINSCOT INSULATION STC RATING FIRE RATING F.R. TEST NO. TYPE FINISH (1) FINISH (2) WAINSCOT INSULATION STC RATING FIRE RATING F.R. TEST NO. TYPE FINISH (1) FINISH (2) WAINSCOT INSULATION STC RATING FIRE RATING F.R. TEST NO. SHEET TITLE: WALL TYPES 22A TPO TPO R-21 23A STCO GB-1 R-21 24A CFB-2 GB-1 R-21 SHEET NUMBER: A4m12 5 7 CONSTRUCTION NOTES �'c' ARC/,/ �G FFR�Y 05 51 00.A4 CONTRASTING VISUAL STRIP AT STAIR NOSING, FULL WIDTH OF TREAD 09 65 00.B2 VINYL TILE FLOORING TO MATCH TOP AND BOTTOM LANDING, SEE FINISH FLOOR PLAN ON A2.11 7 6 5 09 65 00.E1 RUBBER STAIR TREADS, SEE FINISH SCHEDULE 018 23 09 65 OO.E2 RUBBER STAIR RISERS, SEE FINISH SCHEDULE REN. 09/30/27 09 65 OO.E3 RUBBER STAIR WALL COVERING, SEE FINISH SCHEDULE OF CALfl) P I I D3 I I I I - A4.13 I I - v M 0 o 9 65 00.132 A2 A7.8 coar 05 5 I I I I I I I I I I STAIRS A2 I DESIGN GROUP TYP. 1106 - B3 A7.9 ROOF lip A4.13 � 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 09 65 00.E1 � 24' - 2" 619.698.9177 I www.coargroup.com TYP. I I I I I I I I 777-7 CG 9'-2" (10 EQUAL TREADS) 4'-8 1/2" AT MAX. 11" EA. -'EXIT STAIRS STOR ' EXIT HALLWAY D2 D1 ., �• �, 0 A4.13 A4.13 _ A2 INTERIOR STAIR - FIRST FLOOR PLAN A4.13 SCALE: 1/4"= 1'-0" C2 LEVEL 2 (T.O.S) 13' - 0" A7.15 5 7 10'-1" (11 EQUAL TREADS) 4'-8" , �. T.O.F. 1 AT MAX 11" EA, z ��" .. I a - 0'1 \cc LC co PROJECT: 05 51 OO.A4 TYP. yl D3 HALL CITY OF NEWPORT BEACH 1101 q DN `9 A4.13 in Q w w NEWPORT BEACH FIRE 09 65 00.E1 09 65 OO.B2 Z c3 STATION N0. 1 &LIBRARY TYP. CG Lu ; , � N � � - --•_ -, a - - - - -, z � 110 E BALBOA BLVD CG - - - _ _ _' NEWPORT BEACH, CA 92661 STOR �p Q M co 1210 B3 e e LEVEL 1 CITY CONTRACT NO. C-8865-1 A4.13 - a -. : - - 0' - 0" EXIT STAIRS 1209 0 A _ e ° ESTABLISHED DE G -0'- 4' STAIR NOTES - - W P O R 0 low -III III III III III III III III III III III III- 1. PER CBC SECTION 11B-504.2 PROVIDE UNIFORM RISER HEIGHTS NO 0� LESS THAN 4" AND NO MORE THAN 7") AND TREAD DEPTHS (NO LESS >- THAN 11 ri u D2 D1 2. HANDRAIL HEIGHTS AND EXTENSIONS SHALL COMPLY WITH CBC _ A4.13 A4.13 11B-505, SEE DETAIL D1/T-6. C /FpFtc��P 3. NOSINGS SHALL COMPLY WITH CBC 11B-504.5, SEE DETAILS D1/T-6 B2 INTERIOR STAIR - SECOND FLOOR PLAN B3 INTERIOR STAIR SECTION 1 AND D2/T-6. A4.13 SCALE: 1/4"= 1'-0" A4.13 SCALE: 1/4"= 1'-0" DESCRIPTION: DATE: 4. BALUSTERS AND GUARDRAILS SHALL COMPLY WITH CBC, SEE DETAIL C3/T-6. BID SET 12/15/25 5. PER CBC SECTION 11B-504.4.1 PROVIDE CONTRASTING STRIPE. INTERIOR STAIRS SHALL HAVE THE UPPER APPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST. 7 THE STRIPE SHALL BE A MINIMUM OF 2 INCHES (51 MM) WIDE TO A MAXIMUM OF 4 INCHES (102 MM) WIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH (25 MM) FROM, THE NOSE OF THE STEP OR UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP OR UPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE. GROOVES SHALL NOT BE USED TO SATISFY THIS REQUIREMENT. ROOF_ - ROOF - _ ROOF 24' - 2" 24' - 2" • � " EXIT HALLWAY . ' EXIT STAIRS EXIT STAIRS' ;�. �. EXIT HALLWA � 1201 _ ,' _ ` _.'096500.E3 096500.E1 096500.B2 WALL LEGEND LEVEL 2 (T - z .' ._ - L 2 (T.O.S "' "' D2' TYP. - TYP. LEVEL 2 (T.O.S 13' 0" " = 13' - 0" 13' 0" _ _ �' � M co es c�,�,. � gip_ GG�. T"'� 7777� � �� 77�"7 A4.14 w N ,¢,, - 09 65 OO.E2 cis w w - Y 61` w Q w o 2x4 STUD WALL - 1/2 HOUR WALL - EXTEND TO STRUCTURE ABOVE PER ASSEMBLY REQUIRED FOR CONTINUITY OF TYP. ° _ :-6 z FIRE RESISTIVE CONSTRUCTION w z w z w 0 2x6 STUD WALL 'o X '. z STAIRS' o ' ' - ; STAIRS.. X Q ® 2x6 STUD WALL - 1 HOUR WALL - EXTEND TO STRUCTURE `o - - " 1 �'06 `�1 , (06. `� ABOVE PER ASSEMBLY REQUIRED FOR CONTINUITY OF _ M M ', FIRE RESISTIVE CONSTRUCTION PROJECT NUMBER: 0 2x8 STUD WALL 09 65 OO.E2 SHOP COMP w w 1108 �110 �'_ . �' ,_ w Lu - - - - - - LINE OF WALL BELOW 230 1 0 �¢ " COMP -.. z_ SHEET TITLE: w'. STAIRS" 110 �. �, Q� INTERIOR STAIR Nzo - - - - - _, - - - - N 22 - --. N H a DETAILS LEVEL 1 LEVEL 1 _LEVEL 1 eQ 01-01, EST LISHED GRADE, ' - °e - 'a " e e- `�a Q ° a a9 'e de - 'd" " e 'ee e- Q ESTABLISHED G DE _ d ° e - " ° _ a ESTABLISHED G DE -0'-4" 4° 4° -0'-411 SHEET NUMBER: A4ml 3 D1 INTERIOR STAIR SECTION 3 D2 INTERIOR STAIR SECTION 4 D3 INTERIOR STAIR SECTION 2 A4.13 SCALE: 1 /4" = 1'-0" A4.13 SCALE: 1 /4" =1'-0" A4.13 SCALE: 1 /4" =1'-0" D4 D3 CONSTRUCTION NOTES _O ARC NiT 2 A4.14 A4.14 5 GF� 0512 OO.A4 STEEL COLUMN W/ WOOD CLADDING TO MATCH SIDING 6'_91 0512 OO.G2 HSS - STRUCTURAL STEEL COLUMN, SEE STRUCTURAL ol 3'-0 1/2" 0'-8" 3'-0 1/2" 05 12 00.R1 STEEL FINISH PRIMED AND PAINTED WITH PT-2, SEE FINISH SCHEDULE 00 5 6 5 05 51 00.A1 EXTERIOR METAL STAIR o18 23 P 05 51 OO.A3 EXTERIOR METAL STAIR LANDING REN. 09/30/27 2 05 51 OO.A4 CONTRASTING VISUAL STRIP AT STAIR NOSING, FULL WIDTH OF TREAD o I M B4 A4.14 I I I 06 10 00.A1 0610 OO.A2 WOOD WOOD BEAM, I SEE STRUCTURALNG, SEE STRUCTURAL OF CALIF 06 10 00.Al2 2x WALL PER PLAN 05 51 OO.A4 TYP. 1 06 10 OO.A22 PORCH BEAM, SEE STRUCTURAL 0 07 18 13.A1 WATERPROOF DECK SURFACING SYSTEM, SLOPE TO DRAIN W w - 07 46 46.A1 FIBER -CEMENT BOARD SIDING, SEE FINISH SCHEDULE FOR TYPE cDar J 09 29 OO.A2 GYPSUM BOARD, SEE ROOM FINISH SCHEDULE FOR TYPE 09 29 OO.G2 GYPSUM BOARD CEILING, SEE ROOM FINISH SCHEDULE DESIGN GROUP � 09 65 00.E1 RUBBER STAIR TREADS, SEE FINISH SCHEDULE Q ;-n 09 65 00.E2 RUBBER STAIR RISERS, SEE FINISH SCHEDULE 9640 GRANITE RIDGE DR, SUITE 130 zo 09 65 OO.E3 RUBBER STAIR WALL COVERING, SEE FINISH SCHEDULE SAN DIEGO, CA 92 123 619.698.9177 1 www.coargrogroup.com --------------------------------------------- --- 265619.61 THREAD WIRING FOR HANDRAIL LIGHTS AT HANDRAIL RETURN I ROOF- - - ROOF L------------------------- 24'-2" 24'-2" B3 Lv A4.14 mom cn w Lu Al EXTERIOR STAIR - FIRST FLOOR PLAN Of Z 265619.B1 �� Z w A4"77.14 SCALE: 1/4"= 1'-0" w A- co D4 D3 A4.14 A4.14 N a Q P 2 13VEOL 2 (T.O.S LEVE 2 13' - 0" 2 5 I - B4 M A4.14 PROJECT: w w 05 51 OO.A4 w w - z w = w z CITY OF NEWPORT BEACH TYP. W w L � w Z z NEWPORT BEACH FIRE PATIO - - - - - Q a "' c> Cw'1 STATION N0. 1 &LIBRARY 1200 Q Lu fir, a a coF_ 265619.131 ----- w 2i 110 E BALBOA BLVD - - - - - Q Q Q NEWPORT BEACH, CA 92661 M A -- CITY CONTRACT NO. C-8865-1 0 STAIR NOTES A2 1' 0" o LEVEL 1 - 0' - 0"a - - - - - ° -_ a - ° : - - - LEVEL 1 0' - 0" ��,po El A4.15 "' EST LISHED GRADE 0 4" - ��a � III III III ° - ° a 9` �� ° - ESTABLISHED G DE - - 4 �9� °III° III _ 0' 1. PER CBC SECTION 11B-504.2 PROVIDE UNIFORM RISER HEIGHTS NO , O � LESS THAN 4" AND NO MORE THAN 7" AND TREAD DEPTHS NO LESS "). �- THAN 11 H (7 3'-8" (9 EQUAL TREA) 3'-6 3/8" 2. HANDRAIL HEIGHTS AND EXTENSIONS SHALL COMPLY WITH CBC AT MAX11" EA. 116-505, SEE DETAIL D1/T-6. c q t�FpFsN�P � 3. NOSINGS SHALL COMPLY WITH CBC 1113-504.5, SEE DETAILS D1/T-6 B1 EXTERIOR STAIR - SECOND FLOOR PLAN B3 EXTERIOR STAIR SECTION 3 B4 EXTERIOR STAIR SECTION 4 AND D2/T-6. A4.14 SCALE: 1 /4" = 1'-0" DESCRIPTION: DATE: A4.14 SCALE: 1 /4" = 1'-0" A4.14 SCALE: 1 /4" = 1'-0" 4. BALUSTERS AND GUARDRAILS SHALL COMPLY WITH CBC, SEE DETAIL C3/T-6. BID SET 12/15/25 EXTERIOR METAL STAIR STEEL FINISH PRIMED PAINTED WITH PT-2, AND SEE B A Q 5. PER CBC SECTION 11B-504.4.1 PROVIDE CONTRASTING STRIPE. INTERIOR STAIRS SHALL HAVE THE UPPER APPROACH AND LOWER EXTERIOR METAL STAIR LANDING FINISH SCHEDULE D TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES (51 MM) WIDE TO A WATERPROOF DECK MAXIMUM OF 4 INCHES (102 MM) WIDE PLACED PARALLEL TO, AND SURFACING SYSTEM, SLOPE- 1/4" DIA. PAINTED STEEL NOT MORE THAN 1 INCH (25 MM) FROM, THE NOSE OF THE STEP OR TO DRAIN RODS UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP OR UPPER APPROACH AND SHALL BE OF MATERIAL THAT IS \ STEEL POST WELDED TO AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. ` STEEL STRINGER PER A PAINTED STRIPE SHALL BE ACCEPTABLE. GROOVES SHALL NOT BE STRUCTURAL DETAILS USED TO SATISFY THIS REQUIREMENT. II ROOF 2" ROOF STEEL FINISH PRIMED AND 24' - PAINTED WITH PT-2, SEE FINISH SCHEDULE WOOD BEAM, SEE STRUCTURAL - - FIBER -CEMENT BOARD HSS - STRUCTURAL STEEL SIDING, SEE FINISH COLUMN, SEE STRUCTURAL SCHEDULE FOR TYPE EXTERIOR METAL STAIR WALL LEGEND C1 EXTERIOR STAIR AT LANDING C2 EXTERIOR STAIR LANDING LEVEL 2 (T. 13' 0" LEVEL 2 T.O.S A4.14 SCALE: 1 1/2" = 1'-0° A4.14 SCALE: 1 1/2" = 1'-0° - ® 2x4 STUD WALL - 1/2 HOUR WALL - EXTEND TO STRUCTURE ABOVE PER ASSEMBLY REQUIRED FOR CONTINUITY OF FIRE RESISTIVE CONSTRUCTION EXIT HALLWAY O 2x6 STUD WALL 1201 RUBBER STAIR TREADS, SEE D1 FINISH SCHEDULE A4.14 © 2x6 STUD WALL - 1 HOUR WALL - EXTEND TO STRUCTURE D1 ABOVE PER ASSEMBLY REQUIRED FOR CONTINUITY OF STEEL FINISH PRIMED AND a RUBBER STAIR WALL COVERING, SEE FINISH z_ z A4.14 FIRE RESISTIVE CONSTRUCTION PAINTED WITH PT-2, SEE SCHEDULE 0 2x8 STUD WALL PROJECT NUMBER: FINISH SCHEDULE 230101 EXTERIOR METAL STAIR C2 - - - - - - - LINE OF WALL BELOW A4.14 PORCH BEAM, SEE - - SHEET TITLE: STRUCTURAL WOOD FRAMING, SEE RUBBER STAIR RISERS, SEE FINISH SCHEDULE EXTERIOR STAIR STRUCTURAL STEEL COLUMN W/WOOD CLADDING TO MATCH SIDING LEVEL 1 LEVEL] - DETAILS 0' - 0" ° 1' 11" 0' - 0" it GYPSUM BOARD, SEE ROOM - - II II FINISH SCHEDULE FOR TYPE EST LISHED GRADE=° , , a$" = , - °-a - a ° ESTABLISHED G DE HSS - STRUCTURAL STEEL -0' - f -0' - 4" COLUMN, SEE STRUCTURAL II II 2x WALL PER PLAN III III III III II GYPSUM BOARD CEILING, SEE ROOM FINISH SCHEDULE SHEET NUMBER: A4m14 D1 GRIDER AND COLUMN AT EXTERIOR STAIR LANDING D2 INTERIOR STAIR AT LANDING D3 EXTERIOR STAIR SECTION 1 D4 EXTERIOR STAIR SECTION 2 A4.14 SCALE: 1 1/2" = 1'-0" A4.14 SCALE: 1 1/2" = 1'-0" A4.14 SCALE: 1 /4" = 1'-0" 4.1 SCALE: 1 /4" = 1'-0" RAILING FINISH TO BE NON -REFLECTIVE CONSTRUCTION NOTES �_O ARO,y/ 20 M j G� REY 'JTF 3' X 3/8" PAINTED STEEL GAURDRAIL \ 'v N 1-1/2" DIA. STEEL PAINTED PIPE HAND RAIL 018 23 M 5/8" THICK PAINTED HANDRAIL BRACKET REN. 09/30/27 s 1 1/4 WELDED TO POST 1 1/2 -STAINLESS CEMENT FIBER BOARD 1 1/2" ��\P F OF- CAOFo STEEL PIPE 1/4" DIA STEEL CABLE WITH FEENY SNUG HANDRAIL 2x STUD WALL PER PLAN a GRIP WASHER NUT ATTACHMENT OR EQ MIN. 1/2" PLYWOOD SHEATHING 4" HORIZONTAL SPACING, TYP. ATTACH HAND RAIL THRU WALL W/ o � VERTICAL PAINTED STEEL POST PER ~ J_ zo 0 STRUCT., 4'-0" O.C. TYP. MOUNTING SCREWS TO 2x WOOD • BLOCKING SECURELY FASTENED 1 Q M a w BETWEEN STUDS AS REQUIRED cDar o U co a > m = Q U) DESIGN GROUP x o * HANDRAIL GRIPPING SURFACES W/ A STEEL POST WELDED TO STEEL m _ CIRCULAR CROSS SECTION SHALL HAVE 9640 GRANITE RIDGE DR, SUITE 130 STRINGER PER STRUCTURAL DETAILS c Q M c/) AN OUTSIDE DIAMETER OF 1 1/4"MIN. SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com M AND 2" MAX. HANDRAIL GRIPPING N M SURFACES WITH A NON -CIRCULAR ° - a FILLED CONIC TREADS, FINISH AS CROSS SECTION SHALL HAVE A EXPOSED, SAND-FINSIH CONCRETE W/ PERIMETER DIMENSION OF 4"MIN AND 6 CLEAR, NON -SLIP SEALER 1/4" MAX AND A CROSS SECTION PAINTED STEEL STRINGER - SIZE AND DIMENSION OF 21/4" MAX. GAUGE PER STRUCTURAL DRAWINGS STEEL ANGLE BRACKET PER STRUCTURAL DRAWINGS BENT PLATE TREAD PER STRUCTURAL DRAWINGS Al STEEL STAIR CROSS SECTION A2 STAIR HANDRAIL CEMEMNT FIBER BOARD A4.15 SCALE: 1" = 1'-0" A4.15 SCALE: 3" = 1'-0" RAILING FINISH TO BE NON - REFLECTIVE PROJECT: 1/4" DIA. PAINTED STEEL CABLE CITY OF NEWPORT BEACH 4" MAX., STEEL POST WELDED TO STEEL STRINGER PER STRUCTURAL DETAILS NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY FILLED CONCRETE TREADS. FINISH AS 110 E BALBOA BLVD EXPOSED, SAND -FINISH CONCRETE W/ NEWPORT BEACH, CA 92661 CLEAR, NON SLIP SEALER e CITY CONTRACT N0. C-8865-1 ALUMINUM SAFTEY NOSING STAIR NOTES Pp) 1-1/2" MAX STEEL ANGLE BRACKET PER 1. PER CBC SECTION 11B-504.2, PROVIDE UNIFORM RISER HEIGHTS (NO 0 �� STRUCTURAL LESS THAN 4" AND NO MORE THAN 7") AND TREAD DEPTHS (NO LESS �- y THAN 11"). H () PAINTED STEEL STRINGER SIZE AND GAUGE PER BENT PLATE TREAST PER STRUCTURAL 2. HANDRAIL HEIGHTS AND EXTENSIONS SHALL COMPLY WITH CBC _ STRUCTURAL DRAWIGNS 11B-505, SEE DETAIL D1/T-6. C'9tl'p frtN`P 3. NOSINGS SHALL COMPLY WITH CBC 11B-504.5, SEE DETAILS D1/T-6 B1 STEEL STAIR SECTION AND D2/T-6. A4.15 SCALE: V = 1'-0" DESCRIPTION: DATE: 4. BALUSTERS AND GUARDRAILS SHALL COMPLY WITH CBC, SEE DETAIL C3/T-6. BID SET 12/15/25 5. PER CBC SECTION 11B-504.4.1 PROVIDE CONTRASTING STRIPE. INTERIOR STAIRS SHALL HAVE THE UPPER APPROACH AND LOWER TREAD MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST. THE STRIPE SHALL BE A MINIMUM OF 2 INCHES (51 MM) WIDE TO A MAXIMUM OF 4 INCHES (102 MM) WIDE PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH (25 MM) FROM, THE NOSE OF THE STEP OR STRINGER FINISH TO BE NON -REFLECTIVE UPPER APPROACH. THE STRIPE SHALL EXTEND THE FULL WIDTH OF THE STEP OR UPPER APPROACH AND SHALL BE OF MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE. GROOVES SHALL NOT BE PAINTED STEEL STRINGER - SIZE AND USED TO SATISFY THIS REQUIREMENT. GAUGE PER STRUCTURAL DRAWINGS ^� CONCRETE ANCHOR BOLTS TO FOOTING PER STRUCTURAL DRAWINGS CONCRETE SLAB IJ e 9 - WALL LEGEND Cl STEEL STAIR CONNECTION A4.15 SCALE: 1 ° = 1'-0" 0 2x4 STUD WALL - 1/2 HOUR WALL - EXTEND TO STRUCTURE ABOVE PER ASSEMBLY REQUIRED FOR CONTINUITY OF FIRE RESISTIVE CONSTRUCTION O 2x6 STUD WALL ® 2x6 STUD WALL - 1 HOUR WALL - EXTEND TO STRUCTURE ABOVE PER ASSEMBLY REQUIRED FOR CONTINUITY OF FIRE RESISTIVE CONSTRUCTION 0 2x8 STUD WALL PROJECT NUMBER: 230101 - - - - - - - LINE OF WALL BELOW SHEET TITLE: EXTERIOR STAIR DETAILS SHEET NUMBER: A4ml RR� 4 Al 2i MAN` z z A5.1 xi6� of �I (D N 3 ao I I � ---' I I �C:) 22 04 00.133 Qx, Lo 18" MIN. NOTE 25" 17" REFERENCE D3/T-4 FOR ACCESSIBLE CLEARANCES AROUND WATER CLOSET Al ENLARGED PLAN - ROOM 1102 - RR A5.1 SCALE: 1 /4" = 1 '-0" 6 22 04 00.B B1 ENLARGED PLAN - ROOM 1103 - HWH A5.1 SCALE: 1 /4" = 1 '-0" 06 41 16.A1 7 10 28 13.A21 10 2813.C1 M Lo 22 40 0012 -22 04 OO.D1 }a v ~ o v O09 30 05.C1 TYP. EMS co 1104 - 10 Bl A5.1 0 06 61 19.A1 CV 9 f 1■I N I� Cl 1 ENLARGED PLAN - ROOM 1104 - EMS A5.1 SCALE: 1 /4" = 1'-0" 2 3 ng Al 1F Al CG CG D1 ENLARGED PLAN - ROOM 1107 & 1108 - HOSE & SHOP A5.1 SCALE: 1 /4" = 1 '-0" O 22 04 00.131 09 30 05.C1 TYP. 06 61 19.C1 06 83 16.A1 06 41 16.A1 TYP _\ 61 19.A1 09 30 05.C1 TYP. B4 A7.11 06 41 16.A1 10 28 13.C1 O10 28 13.A21 10 5'-3" 09 30 05.C1 3 EQ. TYP. 22 04 OO.D1 5'-6" 3 EQ. v Eo 26 27 26.A1 08 80 OO.A5 26 51 19.A1 10 2813.D1 O22 04 OO.E1 10 2813.A7 22 04 00.133 O 0 C2 A7.10 2'-0" 0661 19.E1 0641 16.A1 64" 2'-0"' ni 26 27 26.B3 26 27 26.A1 CONSTRUCTION NOTES 06 41 16.A1 PLASTIC LAMINATE CASEWORK, SEE FINISH SCHEDULE 06 61 19.A1 SOLID SURFACE COUNTERTOP 06 61 19.C1 SOLID SURFACE BACKSPLASH 06 61 19.E1 SHEET METAL COUNTERTOP 06 83 16.A1 FIBERGLASS REINFORCED PANELING 08 80 00.A5 FROSTED GLASS WINDOW, SEE WINDOW SCHEDULE 09 30 05.C1 WALL BASE WHERE OCCURS, SEE FINISH SCHEDULE 10 28 13.A7 SOAP DISPENSER 10 28 13.A21 COMBINATION TOILET ACCESSORY UNIT - TOILET TISSUE DISPENSER, SANITARY NAPKIN DISPENSER AND TOILET SEAT COVER DISPENSER 10 28 13.C1 GRAB BAR, SEE D3/T-4 10 28 13.D1 MIRROR, SEE A3/T-4 FOR MOUNTING HEIGHT 22 04 00.B1 MOP SINK, SEE PLUMBING 22 04 00.B3 WALL MOUNTED SINK, SEE PLUMBING 22 04 OO.D1 WATER HEATER, SEE PLUMBING 22 04 OO.E1 FLOOR MOUNT TOILET WITH FLUSH CONTROLS LOCATED ON OPEN SIDE OF TOILET, SEE PLUMBING 22 40 00.F2 CLEANOUT, SEE PLUMBING 26 24 16.A1 PANELBOARD, SEE ELECTRICAL 26 27 26.A1 TOGGLE SWITCH, SEE ELECTRICAL FOR TYPE 26 27 26.B3 RECEPTACLE, SEE ELECTRICAL FOR TYPE 26 51 19.A1 WALL MOUNTED INTERIOR LIGHTING FIXTURE, SEE ELECTRICAL NOTES 1. NOTES AND DETAILS APPLY TO ALL ELEVATIONS U.N.O 2. FOR ADDITIONAL ACCESSIBILITY REQUIREMENTS AND DETAILS, SEE T-SHEETS 3. FOR ADDITIONAL FINISH INFORMATION, SEE FINISH SCHEDULE AND INTERIOR DRAWINGS 4. FOR ADDITIONAL INFORMATION ABOUT FF&E, SEE FURNITURE AND EQUIPMENT PLAN 5. STAINLESS STEEL CORNER GUARDS, TYP. ALL EXTERIOR CORNERS ON INTERIOR LEGEND SOLID SURFACE WALL COVERING (SSU-1) ........................................ -- ===-- FIBER REINFORCED PLASTIC (FRP-1) GLAZING °°°°°°°°°°°°°° °°°°°°°°°°°°°° 00 000000000000c RUBBER MAT WALL BASE 00000000000000 °°°°°°°°°°°°°° °°°°°°°°°°°°°° °°°°°°°°°°°°°° (RM-1) TAMBOR WOOD (WD-1) IMPACT RESISTANT WALL PANEL (IRWP-1) GYPSUM WALLBOARD (GWB-1) �-D ARCy/\ ,k �t 018 23 REN. 09/30/27 sTgTF OF CAUFO��P coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 ""aao Pik V C0 DESCRIPTION BID SET PROJECT NUMBER: 230101 DATE: 12/15/25 SHEET TITLE: FIRE STATION - ENLARGED PLANS & INTERIOR ELEVATIONS SHEET NUMBER: A5ml Q FIRE RISER 1116 O FITNESS 1111 4 B1 2 A5.2 3 22 04 0011 G 00000000000,00000 ®00000000000.. 0000000000000000 0000100-00- 00000 O1 4)26 27 26.63 09 30 05.C1 TYP. 9'-2" 5 EQ. 06 10 00.1316 A7.10 22 04 0011 co M - - - -� - <. .'000 °°°°0, :0000 °°°°O.. O 23 30 OO.A5 26 27 26.133 40 TYP. A3 1130 OO.D1 10 2813.D1 A7.6 4'-7" 12'-0" . - •3 EQ., . 0 6,-0„ �0000000.: o00o 0000 00000 000000000 0 00000000000000 0000000000000000 �0000000: 000000 000000000000000000000 00000000000000 0000000000000000 3311 16.A3 A4 26 27 26.133 A7.6 TYP. A3 A7.6 3 EQ. E=ji / 26 27 26.A1 A4 A7.6 B1 ENLARGED PLAN - ROOM 1111 - FITNESS A5.2 SCALE: 1/4"= 1'-0" 2 3'-6" 2 EQ. 22 04 00.131 1130 OO.A1 06 61 19.A1 22 04 OO.K1 2 Cl ENLARGED PLAN - ROOM 1113 - DECON A5.2 SCALE: 1 /4" = 1'-0" 2 O 0930 05.C1 2627 26.63 TYP. O 2 LD1 ENLARGED PLAN - ROOM 1114 - TURNOUTS 12) A5.2 SCALE: 1 /4" = 1'-0" 10 50 OO.A1 0 "'`' TYP. 22 04 00.131 J F-W. O / F-W. H 16.A1 61 19.A1 12'-0" 6 EQ. O zo a 0 ' ® 26 27 26.133 26 27 26.A1 26 27 26.A1 26 27 26.133 CONSTRUCTION NOTES 06 10 00.1316 FRAMED SOFFIT ABOVE CABINETS, SEE SOFFIT DETAIL B2/A7.7 06 41 16.A1 PLASTIC LAMINATE CASEWORK, SEE FINISH SCHEDULE 06 61 19.A1 SOLID SURFACE COUNTERTOP 09 30 05.C1 WALL BASE WHERE OCCURS, SEE FINISH SCHEDULE 10 28 13.D1 MIRROR, SEE A3/T-4 FOR MOUNTING HEIGHT 10 50 00.A1 WALL -MOUNTED METAL TURNOUT LOCKERS (24"W x 20"D x 72"H). PROVIDE WALL BLOCKING 1130 OO.A1 STACKED WASHER -DRYER UNIT, SEE EQUIPMENT PLAN 1130 OO.D1 TELEVISION, ADD BLOCKING FOR WALL MOUNT, SEE FF&E SCHEDULE 22 04 00.61 MOP SINK, SEE PLUMBING 22 04 0011 RECESSED BOTTLE FILLING STATION 22 04 OO.K1 WASHER BOX, SEE PLUMBING 23 30 OO.A5 THERMOSTAT, SEE MECHANICAL 26 27 26.A1 TOGGLE SWITCH, SEE ELECTRICAL FOR TYPE 26 27 26.63 RECEPTACLE, SEE ELECTRICAL FOR TYPE 33 11 16.A3 FIRE RISER, SEE PLUMBING NOTES 1. NOTES AND DETAILS APPLY TO ALL ELEVATIONS U.N.O 2. FOR ADDITIONAL ACCESSIBILITY REQUIREMENTS AND DETAILS, SEE T-SHEETS 3. FOR ADDITIONAL FINISH INFORMATION, SEE FINISH SCHEDULE AND INTERIOR DRAWINGS 4. FOR ADDITIONAL INFORMATION ABOUT FF&E, SEE FURNITURE AND EQUIPMENT PLAN 5. STAINLESS STEEL CORNER GUARDS, TYP. ALL EXTERIOR CORNERS ON INTERIOR LEGEND SOLID SURFACE WALL COVERING (SSU-1) -- ----- FIBER REINFORCED PLASTIC (FRP-1) GLAZING 00000000000000 00 00000000000000°°°°°°°° RUBBER MAT WALL BASE 00000000000000 00 oo°°°°0°°°00 °°°°°°°°°°° °°°°°°°°°°°°°° (RM-1) TAMBOR WOOD (WD-1) IMPACT RESISTANT WALL PANEL (IRWP-1) GYPSUM WALLBOARD (GWB-1) /,�_D ARCy/\ �G FF?EY �' �7 it �r �018P23 REN. 09/30/27 \TF OF CAU' Oo P coarl DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 po ilk CgL�FORN\P DESCRIPTION BID SET PROJECT NUMBER: 230101 DATE: 12/15/25 SHEET TITLE: FIRE STATION - ENLARGED PLANS & INTERIOR ELEVATIONS SHEET NUMBER: A5m2 O O 08 35 13.A2 Fl/ 10 44 OO.A1 08 3513.D1 �( B1 1 INTERIOR ELEVATIONS -ROOM 1112 -APPARATUS BAY A5.3 SCALE: 1 /4" = 1 '-0" LOBBY \ 1100 5 8 B1 6 A5.3 7 08 41 13.A3 O5 23 30 OO.A5 26 27 26.A1 08 11 13.A6 26 51 19. B 1 08 41 13.A3 1 LL- 09 78 13.A1 TYP. 08 33 23.A1 26 51 1931 // 0 / 1085 OO.A1 09 7813.A1 TYP. TYP. © 09 30 05.C1 26 27 26.133 O 10 85 OO.A1 TYP. 08 11 13.A6 10 44 OO.A1 TYP. U r 1 OPEN 22 04 00.134 10 28 13.A1 06 61 19.F1 09 30 05.C1 26 24 16.A4 23 34 43.A1 26 27 26.133 TYP. OPEN 10 14 0012 CONSTRUCTION NOTES 06 61 19.F1 STAINLESS STEEL SHELF - 24" X 12" X 10" 08 11 13.A6 DOOR AND FRAME, SEE DOOR SCHEDULE 08 33 23.A1 OVERHEAD COILING DOOR 08 35 13.A2 PANEL FOLDING DOORS 08 35 13.D1 PANEL FOLDING DOOR MOTOR 08 41 13.A3 STOREFRONT SYSTEM, SEE STOREFRONT SCHEDULE 09 30 05.C1 WALL BASE WHERE OCCURS, SEE FINISH SCHEDULE 09 78 13.A1 METAL PLATE WALL PANEL 10 14 0012 ACCESSIBLE ROUTE SIGNAGE 10 28 13.A1 PAPER TOWEL DISPENSER 10 44 OO.A1 RECESSED FIRE EXTINGUISHER CABINET, SEE D4/T 6 10 85 OO.A1 STAINLESS STEEL CORNER GUARD 22 04 00.B4 STAINLESS STEEL 49 1/2" X 24" X 10" WALL HUNG SERVICE SINK WITH 44" FLEXIBLE HOSE AND DOUBLE PEDAL VALVE 23 30 OO.A5 THERMOSTAT, SEE MECHANICAL 23 34 43.A1 CONTROL PANEL, SEE ELECTRICAL & MECHANICAL 26 24 16.A4 CONTROL PANEL, SEE ELECTRICAL 26 27 26.A1 TOGGLE SWITCH, SEE ELECTRICAL FOR TYPE 26 27 26.133 RECEPTACLE, SEE ELECTRICAL FOR TYPE 26 51 19.131 ILLUMINATED EXIT SIGN NOTES 1. NOTES AND DETAILS APPLY TO ALL ELEVATIONS U.N.O 2. FOR ADDITIONAL ACCESSIBILITY REQUIREMENTS AND DETAILS, SEE T-SHEETS 3. FOR ADDITIONAL FINISH INFORMATION, SEE FINISH SCHEDULE AND INTERIOR DRAWINGS 4. FOR ADDITIONAL INFORMATION ABOUT FF&E, SEE FURNITURE AND EQUIPMENT PLAN 5. STAINLESS STEEL CORNER GUARDS, TYP. ALL EXTERIOR CORNERS ON INTERIOR 00000000000000 00000000000000 00000000000000 00000000000000 00000000000000 00000000000000 00000000000000 LEGEND SOLID SURFACE WALL COVERING (SSU-1) FIBER REINFORCED PLASTIC (FRP-1) �-D ARCy/\ �G FF REY 018 23 REN. 09/30/27 sTgTF OF CAUFO��P DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 coar SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 1 PROJECT NUMBER: GLAZING 230101 RUBBER MAT WALL BASE (RM-1) TAMBOR WOOD (WD-1) IMPACT RESISTANT WALL PANEL (IRWP-1) GYPSUM WALLBOARD (GWB-1) SHEET TITLE: FIRE STATION - ENLARGED PLANS & INTERIOR ELEVATIONS SHEET NUMBER: A5.3 D1 ENLARGED PLAN - ROOM 1100 - LOBBY A5.3 SCALE: 1 /4" = 1 '-0" D3 ENLARGED PLAN - ROOM 1101 - HALL A5.3 SCALE: 1 /4" = V-0" 0 I� B1 1 SECOND FLOOR PLAN - ROOM 1202 & 1204 - BUNKS A5.4 SCALE: 1 /4" = 1'-0" 10 28 13.A21- RR 1206 8 D1 1 1 A5.4 9 10 2 22 04 00.E1 10 28 13.A7 22 04 00.135 06 61 19.A1 10 28 1311 10 28 1312 B1 A7.11 06 41 13.A1 0661 19.A1 P R 04 10 O 1 " B1 1 7-6�_09 30 05.C1 3 EQ. A7.10 TYP. 26 27 26.133 O 7'-6" 3 EQ. 9 R 30 B1 2627 26.133 A7.10 2627 26.A1 10 2813.A7 26 51 19.A1 10 28 13.D1 TYP. 41 16.A1 CO- o c, co CV v 2204 00.E1 A4 A3 A7.10 A7.10 1'-6" 9" 3-6 2 EQ. 2 EQ. v CV © Zb Z/ Zb.b.5 B1 A7.10 B3 1 SECOND FLOOR PLAN - ROOM 1203 & 1205 - BUNKS A5.4 SCALE: 1 /4" = 1'-0" 0r, 10 28 1311 22 04 00.G1 Q 10 09 30 05.C1 10 28 13.A18 Zo Z / Zo./A 1 CONSTRUCTION NOTES G��_O ARC,,j/T 0661 19.A1 08 51 13.E1 06 41 13.A1 WOOD CASEWORK, SEE FINISH SCHEDULE 06 41 16.A1 PLASTIC LAMINATE CASEWORK, SEE FINISH SCHEDULE 06 61 19.A1 SOLID SURFACE COUNTERTOP 08 51 13.E1 ALUMINUM WINDOW, SEE WINDOW SCHEDULE 018 23 - 09 30 05.C1 WALL BASE WHERE OCCURS, SEE FINISH SCHEDULE REN. 09/30/27 10 28 13.A7 SOAP DISPENSER y, 10 28 13.A18 PAPER TOWEL DISPENSER/WASTE RECEPTACLE qTF OF CAUFO� 10 28 13.A21 COMBINATION TOILET ACCESSORY UNIT - TOILET TISSUE DISPENSER, SANITARY NAPKIN DISPENSER AND TOILET SEAT COVER DISPENSER r 10 28 13.D1 MIRROR, SEE A3/T-4 FOR MOUNTING HEIGHT R R 10 28 13.E1 ROBE HOOK �, „ ' • 10 28 1311 SHOWER CURTAIN ROD, PROVIDE BLOCKING 10 28 1312 SOLID SURFACE ROLL -IN SHOWER PAN coar 22 04 00.B5 DROP -IN SINK \\ 22 04 00.E1 FLOOR MOUNT TOILET WITH FLUSH CONTROLS LOCATED ON OPEN SIDE OF DESIGN GROUP ® B1 26 27 26.133 09 30 05.C1 26 27 26.A1 TOILET, SEE PLUMBING A7.10 TYP. 22 04 00.G1 SHOWER HEAD AND VALVE, SEE PLUMBING 9640 GRANITE DE GIO, CA 92123DGE DR, 1TE 130 26 27 26.A1 TOGGLE SWITCH, SEE ELECTRICAL FOR TYPE 619.698.9177 I www.coargroup.com 26 27 26.B3 RECEPTACLE, SEE ELECTRICAL FOR TYPE 26 51 19.A1 WALL MOUNTED INTERIOR LIGHTING FIXTURE, SEE ELECTRICAL 61 0641 13.A1 A7.11 O7' 6" PROJECT: 3 EQ. 10 28 13.F1 O 10 28 13.E1 10 28 13.A21 NOTES 1. NOTES AND DETAILS APPLY TO ALL ELEVATIONS U.N.O 2. FOR ADDITIONAL ACCESSIBILITY REQUIREMENTS AND DETAILS, SEE T-SHEETS 3. FOR ADDITIONAL FINISH INFORMATION, SEE FINISH SCHEDULE AND INTERIOR DRAWINGS 4. FOR ADDITIONAL INFORMATION ABOUT FF&E, SEE FURNITURE AND EQUIPMENT PLAN 5. STAINLESS STEEL CORNER GUARDS, TYP. ALL EXTERIOR CORNERS ON INTERIOR LEGEND SOLID SURFACE WALL COVERING (SSU-1) -- ----- FIBER REINFORCED PLASTIC (FRP-1) GLAZING °°°°°°°°°°°°°° °O°°°°°°°°°°°° 00000000000000 RUBBER MAT WALL BASE °°°°°°°°°°°°°° °°°o°°°°°°°°°° (RM-1) °°°o°°°°°°°°°° °°°°°°°°°°°°°° TAMBOR WOOD (WD-1) IMPACT RESISTANT WALL PANEL (IRWP-1) GYPSUM WALLBOARD (GWB-1) CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 po 1- V c'9t/FpFtN`P DESCRIPTION BID SET PROJECT NUMBER: 230101 DATE: 12/15/25 SHEET TITLE: FIRE STATION - ENLARGED PLANS & INTERIOR ELEVATIONS SHEET NUMBER: A5.4 D1 SECOND FLOOR PLAN - ROOM 1206 - RR A5.4 SCALE: 1 /4" = 1 '-0" Q Al SECOND FLOOR PLAN - ROOM 1207 - FLEX A5.5 SCALE: 1/4"= 1'-0" Q 22 04 OO.E1 - 22 04 00.135 ri 10 2813.F1 1 10 28 13.E1 10 28 13.A18 B1 1 SECOND FLOOR PLAN - ROOM 1208 - RR A5.5 SCALE: 1/4"=1'-0" <r u A5.5 LAUNDRY I JAN 1211 C1 W 12 A5.5 10 D--_------- 10 2813.D1 O09 30 05.C1 O B1 TYP. A7.10 O22 04 OO.G1 10 28 13.A7 26 51 19.A1 22 04 00.E1 A7.10 3'-4" 2 EQ. 122 04 00.131 11 30 OO.A1 06 61 19.A1 O0930 05.C1 2627 26.B3 TYP. 2 C1 SECOND FLOOR PLAN -ROOM 1211 -LAUNDRY A5.5 SCALE: 1/4"=1'-0" 05 51 33.A1 Q ROOF ACCESS -_,, 13 D1 A5.5 � 21� rr I 2 05 51 33.A1 28 13.D1 61 19.A1 10 09 30 05.C1 TYP. 27 26.A1 a co cV co o "v O 80 10 28 13.E1 10 28 13.A18 5'-0" 4 EQ. 1130 OO.A1 Al A7.10 4 Cam. 22 04 00.131 TYP. 10 2813.F1 I 23 30 OO.A5 10 28 13.A21 / / CONSTRUCTION NOTES 05 51 33.A1 ROOF ACCESS LADDER, ADD BLOCKING PER A2/A7.8 06 61 19.A1 SOLID SURFACE COUNTERTOP 09 30 05.C1 WALL BASE WHERE OCCURS, SEE FINISH SCHEDULE 10 28 13.A7 SOAP DISPENSER 10 28 13.A18 PAPER TOWEL DISPENSER/WASTE RECEPTACLE 10 28 13.A21 COMBINATION TOILET ACCESSORY UNIT - TOILET TISSUE DISPENSER, SANITARY NAPKIN DISPENSER AND TOILET SEAT COVER DISPENSER 10 28 13.D1 MIRROR, SEE A3/T-4 FOR MOUNTING HEIGHT 10 28 13.E1 ROBE HOOK 10 28 1311 SHOWER CURTAIN ROD, PROVIDE BLOCKING 10 28 1312 SOLID SURFACE ROLL -IN SHOWER PAN 1130 OO.A1 STACKED WASHER -DRYER UNIT, SEE EQUIPMENT PLAN 22 04 00.B1 MOP SINK, SEE PLUMBING 22 04 00.B5 DROP -IN SINK 22 04 OO.E1 FLOOR MOUNT TOILET WITH FLUSH CONTROLS LOCATED ON OPEN SIDE OF TOILET, SEE PLUMBING 22 04 OO.G1 SHOWER HEAD AND VALVE, SEE PLUMBING 23 30 OO.A5 THERMOSTAT, SEE MECHANICAL 26 27 26.A1 TOGGLE SWITCH, SEE ELECTRICAL FOR TYPE 26 27 26.B3 RECEPTACLE, SEE ELECTRICAL FOR TYPE 26 51 19.A1 WALL MOUNTED INTERIOR LIGHTING FIXTURE, SEE ELECTRICAL NOTES 1. NOTES AND DETAILS APPLY TO ALL ELEVATIONS U.N.O 2. FOR ADDITIONAL ACCESSIBILITY REQUIREMENTS AND DETAILS, SEE T-SHEETS 3. FOR ADDITIONAL FINISH INFORMATION, SEE FINISH SCHEDULE AND INTERIOR DRAWINGS 4. FOR ADDITIONAL INFORMATION ABOUT FF&E, SEE FURNITURE AND EQUIPMENT PLAN 5. STAINLESS STEEL CORNER GUARDS, TYP. ALL EXTERIOR CORNERS ON INTERIOR ........................................ 00000000000000 00000000000000 00000000000000 00000000000000 00oo0000o000o0 00000000o000o0 000000000000o0 LEGEND SOLID SURFACE WALL COVERING (SSU-1) FIBER REINFORCED PLASTIC (FRP-1) GLAZING RUBBER MAT WALL BASE (RM-1) TAMBOR WOOD (WD-1) IMPACT RESISTANT WALL PANEL (IRWP-1) GYPSUM WALLBOARD (GWB-1) ARCy/\ * �t 7�N.7� �KlE \TF OF CAL, Oo DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 coar SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION BID SET PROJECT NUMBER: 230101 DATE: 12/15/25 SHEET TITLE: FIRE STATION - ENLARGED PLANS & INTERIOR ELEVATIONS SHEET NUMBER: A5.5 LADl SECOND FLOOR PLAN - ROOF ACCESS 5.5 SCALE: 1 /4" = 1 '-0" Q (I 1( Al ') SECOND FLOOR PLAN - PATIO 1 A5.6 SCALE: 1 /4" = l'-0" A B Al 4 2 A5.6 3 n❑ Al IQ nQ 8 05 7313.A9 Cl SECOND FLOOR PLAN - PATIO 2 A5.6 SCALE: 1 /4" = 1'-0" O O0573 13.A9 26 5619.A1 0 O0810 05.A1 08 41 13.A3 08 10 05.A1 26 5619.A1 1130 00.C2 O C05 51 13.A1 CONSTRUCTION NOTES 05 51 13.A1 EXTERIOR METAL STAIR 05 73 13.A9 LAMINATED GLASS RAILING ASSEMBLY 08 10 05.A1 DOOR AND FRAME, SEE DOOR SCHEDULE 08 41 13.A3 STOREFRONT SYSTEM, SEE STOREFRONT SCHEDULE 1130 OO.C2 CEILING MOUNT RANGE HOOD. REFER TO D1/A7.14 AND MECHANICAL DRAWINGS. 26 56 19.A1 EXTERIOR LIGHT FIXTURE, SEE ELECTRICAL ARC1,1 018 23 REN. 09/30/27 sTgTF OF CAUN oo P PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 po H v � s a� C,gt�FpRN�P DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: FIRE STATION - ENLARGED PLANS & INTERIOR ELEVATIONS SHEET NUMBER: A5m6 3'-3" 3'-3" 3'-6" 3'-3" 4'-6" CONSTRUCTION NOTES 2 7 SSU PL PL 2 EQ. 2 EQ. 2 EQ. 2 EQ. 3 EQ. G��SED ARCy/T 3 26 27 26.B3 2 1130 OO.D1 0661 19.A1 0641 16.A1 26 27 26.A1 23 30 OO.A5 1 B4 Al A2 PL 0641 13.A17 A/V CABINET WITH GLASS DOOR �FREY A, TYP. TYP. A7.11 A7.10 A7.10 1 0641 13.A18 MILLWORK POST 0641 16.A1 PLASTIC LAMINATE CASEWORK, SEE FINISH SCHEDULE 0641 16.A2 PLASTIC LAMINATE CABINET, SEE FINISH SCHEDULE ova 23 06 41 16.A2 1 1' ` 1 1 0661 19.A1 SOLID SURFACE COUNTERTOP REN. 09/30/27 M 0661 19.A4 STAINLESS STEEL COUNTERTOP 0841 13.A3 STOREFRONT SYSTEM, SEE STOREFRONT SCHEDULE F OF CAOF 7-rIT \ / \ 09 70 OO.A2 PREPARE WALL TO A LEVEL FIVE FINISH TO ACCEPT WALLCOVERING E::J \ \ 0 1014 OO.C2 INTERIOR SIGNAGE 0 " • 0 \ \ \ \ 0 26 27 26.B3 0 `" 1130 OO.C1 WALL MOUNT RANGE HOOD q ' ' ' ` ' ` e 11 30 OO.D1 TELEVISION, ADD BLOCKING FOR WALL MOUNT, SEE FF&E SCHEDULE `� � • ' - \ \ � \_ � � - - - 11 30 OO.E1 REFRIGERATOR, SEE FF&E SCHEDULE cG cG TT - T = _ 04 1130 00.E2 STOVE, SEE FF&E SCHEDULE 10 06 61 19.A1 9 Dl `" ' • ' ' ` ' \ N 11 30 00.E3 DISHWASHER, SEE FF&E SCHEDULE D1 233000.E1 A5.7 DESIGN GROUP A5.7 12 24 oo.A1 WALL MOUNTED HIGH BAY ELECTRICAL BLACKOUT WINDOW SHADES, 5 A3 D1 06 4113.417 26 27 26.B1 13�3 11 30 OO.E1 CZ PROVIDE POWER AND DATA CONNECTION, SEE FINISH SCHEDULE AND 06 41 16.A1 PL SS 9640 GRANITE RIDGE DR, SUITE 130 11 30 OO.E3 ELECTRICAL i O A7.10 A7.11 8�_9�� O A7.10 A7.10 1 1 SAN DIEGO, CA 92123 1 5'-6" -9" 5'-6" 2 1'-9" 1' 6" 22 04 OO.B6 EQUIPMENT SINK, SEE PLUMBING 619.698.9177 1 www.coargroup.com 5 EQ. V-3" 2'_6" cour 06 61 19.A4 I DW REF 3 EQ. 2 EQ. 3 EQ. 23 30 oo.A5 THERMOSTAT, SEE MECHANICAL i� 2 EQ. 23 30 OO.E1 GAS SOLENOID SWITCH 26 51 19.A2 23 30 OO.F1 SUPPLY DIFFUSER, SEE MECHANICAL AND LOUVER SCHEDULE TYP. i 23 30 OO.F2 RETURN DIFFUSER, SEE MECHANICAL AND LOUVER SCHEDULE (A�D51.7 8 i REF 26 27 26.A1 TOGGLE SWITCH, SEE ELECTRICAL FOR TYPE � PL 26 27 26.B1 RECEPTACLE BEYOND, SEE ELECTRICAL 22 04 00.B6 3'-3" 1'-9" 4'-6" 1 26 27 26.B3 RECEPTACLE, SEE ELECTRICAL FOR TYPE 11 30 OO.C1 OS 41 13.A3 D 1 26 51 19.A2 INTERIOR LIGHT FIXTURE WHERE OCCURS, SEE ELECTRICAL KITCHEN I DAY ROOM i � 6 A5.7 � 2 EQ. 3 EQ. 1212 I� REF 1 7 \ D1 4 A5.7 2 3 4'-0" 4'-10 83/128" Lool e; -- 1 26 27 26.B3 TYP. ®®®® ®®®® v PROJECT: 26 27 26.B3 1130 OO.C1 O 1130 OO.E2 PL ol* 08 41 13.A3 2627 26.B3 ® TYP. CITY OF NEWPORT BEACH 1'-5" 2'-9" 4'-2" 4'-6" 3 EQ NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 2 7 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 22 04 00.66 = NOTES WPo - - 0 0 00 / 00 0 0 0 1. NOTES AND DETAILS APPLY TO ALL ELEVATIONS U.N.O y M ' 2. FOR ADDITIONAL ACCESSIBILITY REQUIREMENTS AND DETAILS, SEE T-SHEETS V 2'-5 1/21-6112 1-6 314 2'-5 1/2 O © C3 PL ]� ® O 1 3. FOR ADDITIONAL FINISH INFORMATION, SEE FINISH SCHEDULE cgtiFORN�P A7.10 1 11 30 OO.E3 AND INTERIOR DRAWINGS 6-0" oe 2'-0" 4. FOR ADDITIONAL INFORMATION ABOUT FF&E, SEE FURNITURE 4 EQ. AND EQUIPMENT PLAN DESCRIPTION: DATE: B1 SECOND FLOOR PLAN - ROOM 1212 - KITCHEN/DAYROOM A5.7 SCALE: 1/4" = V-0" 5. STAINLESS STEEL CORNER GUARDS, TYP. ALL EXTERIOR BID SET 12/15/25 CORNERS ON INTERIOR 23 30 0012 09 70 OO.A2 11 30 OO.D1 23 30 0011 706 WD TYP. TYP. TYP. 10 CD41 16.A1 O \ OUTER LOBBY v v 10 14 OO.C2 100A ` 06 61 19.A1 - - 1'-0" / co WORK AREA N OPEN - OPEN OPEN OPEN 0 115 / \\ , � � 11 INNER LOBBY 12 1'-6" 13 100B 2'-3" 5'-0" T-6" 37 l'-8" 2'-3" 2' 3�� 2 8�� 3' 0 0 ]u CIRCULATION DESK 11 AB10 066119.A1 AD10 LEGEND 104 Al Al 14 A5.7 12 15 A5.7 Al WC 12 24 OO.A1 SOLID SURFACE WALL COVERING (SSU-1) A5.7 17 13 0 10 09 70 OO.A2 --= = ---------- FIBER REINFORCED PLASTIC (FRP-1) 23 30 00.A5 26 27 26.131 11 30 00.D1 P TYP. 14 PROJECT NUMBER: 16 \ GLAZING 230101 Al \\ \ ' SHEET TITLE: \ 00000000000000 \ 00 000000000000c RUBBER MAT WALL BASE 00000000000000 FIRE STATION & ` ( ) 00000000000aa0 RM-1 OPEN\ oo oo00cc000000 \\ LIBRARY - \ TAMBOR WOOD (WD-1) ENLARGED PLANS & INTERIOR ' ELEVATIONS IMPACT RESISTANT �-� e��p IN� �-� WALL PANEL (IRWP-1) SHEET NUMBER: 14 15 17'-0° 16 T-11" 17 1001 MT SM STN GYPSUM WALLBOARD (GWB-1) MT SM STN 064113.A18 D2 MT SM STN D1 SO MOT S10N 10 10 10 10 10 10 A7.10 10 10 10 A4.5A -9 7 ■ D1 ENLARGED PLAN - ROOM 104 -CIRCULATION DESK A5.7 SCALE: 1 /4" = 1 '-0" 10 CG 10 A7A I �' I C I °' I o co STACK AREA � 106 Cl ENLARGED PLAN - ROOM 105 & 106 - ADULT & STACK AREA - ROOM 105 & 106 - ADULT & STACK AREA A5.8 SCALE: 1 /4" = V-0" FLEX 107A 5 8 Dl b A5.8 7 10 1*�ENLARGED PLAN - ROOM 107A - FLEX ROOM 107B TYP. SCALE: 1 /4" = V-0" 12 08 41 13.A3 co r co co 00 00 ADULT STUDY 105 � I I 00 26 27 26.133 09 70 OO.A2 10 44 OO.A1 26 27 26.B3 O 0 U 26 27 26.133 4 12 24 OO.A1 26 27 26.133 09 70 OO.A2 26 27 26.133 08 51 13.E1 D1 TYP. A7.6 G3 3V VV./io 26 27 26.133 1224 0850 09 70 OO.A2 a 23 30 00* CONSTRUCTION NOTES 08 41 13.A3 STOREFRONT SYSTEM, SEE STOREFRONT SCHEDULE 08 50 05.A2 WINDOW, SEE WINDOW SCHEDULE 08 51 13.E1 ALUMINUM WINDOW, SEE WINDOW SCHEDULE 09 70 OO.A2 PREPARE WALL TO A LEVEL FIVE FINISH TO ACCEPT WALLCOVERING 09 72 OO.E1 WOOD PANELING, PROVIDE FRYE REGLET MILLWORK 1/4" TERMINATION POST 09 72 00.E2 TAMBOR WOOD PANELING OVER GYPSUM BOARD 10 44 OO.A1 RECESSED FIRE EXTINGUISHER CABINET, SEE D4/T-6 12 24 OO.A1 WALL MOUNTED HIGH BAY ELECTRICAL BLACKOUT WINDOW SHADES, PROVIDE POWER AND DATA CONNECTION, SEE FINISH SCHEDULE AND ELECTRICAL 12 24 OO.A2 WALL MOUNTED MANUAL BLACKOUT WINDOW SHADES, SEE FINISH SCHEDULE 23 30 OO.A5 THERMOSTAT, SEE MECHANICAL 23 30 0011 SUPPLY DIFFUSER, SEE MECHANICAL AND LOUVER SCHEDULE 26 27 26.B3 RECEPTACLE, SEE ELECTRICAL FOR TYPE NOTES 1. NOTES AND DETAILS APPLY TO ALL ELEVATIONS U.N.O 2. FOR ADDITIONAL ACCESSIBILITY REQUIREMENTS AND DETAILS, SEE T-SHEETS 3. FOR ADDITIONAL FINISH INFORMATION, SEE FINISH SCHEDULE AND INTERIOR DRAWINGS 4. FOR ADDITIONAL INFORMATION ABOUT FF&E, SEE FURNITURE AND EQUIPMENT PLAN 5. VINYL CORNER GUARDS, TYP. ALL EXTERIOR CORNERS ON INTERIOR, TO MATCH WALL TREATMENT LEGEND SOLID SURFACE WALL COVERING (SSU-1) -- ----- FIBER REINFORCED PLASTIC (FRP-1) GLAZING °°°°°°°°°°°°°° °O°°°°°°°°°°°° 00000000000000C RUBBER MAT WALL BASE °°°°°°0°°°0°°° °°°°°°°°°°°°°° °°°°°°°°°°°°°° °°°°°°°°°°°° (RM-1) TAMBOR WOOD (WD-1) IMPACT RESISTANT WALL PANEL (IRWP-1) GYPSUM WALLBOARD (GWB-1) �-D ARCy1\ REY �C018P23 REN. 09/30/27 \TF OF CAUFO��\P coarl DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 p"aam P-m" DESCRIPTION BID SET PROJECT NUMBER: 230101 DATE: 12/15/25 SHEET TITLE: LIBRARY - ENLARGED PLANS & INTERIOR ELEVATIONS SHEET NUMBER: A5m8 Q ( Cl \� ENLARGED PLAN -ROOM 110 - CHILDRENS A5.9 SCALE: 1 /4" = V-0" CG O 1224 O 26 27 26.133 12 24 OO.A1 23 30 0011 08 51 13.E1 26 27 26.B3 09 70 OO.A2 O 08 41 13.A3 26 27 26.133 23 30 OO.A5 CONSTRUCTION NOTES 08 41 13.A3 STOREFRONT SYSTEM, SEE STOREFRONT SCHEDULE 08 51 13.E1 ALUMINUM WINDOW, SEE WINDOW SCHEDULE 09 70 OO.A2 PREPARE WALL TO A LEVEL FIVE FINISH TO ACCEPT WALLCOVERING 09 72 OO.D1 ACOUSTIC PANEL WITH SOLID WOOD PANEL AROUND 12 24 OO.A1 WALL MOUNTED HIGH BAY ELECTRICAL BLACKOUT WINDOW SHADES, PROVIDE POWER AND DATA CONNECTION, SEE FINISH SCHEDULE AND ELECTRICAL 12 24 OO.A2 WALL MOUNTED MANUAL BLACKOUT WINDOW SHADES, SEE FINISH SCHEDULE 23 30 OO.A5 THERMOSTAT, SEE MECHANICAL 23 30 0011 SUPPLY DIFFUSER, SEE MECHANICAL AND LOUVER SCHEDULE 26 27 26.B3 RECEPTACLE, SEE ELECTRICAL FOR TYPE NOTES 1. NOTES AND DETAILS APPLY TO ALL ELEVATIONS U.N.O 2. FOR ADDITIONAL ACCESSIBILITY REQUIREMENTS AND DETAILS, SEE T-SHEETS 3. FOR ADDITIONAL FINISH INFORMATION, SEE FINISH SCHEDULE AND INTERIOR DRAWINGS 4. FOR ADDITIONAL INFORMATION ABOUT FF&E, SEE FURNITURE AND EQUIPMENT PLAN 5. VINYL CORNER GUARDS, TYP. ALL EXTERIOR CORNERS ON INTERIOR, TO MATCH WALL TREATMENT ........................................ 00000000000000 00000000000000 00000000000000 00000000000000 00000000000000 00000000000000 00000000000000 LEGEND SOLID SURFACE WALL COVERING (SSU-1) FIBER REINFORCED PLASTIC (FRP-1) GLAZING RUBBER MAT WALL BASE (RM-1) TAMBOR WOOD (WD-1) IMPACT RESISTANT WALL PANEL (IRWP-1) GYPSUM WALLBOARD (GWB-1) D ARCy/\ it �r �018P23 REN. 09/30/27 \TF OF CAUFjo �\ cDar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION BID SET PROJECT NUMBER: 230101 DATE: 12/15/25 SHEET TITLE: LIBRARY - ENLARGED PLANS & INTERIOR ELEVATIONS SHEET NUMBER: A5m9 7) 22 04 00.137 5" 37" 17" L, 25" 18" 01 1 Al II 4 5.10 Lo LO 80 3 O01 10 28 13.A18 00 N X MAN o 10 2813.C1 10 2813.A21 - 10 2813.Gl A2 RR 112 NOTE: REFERENCE D3/T-4 FOR ACCESSIBLE CLEARANCES AROUND WATER CLOSET Al ENLARGED PLAN -ROOM 112 - RR ROOM 113 TYP. A5.10 SCALE: 1 /4" = 1'-0" 7 5 8 B1 6 5.10 7 RR 111 -10 28 13.A18 10 28 13.G1 10 28 13.C 1 1\ 10 2813.A21 F--rt- _00 �� I Xi N coo c' M Eo 5 °i - - CD co ul- 7" 25" 18" 37" 10 28 13.C1 B1 ENLARGED PLAN - ROOM 111 - RR 5.10 SCALE: 1 /4" = l'-0" Bl 22 04 00.B1 (A 5 .11 C1 12 10 5.10 11 0 JAN 14 rF --------- n 05 51 33.A1 Cl ENLARGED PLAN - ROOM 114 - JAN A5.10) SCALE: 1 /4" = 1'-0" 13 D1 ENLARGED PLAN - ROOM 108 & 109 - HALLWAY 5.10 SCALE: 1 /4" = 1 '-O" 04 00.B7 NOTE: REFERENCE D3/T-4 FOR ACCESSIBLE CLEARANCES AROUND WATER CLOSET 22 04 OO.E110 28 13.C1 TYP. 26 27 26.A1 O22 04 00.131 026 72 26.A1 10 2813.A18 10 28 13.A18 22 04 00.B7 27 26.133 O O 26 27 26.B3 26 27 26.A1 10 28 13.A7 10 2813.0 22 04 OO.E1 -26 27 26.A1 C 26 27 26.B3 O O 0551 33.A1 12 12 24 OO.A1 10 2813.G1 10 2813.A21 10 2813.A21 10 28 13.G1 CONSTRUCTION NOTES 05 51 33.A1 ROOF ACCESS LADDER, ADD BLOCKING PER A2/A7.8 09 70 OO.A2 PREPARE WALL TO A LEVEL FIVE FINISH TO ACCEPT WALLCOVERING 10 14 00.B1 UNISEX ACCESSIBLE TOILET SIGNAGE, SEE B2/A7.12 10 28 13.A7 SOAP DISPENSER 10 28 13.A18 PAPER TOWEL DISPENSER/WASTE RECEPTACLE 10 28 13.A21 COMBINATION TOILET ACCESSORY UNIT - TOILET TISSUE DISPENSER, SANITARY NAPKIN DISPENSER AND TOILET SEAT COVER DISPENSER 10 28 13.C1 GRAB BAR, SEE D3/T-4 10 28 13.D2 WALL MOUNTED MIRROR 10 28 13.G1 DIAPER CHANGING STATION 12 24 00.A1 WALL MOUNTED HIGH BAY ELECTRICAL BLACKOUT WINDOW SHADES, PROVIDE POWER AND DATA CONNECTION, SEE FINISH SCHEDULE AND ELECTRICAL 22 04 00.B1 MOP SINK, SEE PLUMBING 22 04 00.B7 SINK, SEE PLUMBING AND C1/T-4 AND C2/T-4 22 04 OO.C2 ACCESSIBLE BI-LEVEL DRINKING FOUNTAIN, SEE PLUMBING 22 04 OO.E1 FLOOR MOUNT TOILET WITH FLUSH CONTROLS LOCATED ON OPEN SIDE OF TOILET, SEE PLUMBING 23 30 OO.A5 THERMOSTAT, SEE MECHANICAL 23 30 0011 SUPPLY DIFFUSER, SEE MECHANICAL AND LOUVER SCHEDULE 23 30 00.F2 RETURN DIFFUSER, SEE MECHANICAL AND LOUVER SCHEDULE 23 30 OO.G1 TRANSFER GRILLE, SEE MECHANICAL AND LOUVER SCHEDULE 26 27 26.A1 TOGGLE SWITCH, SEE ELECTRICAL FOR TYPE 26 27 26.B3 RECEPTACLE, SEE ELECTRICAL FOR TYPE 26 72 26.A1 RECEPTACLE, SEE ELECTRICAL FOR TYPE NOTES 1. NOTES AND DETAILS APPLY TO ALL ELEVATIONS U.N.O 2. FOR ADDITIONAL ACCESSIBILITY REQUIREMENTS AND DETAILS, SEE T-SHEETS 3. FOR ADDITIONAL FINISH INFORMATION, SEE FINISH SCHEDULE AND INTERIOR DRAWINGS 4. FOR ADDITIONAL INFORMATION ABOUT FF&E, SEE FURNITURE AND EQUIPMENT PLAN 5. VINYL CORNER GUARDS, TYP. ALL EXTERIOR CORNERS ON INTERIOR, TO MATCH WALL TREATMENT LEGEND SOLID SURFACE WALL COVERING (SSU-1) ........................................ -- ----- FIBER REINFORCED PLASTIC (FRP-1) GLAZING °°°°°°°°°°°°°° °°°°°°°°°°°°°° 0 0000000000000 RUBBER MAT WALL BASE °°°°°°°°°°°°°° °°°°°°°°°°°°°° (RM-1) TAMBOR WOOD (WD-1) IMPACT RESISTANT WALL PANEL (IRWP-1) GYPSUM WALLBOARD (GWB-1) �-D ARCy/\ REY it �r L 018P23 �CAL'930/27O Oo P coarl DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION BID SET PROJECT NUMBER: 230101 DATE: 12/15/25 SHEET TITLE: LIBRARY - ENLARGED PLANS & INTERIOR ELEVATIONS SHEET NUMBER: A5ml 0 23 30 OO.A5 10 14 00.131 26 27 26.133 TYP. 11 30 00.i" nG CZ 40 1"4 47 ')A nn A7 n0 1:4 40 C4 44 On nn EC 1130 00.E4 22 04 00.136 1130 00.E5 1130 00.E1 op 0 CV 0 44 OO.A1 B1 `' ENLARGED PLAN -ROOM 115,116 & 117 -WORK AREA, SORT, KITCHEN, & HALLWAY �A5.1 1 / SCALE: 1 /4" = 1'-0" 11 113 14 I I I -- - -�_ E lyl STN 10 Ll i 0 � CIRCULATION DESK INNER LOBBY100E 104 9 - Dl 10 A5.1 1 D1 ENLARGED PLAN -ROOM 100 - LOBBY A5.11 SCALE: 1 /4" = 1 '-0" O n O 6'-0" 130 00.E 1 26 27 26.61 1'-3" 4 EQ. Al PL7 06 10 00.1316 08 1416.A3 TYP. 26 51 19.B1 OPEN LcOul 06 41 13.Al2 08 41 13.A3 26 27 26.133 O 10 44 OO.A1 26 27 26.131 26 27 26.133 P QTZ P PL 10 10 10 12 1'-9" 4'-6" 6'-0" 2'-10" 3 EQ. 1 4 EQ. I 2 EQ. 1 061000.1316 OPEN 26 27 26.63 / \ N TYP.oe ]O 26 2416.A1 26 27 26.63 30 OO.A5 �J 3'-8" 3'-O" 2 EQ. 2 EQ. PL 10 4 0 CV 1130 OO.E4 26 51 19.A3 26 27 26.A1 CONSTRUCTION NOTES 06 10 00.1316 FRAMED SOFFIT ABOVE CABINETS, SEE SOFFIT DETAIL B2/A7.7 06 41 13.Al2 BUILT IN CASEWORK 06 61 19.C1 SOLID SURFACE BACKSPLASH 08 14 16.A3 DOOR AS SCHEDULED 08 41 13.A3 STOREFRONT SYSTEM, SEE STOREFRONT SCHEDULE 08 51 13.E1 ALUMINUM WINDOW, SEE WINDOW SCHEDULE 10 44 OO.A1 RECESSED FIRE EXTINGUISHER CABINET, SEE D4/T-6 1130 OO.E1 REFRIGERATOR, SEE FF&E SCHEDULE 1130 00.E4 MICROWAVE, SEE FF&E SCHEDULE 1130 OO.E5 COFFEE MACHINE, SEE FF&E SCHEDULE 12 24 OO.A2 WALL MOUNTED MANUAL BLACKOUT WINDOW SHADES, SEE FINISH SCHEDULE 22 04 00.66 EQUIPMENT SINK, SEE PLUMBING 23 30 00.A5 THERMOSTAT, SEE MECHANICAL 26 24 16.A1 PANELBOARD, SEE ELECTRICAL 26 27 26.A1 TOGGLE SWITCH, SEE ELECTRICAL FOR TYPE 26 27 26.61 RECEPTACLE BEYOND, SEE ELECTRICAL 26 27 26.63 RECEPTACLE, SEE ELECTRICAL FOR TYPE 26 51 19.A3 PROVIDE UNDER -CABINET MOUNTED LED LIGHT 26 51 19.B1 ILLUMINATED EXIT SIGN NOTES 1. NOTES AND DETAILS APPLY TO ALL ELEVATIONS U.N.O 2. FOR ADDITIONAL ACCESSIBILITY REQUIREMENTS AND DETAILS, SEE T-SHEETS 3. FOR ADDITIONAL FINISH INFORMATION, SEE FINISH SCHEDULE AND INTERIOR DRAWINGS 4. FOR ADDITIONAL INFORMATION ABOUT FF&E, SEE FURNITURE AND EQUIPMENT PLAN 5. VINYL CORNER GUARDS, TYP. ALL EXTERIOR CORNERS ON INTERIOR, TO MATCH WALL TREATMENT /,�_D ARCy/\ 018 23 REN. 09/30/27 sTgTF OF CAUFO��P coarl DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: LIBRARY - ENLARGED PLANS & INTERIOR ELEVATIONS SHEET NUMBER: A5ml O i Al ENLARGED PLAN - ROOM 119 - OFFICE A5.12 SCALE: 1 /4" = V-0" 26 05 43.131 26 27 26.133 2 24 OO.A2 TYP. O O o ` i i i i lw 26 27 26.A1 23 30 OO.A5 O 26 27 26.133 0 0 I® el 0 0 OO 26 27 26.B4 26 27 26.B3 O 26 27 26.B3 � 26 27 26.B3 4 2624 13.A1 23 30 OO.A5 5 TYP. TYP. 6 TYP. I\j] J TYP. B1 ENLARGED PLAN - ROOM 120 - TELCOMM A5.12 SCALE: 1 /4" = V-0" 23 30 00 O26 27 26.133 08 90 OO.A1 26 05 43.131 ( Cl ) ENLARGED PLAN -ROOM 1115 - ELECTRICAL A5.12 SCALE: 1 /4" = V-0" U9 10 44 OO.A1 26 2413.A1 26 27 26.133 jj 07 26 2413.A1 TYP. CONSTRUCTION NOTES 08 90 00.A1 DOOR LOUVER, SEE MECHANICAL 10 44 OO.A1 RECESSED FIRE EXTINGUISHER CABINET, SEE D4/T-6 12 24 00.A2 WALL MOUNTED MANUAL BLACKOUT WINDOW SHADES, SEE FINISH SCHEDULE 23 30 00.A5 THERMOSTAT, SEE MECHANICAL 26 05 43.B1 COORDINATE STUB -UP LOCATIONS WITH ELECTRICAL 26 24 13.A1 ELECTRICAL SWITCHBOARD, SEE ELECTRICAL 26 24 16.A1 PANELBOARD, SEE ELECTRICAL 26 24 16.A2 ELECTRICAL SWITCHBOARD, SEE ELECTRICAL 26 27 26.A1 TOGGLE SWITCH, SEE ELECTRICAL FOR TYPE 26 27 26.B3 RECEPTACLE, SEE ELECTRICAL FOR TYPE 26 27 26.B4 SPECIAL PURPOSE RECEPTACLE, SEE ELECTRICAL FOR TYPE NOTES 1. NOTES AND DETAILS APPLY TO ALL ELEVATIONS U.N.O 2. FOR ADDITIONAL ACCESSIBILITY REQUIREMENTS AND DETAILS, SEE T-SHEETS 3. FOR ADDITIONAL FINISH INFORMATION, SEE FINISH SCHEDULE AND INTERIOR DRAWINGS 4. FOR ADDITIONAL INFORMATION ABOUT FF&E, SEE FURNITURE AND EQUIPMENT PLAN 5. VINYL CORNER GUARDS, TYP. ALL EXTERIOR CORNERS ON INTERIOR, TO MATCH WALL TREATMENT /,�_D ARCy/O * �t 7L 018P23 REN. 09/30/27 \TF OF CAUFO� coarl DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: LIBRARY - ENLARGED PLANS & INTERIOR ELEVATIONS SHEET NUMBER: A5m12 ROOM FINISH SCHEDULE ROOMS NUMBER DESCRIPTION FLOOR BASE WAINSCOT MATERIAL COLOR WALLS CEILING CASEWORK COUNTERTOP COLOR CABINET COLOR REMARKS MATERIAL COLOR MATERIAL COLOR NORTH EAST SOUTH WEST MATERIAL COLOR [HEIGHT MATERIAL COLOR MATERIAL COLOR MATERIAL COLOR MATERIAL COLOR 100A OUTER LOBBY TEF TEF-10 TEF TEF-10 - - GWB-1/GL WC-10 GWB-1/WD ACT-10/WD-10 - ACT ACT-10/P-14 9' - 0" - - 100B INNER LOBBY TEF TEF-10 TEF TEF-10 - - - GWB-l/WD ACT-10MD-10 - ACT/GWB-7 ACT-10/P-14/P-20 VARIES - - 103 BOOK DROP TEF TEF-10 TEF TEF-10 WD WD-5 GWB-1 WC-10 - GWB-1 ACT-10 ACT ACT-10/P-14 9' - 0" - - 104 CIRCULATION DESK TEF TEF-10/ TEF-11 TEF TEF-10/TEF-11 - - GWB-1 WC-10 - - ACT-10 / GWB-1 ACT-10/P-14/P-20 VARIES STN STN-10 PL PL-11 105 ADULT STUDY CPT CPT-10 WB WB-10 - - - GWB-1 WC-10/WC-11 GWB-1 WC-11 - ACT/O.T.S ACT-11/P-20 VARIES - - 106 STACK AREA CPT CPT-10 WB WB-10 - - - GWB-1 WC-10 GWB-1 WD-12 - O.T.S P-20 VARIES - - 107A FLEX CPT CPT-10 WB WB-10 WD WD-12 GWB-1/GL WC-10 GWB-1 P-15 GWB-1 P-15 GWB-1 WD-12 ACT ACT-11 9' - 6" - - 107B FLEX CPT CPT-10 WB WB-10 WD WD-12 GWB-1/GL WC-10 GWB-1 WD-12 GWB-1 P-15 GWB-1 P-15 ACT ACT-11 9'-01, - - 108 COPY/PRINT TEF TEF-10/ TEF-11 TEF TEF-10/TEF-11 - GWB-1 WC-10 - - O.T.S P-20 VARIES - - 109 HALLWAY TEF TEF-10/ TEF-11 TEF TEF-10/TEF-11 - - GWB-1 WC-10 - GWB-1 WC-10 GWB-1 T-13/P-10 O.T.S P-20 VARIES - - 110 CHILDREN'S AREA CPT CPT-10 WB WB-10 - - - GWB-1/GL WC-10 - GWB-1/GWB-3/ AF-10 WD-10/P-13 O.T.S P-20 VARIES - - 110B CHILDREN'S PROGRAM AREA CPT CPT-10 WB WB-10 - - - GWB-1 WC-10 GWB-1 WC-11 AF-10 P-13 ACT/O.T.S ACT-11 VARIES - - 111 RR TEF TEF-10 TEF TEF-10 T T-11 GWB-4 P-11 GWB-4 T-11 GWB-4 T-11 GWB-5 T-11 GWB-7 P-12 91-01, - - 112 RR TEF TEF-10 TEF TEF-10 T T-11 GWB-4 T-11 GWB-4 T-11 GWB-4 P-11 GWB-5 T-11 GWB-7 P-12 8' - 0" - - 113 RR TEF TEF-10 TEF TEF-10 T T-11 GWB-4 T-11 GWB-4 T-11 GWB-4 P-11 GWB-4 GWB-7 P-12 8' - 0" - - 114 JAN CNC CNC-1 WB WB-10 FRP FRP-10 GWB-4 FRP-10 GWB-4 P-18 GWB-4 P-18 GWB-4 FRP-10 O.T.S P-20 VARIES - - 115 WORK AREA LVT LVT-10 WB WB-10 - - - - GWB-1 P-10 GWB-1 P-10 ACT ACT-11 9' - 0" QTZ QTZ-10 PL PL-10/PL-12 116 SORT LVT LVT-10 WB WB-10 - - - GWB-1 P-17 - ACT ACT-11 9' - 0" - - 117 KITCHEN LVT LVT-10 WB WB-10 QTZ QTZ-10 GWB-1 P-18 GWB-1 P-17 GWB-1 P-10 ACT ACT-11 9' - 0" QTZ QTZ-10 PL PL-10/PL-12 118 STOR LVT LVT-10 WB WB-10 - - GWB-1 P-18 GWB-1 - GWB-1 GWB-1 - ACT ACT-11 9' - 0" - - 119 OFFICE CPT CPT-11A/CPT-11B/CPT-11C WB WB-10 - - GWB-1 P-18 GWB-1 P-18 GWB-1 P-18 GWB-1 P-18 ACT ACT-11 VARIES - - 120 TELCOMM CNC CNC-1 WB WB-10 - - GWB-1 P-10 GWB-1 P-10 GWB-1 P-10 GWB-3 P-10 O.T.S P-20 VARIES - - 1100 LOBBY LVT LVT-1 WB WB-1 - - GWB-1/GWB-3 P-4 GWB-1/GWB-3 P-4 GWB-1/GL P-4 GWB-3 P-4 GWB-7 P-7 10' - 0" - - 1101 HALL LVT LVT-1 WB WB-1 - - GWB-3 P-4 GWB-3 P-4 GWB-1/GWB-3 P-4 GWB-3 P-4 GWB-7 P-7 10' - 0" - - 1102 RR CNC CNC-1 SSU SSU-2 SSU SSU-1 GWB-4 P-4 GWB-5 P-4 GWB-4 P-4 GWB-5 P-4 GWB-7 P-7 10' - 0" - - 1103 HWH CNC CNC-1 WB WB-2 FRP FRP-1 GWB-3 P-4 GWB-3 P-4 GWB-1 P-4 GWB-3 P-4 GWB-7 P-7 10' - 0" - - 1104 EMS LVT LVT-1 WB WB-1 - - GWB-1/GWB-3 P-4 GWB-3 P-4 GWB-1/GWB-3 P-4 GWB-1 P-4 GWB-7 P-7 10' - 0" SSU SSU-3 PL PL-3 1105 VESTIBULE LVT LVT-1 WB WB-1 - - GWB-1 P-4 GWB-3 P-4 GWB-1 P-4 GWB-1 P-4 GWB-7 P-7 10' - 0" - - 1106 STAIRS LVT LVT-1 WB WB-1 - - GWB-1/GWB-3 P-4 GWB-3 P-4 GWB-1/GWB-3 P-4 GWB-3 P-4 P-7 10' - 0" - - 1107 HOSE CNC CNC-1 WB WB-2 - - GWB-1 P-4 GWB-1 P-4 GWB-1 P-4 GWB-7 P-7 9' - 6" - PL PL-3 1108 SHOP CNC CNC-1 WB WB-2 - - GWB-1 P-4 GWB-1 P-4 GWB-1/GWB-3 P-4 GWB-1 P-4 GWB-7 P-7 9' - 6" SS SS-1 PL PL-3 1109 STOR CNC CNC-2 WB WB-2 - - GWB-1 P-4 GWB-3 P-4 GWB-3 P-4 GWB-1 P-4 GWB-7 P-7 9' - 6" - - 1110 COMP CNC CNC-2 WB WB-2 - - GWB-3 P-4 GWB-3 P-4 GWB-1 P-4 GWB-7 P-7 VARIES - - 1111 FITNESS RM RM-1 RM RM-1 - - GWB-1 P-5A GWB-1 P-5A GWB-1 P-5A GWB-1 P-5A GWB-7 P-7 10' - 0" SSU SSU-3 PL PL-1 1112 APPARATUS BAY CNC CNC-3 WB WB-2 IRWP IRWP-1 GWB-1 P-4 GWB-1 P-4 GWB-1 P-4 GWB-1 P-4 GWB-7 P-7 VARIES - - 1113 DECON CNC CNC-1 WB WB-2 - - GWB-1 P-5A GWB-1/GWB-3 P-5A GWB-1 P-5A GWB-1 P-5A GWB-7 P-7 10' - 0" SSU SSU-3 PL PL-3 1114 TURNOUTS (12) CNC CNC-1 WB WB-2 - - GWB-1 P-4 GWB-1/GWB-3 P-4 GWB-1 P-4 GWB-1 P-4 GWB-7 P-7 10' - 0" - - 1115 ELEC CNC CNC-1 WB WB-11 - - GWB-1 P-18 GWB-3 P-18 GWB-1 P-18 GWB-1 P-18 GWB-7 P-7 10' - 0" - - 1116 FIRE RISER RM RM-1 RM RM-1 - - GWB-1 P-4 GWB-1 P-4 - GWB-7 P-7 10' - 0" - - 1200 PATIO ELM ELM-1 - - - - - - 8' - 0" - - - - 1201 EXIT HALLWAY LVT LVT-1 WB WB-1 - - GWB-1 P-4 GWB-3 P-4 GWB-3 P-4 GWB-3 P-4 ACT ACT-1 8'- 0" - - 1202 BUNK CPT CPT-1 WB WB-3 - - GWB-2 P-513 GWB-6 P-513 GWB-6 P-513 GWB-2 P-513 GWB-7 P-7 8' - 0" SSU SSU-3 WD WD-1 1203 BUNK CPT CPT-1 WB WB-3 - - GWB-2 P-4 GWB-2 P-4 GWB-6 P-4 GWB-6 P-4 GWB-7 P-7 8'- 0" SSU SSU-3 WD WD-1 1204 BUNK CPT CPT-1 WB WB-3 - - GWB-6 P-4 GWB-6 P-4 GWB-6 P-4 GWB-2/GWB-6 P-4 GWB-7 P-7 8' - 0" SSU SSU-3 WD WD-1 1205 BUNK CPT CPT-1 WB WB-3 - - GWB-6 P-4 GWB-2 P-4 GWB-6 P-4 GWB-6 P-4 GWB-7 P-7 8'- 0" SSU SSU-3 WD WD-1 1206 RR T T-1 SSU SSU-2 SSU SSU-1 GWB-5 P-513 GWB-5 P-513 GWB-4 P-513 GWB-5 P-513 GWB-7 P-7 8' - 0" SSU SSU-3 PL PL-1 1207 FLEX LVT LVT-1 WB WB-1 - - GWB-3 P-4 GWB-1 P-4 GWB-3 P-4 GWB-3 P-4 ACT ACT-1 8' - 6" SSU SSU-3 - 1208 RR T T-1 SSU SSU-2 SSU SSU-1 GWB-4 P-513 GWB-5 P-513 GWB-4 P-513 GWB-4 P-513 GWB-7 P-7 8'- 0" SSU SSU-3 PL PL-1 1209 EXIT STAIRS LVT LVT-1 WB WB-1 - - GWB-3 P-4 GWB-1 P-4 GWB-1/GWB-3 P-4 GWB-1 P-4 ACT ACT-1 8' - 0" - - 1210 STOR LVT LVT-1 WB WB-1 - - GWB-1 P-4 GWB-1 P-4 GWB-3 P-4 GWB-1 P-4 GWB-7 P-7 8' - 0" - - 1211 LAUNDRY / JAN LVT LVT-1 WB WB-1 GWB-4 P-5B GWB-5 P-5B GWB-4 P-513 GWB-4 P-5B GWB-7 P-7 8' - 0" SSU SSU-3 PL PL-3 1212 KITCHEN / DAY ROOM LVT LVT-1 WB WB-1 GWB-1/GWB-3 P-5A GWB-1 P-5A GWB-1/GL P-5A GWB-3/GL P-5A ACT/GWB-7 ACT-1/P-7 8' - 3" SS/SSU SS-1/SSU-3 PL PL-1/PL-3 1213 PATIO 2 ELM ELM-1 - - - - - - 8' - 0" - - MARK L1 WINDOW WIDTH HEIGHT AIR SPACE 1' - 0" 0'- 6" SILL HEIGHT 9' - 9" FRAME MATERIAL AL LOUVER SCHEDULE FRAME FINISH FRAME COLOR HEAD DETAIL PT P-11 A2/A7.5 JAMB DETAIL B2/A7.5 SILL DETAIL COMMENTS C2/A7.5 L2 1' - 0" 0' - 6" 9' - 9" AL AL PT P-17 A2/A7.5 B2/A7.5 C2/A7.5 L3 V - 6" 1' - 0" 9' - 6" PT P-11 A2/A7.5 B2/A7.5 C2/A7.5 L4 1' - 0" 0' - 6" 9' - 6" 13' - 6" AL AL PT P-11 A2/A7.5 B2/A7.5 C2/A7.5 - 1 L5 10' -11" 2'-8" MTL MTL-5 B2/A7.9 - B3/A7.9 L6 10' -11" 2'- 8" 12'- 4" AL MTL MTL-5 B2/A7.9 - B3/A7.9 1 1 L7 3' - 6" 1' - 0" CEILING MOUNTED AL MTL MTL-5 D1/A7.5 - L8 2'- 0" 2'- 0" CEILING MOUNTED AL MTL MTL-5 D1/A7.5 - 1 L9 3' - 0" l' - 4" CEILING MOUNTED AL MTL MTL-5 D1IA7.5 - 1 L10 l'-6" 1'-0" 1 1 1 1 1 1 1 1 2 W 4) O C' O 10 ABBR ACT CNC CPT CMU EXP EL GWB-1 GWB-2 GWB-3 GWB-4 GWB-5 GWB-6 GWB-7 O.T.S. PL PP P QTZ PLYWD RF RM RS S SFT SS SSU STN T TEP TPO WB WD WT FINISH NOTES PAINT FINISH: EGG SHELL PAINT FINISH: SEMI -GLOSS PROVIDE STAINLESS STEEL WALL PANELS AS INDICATED ON INTERIOR ELEVATIONS PROVIDE 12" HIGH RUBBER MAT BASE REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION SEAL EDGES AND PAINT PLYWOOD SACK AND PATCH CONCRETE CURB TO PROVIDE SMOOTH FINISH WITH UNIFORM COLOR WHERE EXPOSED SEAL, CONCRETE SLAB AND CURB PROVIDE HEADBOARD WHERE INDICATED ON INTERIOR ELEVATIONS PROVIDE HIGH -DENSITY CONCRETE FLOOR FINISH PAINT EXPOSED SPRINKLER PIPING AND EXHAUST DUCT WORK CHAIR RAIL, SEE INTERIOR ELEVATIONS MATERIAL LEGEND DESCRIPTION ACOUSTIC CEILING PANELS CONCRETE (SEALED) CARPET CONCRETE MASONRY UNIT ELASTOMETRIC DECK COATING GYPSUM WALL BOARD 5/8" UON GYPSUM WALL BOARD, SOUND ABSORBENT GYPSUM WALL BOARD, FIRE RESISTANT (5/8") TYPE-X GYPSUM WALL BOARD, WATER RESISTANT (5/8") TYPE-X GYPSUM WALL BOARD, FIRE RESISTANT (5/8") TYPE-X, WATER RESISTANT GYPSUM WALL BOARD, FIRE RESISTANT (5/8") TYPE-X, SOUND ABSORBENT GYPSUM WALL BOARD, SAG RESISTANT FOR CEILINGS OPEN TO STRUCTURE PLASTIC LAMINATE PERMEABLE PAVER PAINT QUARTZ(COUNTERTOP) 1/2" PLYWOOD, PAINTED ROOF RUBBER MAT RUBBER STRINGER STUCCO - PORTLAND CEMENT PLASTER STOREFRONT SHEET METAL STAINLESS STEEL SOLID SURFACE STONE(COUNTERTOP) TILE (CERAMIC / PORCELAIN) TERRAZZO EPDXY FLOORING THERMOPLASTIC MEMBRANE ROOF WALL BASE WOOD WINDOW TREATMENT LOUVER NOTES 1❑ WATERPROOFING AROUND WINDOW, SEE Dl A7.2 ❑2 REFER TO MECHANICAL FOR FREE AREA REQUIREMENTS /,�_D ARCy/ �G FF? E\Y A' �C) * �r 018 23 REN. 09/30/27 sTgTF OF CAUFO��P coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 1 PROJECT NUMBER: 230101 SHEET TITLE: ROOM FINISH & LOUVER SCHEDULE SHEET NUMBER: A6ml FINISH SCHEDULE - EXTERIOR & FIRE STATION MATERIAL TYPE DESCRIPTION LOCATION NAME MANUFACTURER STYLE COLOR ACT 1 ACOUSTIC CEILING TILE ARMSTRONG ULTIMA -1951 (BEVELED TEGULAR 15/16") (24"X24X3/4") WHITE SEE REFLECTED CEILING PLAN CFB 1 CEMENTITIOUS FIBER BOARD JAMES HARDIE HARDIE PANEL SIDING (5/16") - SMOOTH P-1 SEE EXTERIOR ELEVATIONS CFB 2 CEMENTITIOUS FIBER BOARD JAMES HARDIE HARDIE PLANK LAP SIDING (5/16") - SMOOTH P-1 SEE EXTERIOR ELEVATIONS CFB 3 CEMENTITIOUS FIBER BOARD JAMES HARDIE (HARDIE PANEL SIDING (5/16") - SMOOTH) + (HARDIE TRIM BATTEN BOARDS (2 1/2" X 3/4") SMOOTH P-1 SEE EXTERIOR ELEVATIONS CFB 4 CEMENTITIOUS FIBER BOARD JAMES HARDIE HARDIE SOFFIT (1/4") - NON -VENTED SMOOTH P-1 SEE EXTERIOR ELEVATIONS & BUILDING SECTIONS CFBT 1 CEMENTITIOUS FIBER BOARD TRIM JAMES HARDIE HARDIE TRIM (3 1/2" X 3/4") SMOOTH P-1 OVERALL SIDING TRIM CFBT 2 CEMENTITIOUS FIBER BOARD TRIM JAMES HARDIE HARDIE TRIM (5 1/2" X 3/4") SMOOTH P-1 APP BAY OVERHEAD DOOR TRIM CMU 1 CONCRETE MASONRY UNIT RCP BLOCK & BRICK PRECISION - 8X8X16 NATURAL ALLEY SITE WALL CMU 2 CONCRETE MASONRY UNIT CAP RCP BLOCK & BRICK PRECISION - 2X8X16 NATURAL ALLEY SITE WALL CAP CNC 1 CONCRETE (POLISHED) AMERIPOLISH 3D SP / SMOOTH FINISH NATURAL SEE ROOM FINISH SCHEDULE CNC 2 CONCRETE (SEALED) AMERIPOLISH 3D SP / SMOOTH FINISH NATURAL SEE ROOM FINISH SCHEDULE CNC 3 CONCRETE (HIGH DENSITY) AMERIPOLISH 3D HP / SMOOTH FINISH NATURAL APPARATUS BAY FLOOR CNC 4 CONCRETE (STAMPED + INTEGRAL COLORED) BRICKFORM 12" WOOD PLANK - FM-8000S-PRO 385 - LAVA SEE SITE PLAN CNC 5 CONCRETE (STAMPED + INTEGRAL COLORED) BRICKFORM NEW ENGLAND BASKET WEAVE FM-360OS-PRO 306 - CANVAS SEE SITE PLAN CNC 6 CONCRETE (CAST -IN -PLACE CONCRETE) CAST -IN -PLACE CONCRETE - SMOOTH NATURAL TRASH ENCLOSURE WALLS CPT 1 CARPET (TILE) SHAW CONTRACT 5TO71 - DIRECTION TILE (24"X24") 69597 - DISTANCE FIRE STATION BUNK ROOM CARPET ELM 1 ELASTOMERIC DECK COATING DEX-O-TEX WEATHERWEAR SPEEDWAY GRAY PATIO COATING FRP 1 FIBERGLASS REINFORCED PLASTIC CRANE COMPOSITES LINEN TEXTURE 1294 - SUGARLOAF SAND LAUNDRY/JAN & DECON FRP 2 FIBERGLASS REINFORCED PLASTIC ARCHITECTURAL MALL, INC. FRP CORNICE MATCH P-1 CORNICE GB 1 GYPSUM BOARD SHEETROCK GYPSUM PANEL 5/8" UL TYPE SCX - SEE WALL TYPES GB 2 GYPSUM BOARD SHEETROCK GYPSUM PANEL 1" UL TYPE SLX - SEE WALL TYPES GL 1 GLAZING VITRO SOLARBAN 70 CLEAR/CLEAR EXTERIOR GLAZING, SEE WINDOW & STOREFRONT SCHEDULE GL 2 GLAZING TECHNICAL GLASS PRODUCTS FIRELITE RATED GLASS EXTERIOR GLAZING, SEE WINDOW & STOREFRONT SCHEDULE GL 3 GLAZING VITRO - ACID ETCHED EXTERIOR GLAZING, SEE WINDOW & STOREFRONT SCHEDULE GL 4 GLAZING VIEWRAIL LAMINATED GLASS - 9/16" ULTRA CLEAR RAILING AT PATIOS IRWP 1 IMPACT RESISTANT WALL PANEL PROTEK SYSTEMS WPSD-12 STAINLESS STEEL DIAMOND PLATE- TYPE 304 APPARATUS BAY WAINSCOT LVT 1 LUXURY VINYL TILE SHAW CONTRACT ABIDE - 20 MIL (7"X47") 07710 - ALLSPICE WALNUT FIRE STATION LVT FLOORING MTL 1 METAL - FACTORY FINISH ARCADIA/PPG DURANAR - UC43347 - STATUARY BRONZE STOREFRONT & WINDOW COLOR MTL 2 METAL - FACTORY FINISH ARCADIA/PPG DURANAR - UC102320XL - ROASTED RED PEPPER STOREFRONT DOOR COLOR MTL 3 METAL - FACTORY FINISH DOOR ENGINEERING - RAL 3011 - BROWN RED APP BAY FOUR -FOLD DOORS MTL 4 METAL - FACTORY FINISH OVERHEAD DOOR POWDERGUARD MAX RAL 3011 - BROWN RED APP BAY OVERHEAD DOORS MTL 5 METAL - FACTORY FINISH - MATCH P-1 GABLE VENTS MTL 6 METAL - FACTORY FINISH - MATCH P-2 GUTTERS AND DOWNSPOUTS MTL 7 METAL - FACTORY FINISH AMERISTAR - BLACK PLAYGROUND FENCING MTL 8 METAL - FACTORY FINISH PALMSHIELD ALUMINUM SEMI -PRIVATE RAL 7022 FIRE STATION FENCING MTL 9 METAL - FACTORY FINISH VIEWRAIL BASE RAIL FLUOROPOLYMER BLACK TOP & BOTTOM RAILING AT PATIOS P 1 PAINT SHERWIN WILLIAMS EGGSHELL SW7006 - EXTRA WHITE EXTERIOR FIELD PAINT P 2 PAINT SHERWIN WILLIAMS EGGSHELL SW7069 - IRON ORE EXTERIOR SHUTTER AND STAIR RAIL PAINT P 3A PAINT SHERWIN WILLIAMS SEMI -GLOSS TO MATCH MTL-3 EXTERIOR FIRE STATION HM DOOR PAINT P 3B PAINT SHERWIN WILLIAMS SEMI -GLOSS SW7069 - IRON ORE EXTERIOR FIRE STATION HM TRIM, ROOF DRIP EDGE & TRASH ENCLOSURE GATE PAINT P 3C PAINT SHERWIN WILLIAMS SEMI -GLOSS SW7006 - EXTRA WHITE EXTERIOR LIBRARY HM DOOR & TRIM PAINT P 4 PAINT SHERWIN WILLIAMS EGGSHELL SW7008 - ALABASTER INTERIOR FIRE STATION FIELD PAINT P 5A PAINT SHERWIN WILLIAMS EGGSHELL SW7015 - REPOSE GRAY INTERIOR FIRE STATION ACCENT PAINT P 5B PAINT SHERWIN WILLIAMS EGGSHELL SW7044 - AMAZING GRAY INTERIOR FIRE STATION ACCENT PAINT P 6 PAINT SHERWIN WILLIAMS SEMI -GLOSS SW7046 - ANONYMOUS INTERIOR FIRE STATION HM DOOR & TRIM PAINT P 7 PAINT SHERWIN WILLIAMS EGGSHELL SW7757 - HIGH REFLECTIVE WHITE INTERIOR FIRE STATION CEILING PAINT PL 1 PLASTIC LAMINATE WILSONART TIMBERGRAIN FINISH (8235K-05) DAINTREE OVERALL KITCHEN & RR CASEWORK PL 2 PLASTIC LAMINATE WILSONART TIMBERGRAIN FINISH (8231K-79) VALLEY FORGE ELM KITCHEN ISLAND, FITNESS & DAYROOM CASEWORK PL 3 PLASTIC LAMINATE WILSONART FINE VELVET FINISH (4878-38) PEWTER MESH EMS, SHOP/HOSE, DECON & LAUNDRY/JAN CASEWORK RF 1 ASPHALT SHINGLE ROOFING OWENS CORNING DURATION COOL PLUS MIDNIGHT, ICC-ES AC438, UL 2218, UL 790 (CLASS A) LIBRARY & FIRE STATION ROOFING RM 1 RUBBER MAT FLOOR / BASE TARKETT / JOHNSONITE TRIUMPH SPORTS FLOORING (3/8") LB9 - RAINSTORM FITNESS FLOOR & WALL BASE SS 1 STAINLESS STEEL CUSTOM - #4 FINISH DECON & KITCHEN COUNTERTOP & BACKSPLASH SSU 1 SOLID SURFACE AVONITE 1/4" THICK WHITE WAINSCOT & FULL HEIGHT WALL PANEL SSU 2 SOLID SURFACE AVONITE 1/2" THICK WHITE WALL BASE AND CASEMENT WINDOW SILLS SSU 3 SOLID SURFACE CORIAN 1/2" THICK RAIN CLOUD COUNTERTOP & BACKSPLASH SSU 4 SOLID SURFACE SWAN - WHITE SHOWER PAN T 1 CERAMIC TILE DAL -TILE VOLUME 1.0, 6"X6" FLOOR TILE INTENSITY PEBBLE VL72 FIRE STATION RESTROOMS TPO 1 THERMOPLASTIC MEMBRANE ROOF JOHNS MANVILLE 60 MIL WHITE ROOF WB 1 WALL BASE JOHNSONITE MONUMENT - 4" 283 - TOAST LVT WALL BASE WB 2 WALL BASE JOHNSONITE MONUMENT - 4" VN2 - STONE COTTAGE CNC WALL BASE WB 3 WALL BASE JOHNSONITE MONUMENT - 4" 29 - MOON ROCK CARPET WALL BASE WD 1 WOOD (VENEER) ROTARY CUT - WHITE BIRCH CLEAR FINISH BUNK ROOM CASEWORK WD 2 WOOD (DOORS) FORTE OPENING SOLUTIONS RIFT CUT - WHITE OAK CLEAR FINISH FIRE STATION WOOD DOORS 4) O C O 10 ABBR ACT CNC CPT CMU EXP EL GWB-1 GWB-2 GWB-3 GWB-4 GWB-5 GWB-6 GWB-7 O.T.S. PL PP P QTZ PLYWD RF RM IRS S SFT SS SSU STN T TEP TPO WB WD WT FINISH NOTES PAINT FINISH: EGGSHELL PAINT FINISH: SEMI -GLOSS PROVIDE STAINLESS STEEL WALL PANELS AS INDICATED ON INTERIOR ELEVATIONS PROVIDE 12" HIGH RUBBER MAT BASE REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION SEAL EDGES AND PAINT PLYWOOD SACK AND PATCH CONCRETE CURB TO PROVIDE SMOOTH FINISH WITH UNIFORM COLOR WHERE EXPOSED SEAL, CONCRETE SLAB AND CURB PROVIDE HEADBOARD WHERE INDICATED ON INTERIOR ELEVATIONS PROVIDE HIGH -DENSITY CONCRETE FLOOR FINISH PAINT EXPOSED SPRINKLER PIPING AND EXHAUST DUCT WORK CHAIR RAIL, SEE INTERIOR ELEVATIONS MATERIAL LEGEND DESCRIPTION ACOUSTIC CEILING PANELS CONCRETE (SEALED) CARPET CONCRETE MASONRY UNIT ELASTOMETRIC DECK COATING GYPSUM WALL BOARD 5/8" UON GYPSUM WALL BOARD, SOUND ABSORBENT GYPSUM WALL BOARD, FIRE RESISTANT (5/8") TYPE-X GYPSUM WALL BOARD, WATER RESISTANT (5/8") TYPE-X GYPSUM WALL BOARD, FIRE RESISTANT (5/8") TYPE-X, WATER RESISTANT GYPSUM WALL BOARD, FIRE RESISTANT (5/8") TYPE-X, SOUND ABSORBENT GYPSUM WALL BOARD, SAG RESISTANT FOR CEILINGS OPEN TO STRUCTURE PLASTIC LAMINATE PERMEABLE PAVER PAINT QUARTZ(COUNTERTOP) 1/2" PLYWOOD, PAINTED ROOF RUBBER MAT RUBBER STRINGER STUCCO - PORTLAND CEMENT PLASTER STOREFRONT SHEET METAL STAINLESS STEEL SOLID SURFACE STONE(COUNTERTOP) TILE (CERAMIC / PORCELAIN) TERRAZZO EPDXY FLOORING THERMOPLASTIC MEMBRANE ROOF WALL BASE WOOD WINDOW TREATMENT /,�_D ARCy/\ * �r 018 23 REN. 09/30/27 sTgTF OF CAUFO��P coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 1 PROJECT NUMBER: 230101 SHEET TITLE: FINISH SCHEDULE - EXTERIOR & FIRE STATION SHEET NUMBER: A6m2 FINISH SCHEDULE- LIBRARY DESCRIPTION MATERIAL TYPE NAME MANUFACTURER STYLE COLOR LOCATION ACT 10 ACOUSTIC CEILING TILE ARMSTRONG #6334L4S14 WOODWORKS GRILLE, FORTE, VENEERED RIFT CUT OAK LOBBY CEILING AND WALLS ACT 11 ACOUSTIC CEILING TILE ARMSTRONG ULTIMA -1951 (BEVELED TEGULAR 15/16" ) (24"X24X3/4") WHITE SEE REFLECTED CEILING PLAN AF 10 ACOUSTIC FABRIC AUTEX ACOUSTICS COMPOSITION, 36" X 48" X 10-12 MM FALLING WATER CHILDRENS AREA WALL PANEL CPT 10 CARPET (BROADLOOM) SHAW CONTRACT CUSTOM 10X10 COLORCRAFT PRO -PATTERN - TRYK #F1327718, PATTERN # RR96786CRI CUSTOM 10 COLOR PLACEMENTS STACK AREA, ADULT STUDY, CHILDREN'S AREA & FLEX ROOMS CPT 11A CARPET (TILE) SHAW CONTRACT LOCAL LANDSCAPES - LANDSCAPE TILE - 5T604 (18"X36") (04105 - COASTAL) LIBRARY OFFICE 119 ACCENT CARPET 1 CPT 11 B CARPET (TILE) SHAW CONTRACT LOCAL LANDSCAPES - MIGRATE TILE - 5T606 (18"X36") (04411 - COASTAL WATER) LIBRARY OFFICE 119 ACCENT CARPET 2 CPT 11C CARPET (TILE) SHAW CONTRACT LOCAL LANDSCAPES - LANDSCAPE TILE - 5T604 (18"X36") (04411 - WATER) LIBRARY OFFICE 119 FIELD CARPET FRP 10 FIBERGLASS REINFORCED PLASTIC CRANE COMPOSITES LINEN TEXTURE 1294 - SUGARLOAF SAND JANITOR'S CLOSET LVT 10 LUXURY VINYL TILE SHAW CONTRACT BRANCHING OUT 5.0 MM - 20 MIL (6"X48") 56240 - PRAIRIE OAK LIBRARY WORK AREA, KITCHEN STORAGE & JANITOR FLOORING MT 10 METAL REVEAL/TRIM FRY REGLET MILLWORK PROFILES, #MWP2550, #MWPT2550, #MWPOSC2550, #MWRB50400 BUFFED SATIN BRASS CIRCULATION DESK, TAMBOR WOOD AND WALL PANELS MTL 10 METAL - FACTORY FINISH ARCADIA/PPG DURANAR UC43347 - STATUARY BRONZE LIBRARY STOREFRONT & STOREFRONT DOORS MTL 11 METAL - FACTORY FINISH ARCADIAIPPG DURANAR UC102320XL - ROASTED RED PEPPER LIBRARY STOREFRONT ENTRY DOOR P 10 PAINT SHERWIN WILLIAMS EGGSHELL SW7011 - NATURAL CHOICE GENERAL FIELD PAINT, SEE ROOM FINISH SCHEDULE P 11 PAINT SHERWIN WILLIAMS SEMI -GLOSS SW6148 - WOOL SKEIN LIBRARY RESTROOM WALLS P 12 PAINT SHERWIN WILLIAMS EGGSHELL SW6385 - DOVER WHITE LIBRARY RESTROOM CEILINGS P 13 PAINT SHERWIN WILLIAMS SATIN SW6493 - EBBTIDE CHILDRENS AREA PANEL WALL & HM DOOR & FRAMES P 14 PAINT SHERWIN WILLIAMS EGGSHELL SW6237 - DARK NIGHT PAINT BEHIND ACT-10 P 15 PAINT SHERWIN WILLIAMS EGGSHELL SW7617 - MEDITERRANEAN ACCENT WALL IN FLEX ROOMS P 17 PAINT SHERWIN WILLIAMS EGGSHELL SW9139 - DEBONNAIR ACCENT WALL IN OFFICE P 18 PAINT SHERWIN WILLIAMS SEMI -GLOSS SW7011 - NATURAL CHOICE STORAGE ROOM AND UTILITY ROOMS P 19 PAINT SHERWIN WILLIAMS/MEODED SAPPHIRE METALLIC - SATIN FINISH SM-2500 - GUN METAL (2-COAT MIN. W/ A CLEAR COAT OF ACRLON URETHANE 100EG) LIBRARY HM DOOR & TRIM PAINT P 20 PAINT SHERWIN WILLIAMS EGGSHELL SW7551 - GREEK VILLA OVERALL LIBRARY CEILINGS PL 10 PLASTIC LAMINATE WILSONART TRACELESS, ULTRA MATTE (15515-31) NILE VELVET KITCHEN 117 & WORK AREA 115 LOWER CABINETS PL 11 PLASTIC LAMINATE FORMICA MATTE FINISH (8244-58) NIGHT FOREST CIRCULATION DESK PL 12 PLASTIC LAMINATE FORMICA WOODBRUSH FINISH (8844-WR) AGED ASH KITCHEN 117 & WORK AREA 115 UPPER CABINETS QTZ 10 QUARTZ CAMBRIA QUARTZ SURFACE WITH SATIN FINISH INVERNESS BRISTOL BAY LIBRARY WORK AREA, KITCHEN COUNTERTOP AND BACKSPLASH SM 10 SHEET METAL CHEMETAL BRASS METAL VENEER OVER LAMINATE BACKER 325 STATUARY LOBBY CIRCULATION FRONT DESK STN 10 STONE (QUARTZITE) ANTOLINI FUSION WOW - LEATHER ORIGINAL LIGHT CIRCULATION DESK COUNTERTOP T 11 CERAMIC FIELD TILE DAL -TILE COLOR WHEEL CLASSIC - SEMI -GLOSS - 3"X6" 0135 - ALMOND 0135 RESTROOM WALLS T 12 CERAMIC ACCENT TILE DAL -TILE COLOR WHEEL CLASSIC - SEMI -GLOSS - 3"X6" 1469 - GALAXY 1469 RESTROOM WALLS T 13 CERAMIC ACCENT TILE DAL -TILE COLOR WHEEL CLASSIC - SEMI -GLOSS - 3"X6" 0148 - SPA RESTROOM WALLS AND DRINKING FOUNTAIN NICHE TEF 10 TERRAllO EPDXY FLOORING T.B.PENICK 25-02A-SD LOBBY, CIRCULATION, HALL, COPY/PRINT AND RESTROOMS TEF 11 TERRAllO EPDXY FLOORING T.B.PENICK 25-02B-SD LOBBY, CIRCULATION WB 10 WALL BASE JOHNSONITE/TARKETT MILLWORK - MONUMENT #MW-92-S4 - 92 BLUE LAGOON AT ALL CARPET LOCATIONS WC 10 WALL COVERINGS PHILLIP JEFFRIES VINYL BELGIAN LINEN 34643 - POMPEY CIRCULATION AREA WC 11 WALL COVERINGS PHILLIP JEFFRIES VINYL BELGIAN LINEN II 4598 - DEEP TEAL ADULT CIRCULATION AREA WD 10 WOOD (PANELS) CUSTOM 1/2" THK. MDF VENEERED RIFT CUT CLEAR MATTE SEALER - WHITE OAK ADULT & CHILDREN CIRCULATION AREA WD 11 WOOD (PANELS) CUSTOM 1" X 8" PAINTED PANELS P-13 CHILDRENS AREA PANEL WALL WD 12 WOOD (PANELS) SURFACING SOLUTIONS WOOD TAMBOUR #SKU 493-SWO PROFILE 493 WHITE OAK - (PROVIDE CLEAR, MATTE URETHANE COAT) SEE INTERIOR ELEVATIONS WD 13 WOOD (DOORS) FORTE OPENING SOLUTIONS RIFT CUT - WHITE OAK CLEAR FINISH LIBRARY WOOD DOORS WT 10 WINDOW TREATMENT MECHO SHADE EUROTWILL - 6000 SERIES - 3% OPEN #6018 - STONE WINDOWS & CLERESTORY WINDOWS O 4) O C' O 10 ABBR ACT CNC CPT CMU EXP EL GWB-1 GWB-2 GWB-3 GWB-4 GWB-5 GWB-6 GWB-7 O.T.S. PL PP P QTZ PLYWD RF RM RS S SFT SS SSU STN T TEP TPO WB WD WT FINISH NOTES PAINT FINISH: EGGSHELL PAINT FINISH: SEMI -GLOSS PROVIDE STAINLESS STEEL WALL PANELS AS INDICATED ON INTERIOR ELEVATIONS PROVIDE 12" HIGH RUBBER MAT BASE REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION SEAL EDGES AND PAINT PLYWOOD SACK AND PATCH CONCRETE CURB TO PROVIDE SMOOTH FINISH WITH UNIFORM COLOR WHERE EXPOSED SEAL, CONCRETE SLAB AND CURB PROVIDE HEADBOARD WHERE INDICATED ON INTERIOR ELEVATIONS PROVIDE HIGH -DENSITY CONCRETE FLOOR FINISH PAINT EXPOSED SPRINKLER PIPING AND EXHAUST DUCT WORK CHAIR RAIL, SEE INTERIOR ELEVATIONS MATERIAL LEGEND DESCRIPTION ACOUSTIC CEILING PANELS CONCRETE (SEALED) CARPET CONCRETE MASONRY UNIT ELASTOMETRIC DECK COATING GYPSUM WALL BOARD 5/8" LION GYPSUM WALL BOARD, SOUND ABSORBENT GYPSUM WALL BOARD, FIRE RESISTANT (5/8") TYPE-X GYPSUM WALL BOARD, WATER RESISTANT (5/8") TYPE - GYPSUM WALL BOARD, FIRE RESISTANT (5/8") TYPE-X, WATER RESISTANT GYPSUM WALL BOARD, FIRE RESISTANT (5/8") TYPE-X, SOUND ABSORBENT GYPSUM WALL BOARD, SAG RESISTANT FOR CEILINGS OPEN TO STRUCTURE PLASTIC LAMINATE PERMEABLE PAVER PAINT QUARTZ(COUNTERTOP) 1/2" PLYWOOD, PAINTED ROOF RUBBER MAT RUBBER STRINGER STUCCO - PORTLAND CEMENT PLASTER STOREFRONT SHEET METAL STAINLESS STEEL SOLID SURFACE STONE(COUNTERTOP) TILE (CERAMIC / PORCELAIN) TERRAZZO EPDXY FLOORING THERMOPLASTIC MEMBRANE ROOF WALL BASE WOOD WINDOW TREATMENT /,�_D ARCy/\ * �r 018 23 REN. 09/30/27 sTgTF OF CAUFO��P coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 1 PROJECT NUMBER: 230101 SHEET TITLE: FINISH SCHEDULE - LIBRARY SHEET NUMBER: A6m3 DOOR NOTES DOOR & GATE SCHEDULE DOOR FRAME DETAIL COLOR COLOR HARDWARE MARK TYPE WIDTH HEIGHT ELEV DEPTH MATERIAL FINISH INTIEXT HOUR MATERIAL FINISH INTIEXT HEAD JAMB JAMB THRESHOLD STC RATING GROUP REMARKS 100A SINGLE 3'- 6" T -11 1/2" E 0'- 13/4" AL/GL FF MTL-11 AL AL FF MTL-10 Al/A7.3 B1/A7.3 - D1/A7.3 AL-01 8,10 107A SINGLE 3' - 0" 7' - 9" E 0'- 13/4" AL/GL FF MTL-10 - FF MTL-10 C1/A7.3 C3/A7.3 C2/A7.3 D2/A7.3 34 AL-03 6,7 107B SINGLE 3' - 0" 7' - 9" E 0'- 13/4" AL/GL FF MTL-10 - AL FF MTL-10 C1/A7.3 C4/A7.3 C2/A7.3 D2/A7.3 34 AL-04 110A SINGLE 3'-0" 7' - 0" A 0'- 13/4" HM PT PT-13/PT-3C 45 MIN HM PT PT-13/PT-3C A3/A7.3 B3/A7.3 - D3/A7.3 03 3, 8, 10 111A SINGLE 3'- 0" 7' - 0" A 0'- 13/4" WD FF WD-13 - HM PT PT-19 A4/A7.3 B4/A7.3 - D4/A7.3 34 13 1, 2, 7, 11 112A SINGLE 3' - 0" 7' - 0" A 0'- 13/4" WD FF WD-13 - HM PT PT-19 A4/A7.3 B4/A7.3 - D4/A7.3 34 13 1, 2, 7, 11 113A SINGLE 3'-0" 7' - 0" A 0'- 13/4" WD FF WD-13 - HM PT PT-19 A4/A7.3 B4/A7.3 - D4/A7.3 34 13 1, 2, 7, 11 114A SINGLE 3' - 0" 7' - 0" A 0'- 13/4" WD FF WD-13 - HM PT PT-19 A4/A7.3 B4/A7.3 - D4/A7.3 05 6, 9, 10 115A SINGLE 3'- 0" 7' - 0" A 0'- 13/4" WD FF WD-13 - HM PT PT-19 A4/A7.3 B4/A7.3 - D4/A7.3 34 06 6,7 118A SINGLE 3' - 0" 7' - 0" A 0'- 13/4" HM PT WD-13 - HM PT PT-19 A4/A7.3 B4/A7.3 - D4/A7.3 11 6 119A SINGLE 3'-0" 7' - 0" C 0'- 13/4" WD/GL FF WD-13 - HM PT PT-19 A4/A7.3 B4/A7.3 - D4/A7.3 15 6 120A SINGLE 3'- 0" 7' - 0" A 0'- 13/4" HM PT PT-6/PT-3C - HM PT PT-6/PT-3C A3/A7.3 B3/A7.3 - D3/A7.3 04 10 1100A SINGLE 3'-6" T -11 1/2" E 0'- 13/4" AL/GL FF MTL-2 - AL FF MTL-1 Al/A7.3 B1/A7.3 C2/A7.3 D1/A7.3 AL-01 8,10 1101A SINGLE 3' - 0" 7' - 0" C 0'- 13/4" WD/GL FF WD-2 45 MIN HM PT PT-6 A4/A7.3 B4/A7.3 D4/A7.3 12 3,8 1102A SINGLE 3'- 0" 7' - 0" A 0'- 13/4" WD FF WD-2 45 MIN HM PT PT-6 A4/A7.3 B4/A7.3 D4/A7.3 12 1, 2, 3, 11 1103A SINGLE 3'- 0" 7' - 0" A 0'- 13/4" HM PT WD-2 45 MIN HM PT PT-6 A4/A7.3 B4/A7.3 D4/A7.3 09 3,6 1104A SINGLE 3' - 0" 7' - 0" A 0'- 13/4" HM PT WD-2 45 MIN HM PT PT-6 A4/A7.3 B4/A7.3 D4/A7.3 14 3,6 1105A SINGLE 3'- 0" 7' - 0" C 0'- 13/4" WD/GL FF WD-2 45 MIN HM PT PT-6 A4/A7.3 B4/A7.3 D4/A7.3 07 3 1105B SINGLE 3' - 0" 7' - 0" C 0'- 13/4" HM/GL PT PT-6 - HM PT PT-6 A4/A7.3 B4/A7.3 D4/A7.3 08 1109A SINGLE 3'- 0" 7' - 0" B 0'- 13/4" HM PT PT-6 - HM PT PT-6 A4/A7.3 B4/A7.3 D4/A7.3 11 6,9 1111A SINGLE 3' - 0" 7' - 0" C 0'- 13/4" WD/GL FF WD-2 - HM PT PT-6 A4/A7.3 B4/A7.3 D4/A7.3 14 6 1111 B DOUBLE 8' - 0" 8'- 0" H 0'- 13/4" HM/GL PT PT-6/PT-3A - HM PT PT-6/PT-3B A3/A7.3 B3/A7.3 D3/A7.3 18 8 1112A HIGH-SPEED COILING 14'- 0" 14'- 0" G AL/GL FF MTL-4 - AL FF A2/A7.2 B2/A7.2 R-UP-01 1112B HIGH-SPEED COILING 14'- 0" 14'- 0" G AL/GL FF MTL-4 - AL FF A2/A7.2 B2/A7.2 R-UP-01 1112C SINGLE 3' - 0" 7' - 0" D 0'- 13/4" HM/GL PT PT-6/PT-3A - HM PT PT-6/PT-313 A3/A7.3 B3/A7.3 D3/A7.3 01 8,10 1112D FOUR -FOLD 14'- 0" 14'- 0" F AL/GL PT MTL-3 - AL FF Al/A7.2 B1/A7.2 C1/A7.2 R-UP-01 5 1112E FOUR -FOLD 14'- 0" 14'- 0" F AL/GL PT MTL-3 - AL FF Al/A7.2 B1/A7.2 C1/A7.2 R-UP-01 5 1113A SINGLE 3' - 0" 7' - 0" A 0'- 13/4" HM PT PT-6 - HM PT PT-6 A4/A7.3 B4/A7.3 D4/A7.3 14 1114A SINGLE 3'- 0" 7' - 0" C 0'- 13/4" HM/GL PT PT-6 - HM PT PT-6 A4/A7.3 B4/A7.3 D4/A7.3 14 1115A SINGLE 3' - 6" 7' - 0" B 0'- 13/4" HM PT PT-6/PT-3C - HM PT PT-6/PT-3C A3/A7.3 B3/A7.3 D3/A7.3 02 8,10 1201A SINGLE 3'-0" 7' - 0" D 0'- 13/4" HM/GL PT PT-6/PT-3A - HM PT PT-6/PT-313 A3/A7.3 B3/A7.3 C4/A7.2 17 8 1202A SINGLE 3' - 0" 7' - 0" A 0'- 13/4" WD FF WD-2 45 MIN HM PT PT-6 A4/A7.3 B4/A7.3 16 3 1203A SINGLE 3'-0" 7' - 0" A 0'- 13/4" WD FF WD-2 45 MIN HM PT PT-6 A4/A7.3 B4/A7.3 16 3 1204A SINGLE 3' - 0" 7' - 0" A 0'- 13/4" WD FF WD-2 45 MIN HM PT PT-6 A4/A7.3 B4/A7.3 16 3 1205A SINGLE 3'- 0" 7' - 0" A 0'- 13/4" WD FF WD-2 45 MIN HM PT PT-6 A4/A7.3 B4/A7.3 16 3 1206A SINGLE 3' - 0" 7' - 0" A 0'- 13/4" WD FF WD-2 45 MIN HM PT PT-6 A4/A7.3 B4/A7.3 12 3 1207A SINGLE 3' - 0" 7' - 0" C 0'- 13/4" WD/GL FF WD-2 45 MIN HM PT PT-6 A4/A7.3 B4/A7.3 14 3 1208A SINGLE 3'- 0" 7' - 0" A 0'- 13/4" WD FF WD-2 45 MIN HM PT PT-6 A4/A7.3 B4/A7.3 12 3 1210A SINGLE 3' - 0" 7' - 0" A 0'- 13/4" HM PT PT-6 HM PT PT-6 A4/A7.3 B4/A7.3 11 1211A SINGLE 3'- 0" 7' - 0" C 0'- 13/4" WD/GL FF WD-2 45 MIN HM PT PT-6 A4/A7.3 B4/A7.3 09 3 1211 B SINGLE 3' - 0" 7' - 0" A 0'- 13/4" HM PT PT-6 45 MIN HM PT PT-6 A3/A7.3 B3/A7.3 10 1212A SINGLE 3' - 0" 7' - 0" C 0'- 13/4" WD/GL FF WD-2 45 MIN HM PT PT-6 A4/A7.3 B4/A7.3 14 3,8 1213A SINGLE 3' - 0" T -11 1/2" E 0'- 13/4" AL/GL FF MTL-2 AL FF MTL-1 Al/A7.3 B1/A7.3 C2/A7.3 C4/A7.2 AL-02 G-1 GATE 1 l' - 8" 7' - 8" J 0'- 3" MTL PT PT-3B MTL PT PT-3B C1/A1.3 GATE-01 G-2 GATE 2' - 8" 6'- 2" K 0'- 3" MTL PT PT-313 MTL PT PT-313 C1/A1.3 GATE-01 G-3 SLIDING/ROLLING GATE 24' - 0" 6'- 6" 1 0'- 2" MTL FF MTL-8 - AL FF MTL-8 - GATE-01 IN 1A, U I U U 1O TOILET ROOM ISA SIGNAGE AND TEXT ON WALL ADJACENT TO Al DOOR, SEE T-7 4) PROVIDE ISA SYMBOL ON DOOR 4) 45 MINUTE RATED DOOR AND FRAME ® FROSTED GLASS, SEE FINISH SCHEDULE O5 PROVIDE TINTED 1/2" DUAL GLAZING © PROVIDE ROOM IDENTIFICATION SIGNAGE, VERIFY TEXT WITH OWNER, SEE T-7 7O PROVIDE ACOUSTIC RATED DOOR ® PANIC HARDWARE O9 PROVIDE 3/4" UNDERCUT, SEE MECHANICAL 10 CARD READER 11 PROVIDE PRIVACY LATCH / D ARCy/\ �G FF REY A' �7 �C 018P23 REN. 09/30/27 \TF OF CAU' jo \_ icDarl DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 =r DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: DOOR & GATE SCHEDULE SHEET NUMBER: A6m4 WINDOW SCHEDULE WINDOW FRAME MATERIAL FINISH COLOR DETAILS GLAZING REMARKS MARK WIDTH HEIGHT TYPE GLAZING HEAD JAMB SILL MIN SHGC MIN U-VALUE A 3' - 0" 4' - 0" FIXED GL-1 ALUMINUM FF MTL-1 A4/A7.5 B4/A7.5 C4/A7.5 0.4 .32 3 B 2'-6" 3'- 6" FIXED GL-1 ALUMINUM FF MTL-1 A4/A7.5 B4/A7.5 C4/A7.5 0.4 .32 3 C 4' - 0" 5' - 0" FIXED GL-1 ALUMINUM FF MTL-1 A4/A7.5 B4/A7.5 C4/A7.5 0.4 .32 3 D 2' - 0" 2' - 6" FIXED GL-3 ALUMINUM FF MTL-1 A4/A7.5 B4/A7.5 C4/A7.5 0.4 .32 3 E 3'- 0" 4' - 0" CASEMENT GL-1 ALUMINUM FF MTL-1 A3/A7.5 B3/A7.5 C3/A7.5 0.4 .32 1,3 E1 3' - 0" 4' - 0" CASEMENT GL-1 ALUMINUM FF MTL-1 A4/A7.5 B4/A7.5 C4/A7.5 0.4 .32 3 F 3'-0" 4'-0" CASEMENT GL-2 ALUMINUM FF MTL-1 A3/A7.5 B3/A7.5 C3/A7.5 0.4 .32 1, 2, 3 G 2' - 6" 2' - 8" FIXED GL-1 ALUMINUM FF MTL-1 A4/A7.5 B4/A7.5 C4/A7.5 0.4 .32 3 W W W E 0 STOREFRONT SCHEDULE MARK WIDTH HEIGHT FRAME GLAZING DETAILS STC RATING REMARKS MATERIAL FINISH COLOR TYPE MIN. SHGC MIN. U-VALUE HEAD JAMB JAMB 2 SILL AA 7' - 2" 8' - 2" MTL FF MTL-1 GL-1 Al/A7.4 B1/A7.4 D1/A7.4 2 BB 8' - 0" 8' - 2" MTL FF MTL-1 GL-1 Al/A7.4 B1/A7.4 D1/A7.4 CC 5' - 5" 9' - 0" MTL FF MTL-10 GL-1 A2/A7.4 B2/A7.4 C3/A7.4 DD 5' - 5" 9' - 0" MTL FF MTL-10 GL-1 A2/A7.4 B2/A7.4 C3/A7.4 EE 3' - 2" 10' - 9" MTL FF MTL-1 GL-1 A2/A7.4 B2/A7.4 C3/A7.4 C3/A7.4 FF 2' -10" 10' - 9" MTL FF MTL-1 GL-1 A2/A7.4 B2/A7.4 C3/A7.4 C3/A7.4 GG 9' - 0" 8'- 0 3/4" MTL FF MTL-1 GL-1 Al/A7.4 B1/A7.4 C3/A7.2 HH T - 0" 5' - 6" MTL FF MTL-1 GL-1 Al/A7.4 B1/A7.4 D2/A7.4 C1/A7.4 II 3' - 6" 5' - 6" MTL FF MTL-1 GL-1 Al/A7.4 B1/A7.4 D2/A7.4 C1/A7.4 JJ 5' - 8" 1' - 6" MTL FF MTL-9 GL-4 D2/A7.14 1 KK 20' - 2" 1' - 6" MTL FF MTL-9 GL-4 D2/A7.14 1 LL 14' - 2" 1' - 6" MTL FF MTL-9 GL-4 D2/A7.14 1 3'-2" 2'-10" 11 9'-0" oe 00 2'-9 1/2" 2'-9 1/2" 3'-5" SEE DOOR SCHEDULE TG TG i � O BB GG CC DD EE FF T-0" EQ EQ 3'-6" \WI 20'-2" 14'-2" WINDOW NOTES 0 PROVIDE BLACKOUT WINDOW BLINDS ❑2 45 MIN. RATED 3❑ WATERPROOFING AROUND WINDOW, SEE A7.2 STOREFRONT NOTES 1❑ PROVIDE 9/16" LAMINATED GLASS WHERE WALKING SURFACE OCCURS BELOW n 45 MIN. RATED /,�-D ARCy/ �G ?"E \Y A' �C) * �r 018 23 REN. 09/30/27 sTgTF OF CAUFO��P coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 C\lico�R. DESCRIPTION: DATE: BID SET 12/15/25 1 PROJECT NUMBER: 230101 SHEET TITLE: zo WINDOW & STOREFRONT SCHEDULE SHEET NUMBER: A6m5 FURNITURE SCHEDULE - FIRE STATION ROOM NUMBER ROOM NAME MARK DESCRIPTION COUNT MANUFACTURER MODEL NOTES PURCHASED BY INSTALLED BY 1100 1100 LOBBY SG-1100A CHAIR 2 HERMAN MILLER CAPER STACKING CHAIR - GRAPHITE CONTRACTOR CONTRACTOR 1111 1111 FITNESS AV-1111A TV MONITOR 1 SONY #K50S30 PROVIDE WALL MOUNTING BRACKET AND WALL BLOCKING CONTRACTOR CONTRACTOR 1202 1202 BUNK AC-1202A MATTRESS 1 SERTA ISERIES HYBRID 2000 OWNER OWNER 1202 BUNK TB-1202A SIDE TABLE 1 JAYDEN CREATION KATE WALNUT MID-CENTURY STYLE 3-DRAWER 24 IN. W NIGHTSTAND WITH SOLID WOOD LEGS CONTRACTOR CONTRACTOR 1203 1203 BUNK AC-1203A MATTRESS 1 SERTA ISERIES HYBRID 2000 OWNER OWNER 1203 BUNK TB-1203A SIDE TABLE 1 JAYDEN CREATION KATE WALNUT MID-CENTURY STYLE 3-DRAWER 24 IN. W NIGHTSTAND WITH SOLID WOOD LEGS CONTRACTOR CONTRACTOR 1204 1204 BUNK AC-1204A MATTRESS 1 SERTA ISERIES HYBRID 2000 OWNER OWNER 1204 BUNK TB-1204A SIDE TABLE 1 JAYDEN CREATION KATE WALNUT MID-CENTURY STYLE 3-DRAWER 24 IN. W NIGHTSTAND WITH SOLID WOOD LEGS CONTRACTOR CONTRACTOR 1205 1205 BUNK AC-1205A MATTRESS 1 SERTA ISERIES HYBRID 2000 OWNER OWNER 1205 BUNK TB-1205A SIDE TABLE 1 JAYDEN CREATION KATE WALNUT MID-CENTURY STYLE 3-DRAWER 24 IN. W NIGHTSTAND WITH SOLID WOOD LEGS CONTRACTOR CONTRACTOR 1207 1207 FLEX SG-1207A CHAIR 1 HERMAN MILLER COSM LOW BACK #100189800 CONTRACTOR CONTRACTOR 1207 FLEX SG-1207B CHAIR 1 HERMAN MILLER COSM LOW BACK #100189800 CONTRACTOR CONTRACTOR 1212 1212 KITCHEN/DAY ROOM AV-1212A TV MONITOR 1 SONY #K-65S30 PROVIDE WALL MOUNTING BRACKET AND WALL BLOCKING OWNER CONTRACTOR 1212 KITCHEN I DAY ROOM SG-1212A CHAIR 4 HERMAN MILLER SAYL CHAIR - SLED BASE SIDE CHAIR WITH SUSPENSION BACK CONTRACTOR CONTRACTOR 1212 KITCHEN / DAY ROOM SG-1212B LOUNGE CHAIR 4 LA-Z-BOY ASTOR ROCKING RECLINER - CHARCOAL CONTRACTOR CONTRACTOR 1212 KITCHEN I DAY ROOM SG-1212C STOOL 3 HERMAN MILLER CAPER STACKING STOOL CONTRACTOR CONTRACTOR 1212 KITCHEN / DAY ROOM TB-1212A TABLE 1 WALL SHIELDS T-0" X 6'-0" WOOD TOP W/ GOLD LEAF LETTERS, TRIM & CORNER SCROLL OVER EPDXY FINISH CONTRACTOR CONTRACTOR EQUIPMENT SCHEDULE - FIRE STATION ROOM NUMBER ROOM NAME MARK DESCRIPTION COUNT MANUFACTURER MODEL POWER NOTES PURCHASED BY INSTALLED BY 1102 1102 RESTROOM EQ-1102A SINK 1 KOHLER PINOIR CONTRACTOR CONTRACTOR 1102 RESTROOM EQ-1102B FAUCET 1 CHICAGO FAUCETS MANUAL SINK FAUCET CONTRACTOR CONTRACTOR 1102 RESTROOM EQ-1102C TOILET 1 KOHLER HIGHCLIFF ULTRA CONTRACTOR CONTRACTOR 1103 1103 HWH EQ-1103A FAUCET 1 CONTRACTOR CONTRACTOR 1107 1107 HOSE RACK EQ-1107A HOSE RACK 1 GEAR GRID HEAVY METAL DUTY MOBILE HOSE STORAGE SYSTEM CONTRACTOR CONTRACTOR 1109 1109 STORAGE EQ-1109A BIKE RACK 1 4 BIKE CAPACITY, WALL MOUNTED, PROVIDE WALL BLOCKING CONTRACTOR CONTRACTOR 1110 1110 COMPRESSOR EQ-1110A COMPRESSOR 1 INGERSOLL RAND 2475N5 208V 80 GALLON, MAX PSI 175 CONTRACTOR CONTRACTOR 1111 1111 FITNESS EQ-1111A DUMB BELLS 1 - - OWNER CONTRACTOR 1111 FITNESS EQ-1111 B CABLE CROSS 1 - - OWNER CONTRACTOR 1111 FITNESS EQ-1111C ELLIPTICAL 1 - Y - OWNER CONTRACTOR 1111 FITNESS EQ-1111D BIKE 1 - Y - OWNER CONTRACTOR 1111 FITNESS EQ-1111 E ROWER 1 - Y - OWNER CONTRACTOR 1111 FITNESS EQ-1111F TREADMILL 1 - Y - OWNER CONTRACTOR 1111 FITNESS EQ-1111G RACK 1 - - OWNER CONTRACTOR 1111 FITNESS EQ-1111H PLATES 1 - - OWNER CONTRACTOR 1113 1113 DECON EQ-1113A WASHER 1 SPEED QUEEN SF7007WG CONTRACTOR CONTRACTOR 1113 DECON EQ-1113B DRYER 1 SPEED QUEEN DV2000WG CONTRACTOR CONTRACTOR 1114 1114 TURNOUTS EQ-1114A TURNOUTS 12 GEAR GRID STANDARD WALL MOUNT LOCKER 24"W X 20"D X 72"H CONTRACTOR CONTRACTOR 1206 1206 RESTROOM EQ-1206A TOILET 1 KOHLER KINGSTON COMFORT HEIGHT CONTRACTOR CONTRACTOR 1206 RESTROOM EQ-1206B SINK 1 KOHLER CAXTON OVAL CONTRACTOR CONTRACTOR 1206 RESTROOM EQ-1206C FAUCET 1 CHICAGO FAUCETS MANUAL SINK FAUCET CONTRACTOR CONTRACTOR 1208 1208 RESTROOM EQ-1208A TOILET 1 KOHLER HIGHCLIFF ULTRA CONTRACTOR CONTRACTOR 1208 RESTROOM EQ-1208B SINK 1 KOHLER CAXTON OVAL CONTRACTOR CONTRACTOR 1208 RESTROOM EQ-1208C FAUCET 1 CHICAGO FAUCETS MANUAL SINK FAUCET CONTRACTOR CONTRACTOR 1211 1211 LAUNDRY/JAN EQ-1211A WASHER 1 SPEED QUEEN SF7007WG CONTRACTOR CONTRACTOR 1211 LAUNDRY/JAN EQ-1211B DRYER 1 SPEED QUEEN DV2000WG CONTRACTOR CONTRACTOR 1212 1212 KITCHEN/DAY ROOM EQ-1212A DISHWASHER 1 BOSCH 800 SERIES SGE78C55UC CONTRACTOR CONTRACTOR 1212 KITCHEN/DAY ROOM EQ-1212B GARBAGE DISPOSAL 1 INSINKERATOR BADGER 5 1201V CONTRACTOR CONTRACTOR 1212 KITCHEN/DAY ROOM EQ-1212C REFRIGERATOR/FREEZER 3 LG LRFLC2706S CONTRACTOR CONTRACTOR 1212 KITCHEN/DAY ROOM EQ-1212D HOOD 1 VIKING 48" VWH548481 CONTRACTOR CONTRACTOR 1212 KITCHEN/DAY ROOM EQ-1212E OVEN 1 VIKING 48" VGR7482-8B VIKING 7 SERIES 48" SEALED BURNER GAS RANGE CONTRACTOR CONTRACTOR 1213 1213 PATIO EQ-1213A GRILL 1 VIKING VQGFS5361-N-SS VIKING 5 SERIES 36" FREESTANDING OUTDOOR GAS GRILL CONTRACTOR CONTRACTOR 1213 PATIO EQ-1213B HOOD 1 VIKING VWHO 18" OUTDOOR WALL HOOD 4878SS 8.4/9.1 MAX. AMPS W/ DEV1200 EXTERIOR VENTILATOR KIT CONTRACTOR CONTRACTOR TOILET ACCESSORIES SCHEDULE - FIRE STATION ROOM Mark DESCRIPTION MANUFACTURER MODEL COUNT COMMENTS 1102 1102 TA-1 GRAB BAR BOBRICK B-5806 1 1102 TA-2 SURFACE MOUNTED SOAP DISPENSER BOBRICK B-2111 1 1102 TA-3 RECESSED PAPER TOWEL DISPENSER WASTE BIN BOBRICK B-8303 1 1102 TA-4 SURFACE MOUNTED COMBINATION TOILET SEAT COVER DISPENSE BOBRICK B-30919 1 1206 1206 TA-2 SURFACE MOUNTED SOAP DISPENSER BOBRICK B-2111 1 1206 TA-3 RECESSED PAPER TOWEL DISPENSER WASTE BIN BOBRICK B-8303 1 1206 TA-4 SURFACE MOUNTED COMBINATION TOILET SEAT COVER DISPENSE BOBRICK B-30919 1 1206 TA-6 ROBE HOOK BOBRICK B-9541 1 1206 TA-7 SHOWER ROD AND CURTAIN BOBRICK B-6107 1 1208 1208 TA-2 SURFACE MOUNTED SOAP DISPENSER BOBRICK B-2111 1 1208 TA-3 RECESSED PAPER TOWEL DISPENSER WASTE BIN BOBRICK B-8303 1 1208 TA-4 SURFACE MOUNTED COMBINATION TOILET SEAT COVER DISPENSE BOBRICK B-30919 1 1208 TA-6 ROBE HOOK BOBRICK B-9541 1 1208 TA-7 SHOWER ROD AND CURTAIN BOBRICK B-6107 1 FURNITURE LEGEND ABBR I DESCRIPTION AC ACCESSORY AV AUDIO VISUAL CG CASEGOODS EQ EQUIPMENT SG SEATING TB TABLE WB WASTEBIN WS WORK STATION /,�_D ARCy/\ 018 23 REN. 09/30/27 sTgTF OF CAUFO��P coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 1 PROJECT NUMBER: 230101 SHEET TITLE: FF&E SCHEDULE - FIRE STATION SHEET NUMBER: A6m6 FURNITURE SCHEDULE - LIBRARY ROOM NUMBER ROOM NAME MARK DESCRIPTION COUNT MANUFACTURER MODEL COLOR/FINISH POWER NOTES PURCHASED BY INSTALLED BY 10 10 EXTERIOR SG-10A SCULPTURE BENCH 1 LIBRARY OWNED - - - OWNER OWNER 10 EXTERIOR SG-10B BENCH 6 CONTRACTOR CONTRACTOR 100 100 LOBBY AC-100A GIVE-AWAY DISPLAY 1 SAFCO PRODUCTS COMPANY REVEAL 6 MAGAZINE, 12 PAMPHLET DISPLAY - #5600CL 2" X 30" W X 45" H CLEAR ACRYLIC - CONTRACTOR CONTRACTOR 100 LOBBY CG-100A 66" H. BOOK SHELVES 1 ESTEY CANTILEVER SERIES #WBDF61120 - 5 SHELF / 66" HIGH SAND - CONTRACTOR CONTRACTOR 103 103 BOOK DROP CG-103A BOOK TRUCK 1 DEMCO LIBRARYQUIET 3 FLAT SHELF BOOKTRUCKS NAVY - CONTRACTOR CONTRACTOR 103 BOOK DROP CG-103B BOOK TRUCK 1 DEMCO LIBRARYQUIET 2 FLAT SHELF BOOKTRUCKS NAVY - CONTRACTOR CONTRACTOR 103 BOOK DROP CG-103C BOOK BIN 1 DEMCO W20552880 NATURAL MAPLE - CONTRACTOR CONTRACTOR 104 104 CIRCULATION DESK AV-104A TV MONITOR 1 SONY #K50S30 - Y - CONTRACTOR CONTRACTOR 104 CIRCULATION DESK AV-104B TV MOUNT 1 PEERLESS 9F650 - CONTRACTOR CONTRACTOR 104 CIRCULATION DESK SG-104A TASK CHAIR 2 HERMAN MILLER COSM LOW BACK #100189800 NIGHTFALL - CONTRACTOR CONTRACTOR 105 105 ADULT STUDY AC-105A GRANDFATHER CLOCK 1 LIBRARY OWNED - - - OWNER OWNER 105 ADULT STUDY CG-105A 78" H. BOOK SHELVES 10 ESTEY CANTILEVER SERIES #WBDF71120 - 6 SHELF / 78" HIGH SAND - CONTRACTOR CONTRACTOR 105 ADULT STUDY SG-105A CHAIR 8 HERMAN MILLER ZEPH SIDE CHAIR W/ CASTERS #BA4lV1 LPMB349 FRAME: POLYMER & METAL SHELL: GLACIER MICROBECARE - CONTRACTOR CONTRACTOR 105 ADULT STUDY SG-105B LOUNGE CHAIR 4 HERMAN MILLER NEMSCHOFF SOPHORA BACK AND SHELL: AZURE, SEAT: PRIVATE ISLAND - CONTRACTOR CONTRACTOR 105 ADULT STUDY TB-105A STUDY TABLE 4 HAWORTH INTUITY BENCHING - 48" W x 48" x 30" Y REQUIRES FLOOR OUTLET FOR CONNECTIVITY CONTRACTOR CONTRACTOR 105 ADULT STUDY TB-105B SIDE TABLE 4 BERNHARDT QUIET ROUND TOP WITH ROUND BASE KNIFE EDGE TOP: #871 OAK; BASE: POWDER COATED BRONZE CONTRACTOR CONTRACTOR 106 106 STACK AREA CG-106A 66" H. BOOK SHELVES 15 ESTEY CANTILEVER SERIES #WBDF62120 - 5 SHELF / 66" HIGH SAND CONTRACTOR CONTRACTOR 106 STACK AREA CG-106B 66" H. BOOK SHELVES 3 ESTEY CANTILEVER SERIES #WF61120 - 5 SHELF / 66" HIGH SAND CONTRACTOR CONTRACTOR 106 STACK AREA TB-106A CATALOG TABLE 1 HERMAN MILLER 32.5" W X 26" D #HZ280S.2632WSSWHNDN2DN2G VENEER: NATURAL WHITE OAK; BASE: NIGHTFALL Y REQUIRES FLOOR OUTLET FOR CONNECTIVITY CONTRACTOR CONTRACTOR 107 107 FLEX AC-107A CLOCK 2 PETER PEPPER WALL CLOCK W FLUSH ACRYLIC COVER - #820 - FACE DESIGN #36 PACIFIC BLUE BEZEL WITH WHITE FACE CONTRACTOR CONTRACTOR 107 FLEX SG-107A CHAIR 8 HERMAN MILLER ZEPH SIDE CHAIR W/ GLIDES # BA4lV1LPMB3GNB FRAME: POLYMER & METAL SHELL: GLACIER MICROBECARE - CONTRACTOR CONTRACTOR 107 FLEX TB-107A TABLE 2 HERMAN MILLER EVERYWHERE TABLE - 36" X 66"W Y REQUIRES FLOOR OUTLET FOR CONNECTIVITY CONTRACTOR CONTRACTOR 108 108 COPY/PRINT AC-108A CLOCK 1 PETER PEPPER WALL CLOCK W FLUSH ACRYLIC COVER - #820 - FACE DESIGN #36 PACIFIC BLUE BEZEL WITH WHITE FACE CONTRACTOR CONTRACTOR 110 110 CHILDREN'S AREA CG-110A 66" H. BOOK SHELVES 12 ESTEY CANTILEVER SERIES #WBDF61120 - 5 SHELF / 66" HIGH SAND - CONTRACTOR CONTRACTOR 110 CHILDREN'S AREA CG-110B 42" H. BOOK SHELVES 6 ESTEY CANTILEVER SERIES #WBDF41120 - 3 SHELF / 42" HIGH SAND - CONTRACTOR CONTRACTOR 110 CHILDREN'S AREA CG-110C 78" H. BOOK SHELVES 6 ESTEY CANTILEVER SERIES #WBDF71120 - 6 SHELF / 78" HIGH SAND - CONTRACTOR CONTRACTOR 110 CHILDREN'S AREA CG-110D PICTURE BOOK BIN 2 GRESSCO 1120960 - 30 3/4"H X 23 3/4"W X 19 3/4"L BEECH - CONTRACTOR CONTRACTOR 110 CHILDREN'S AREA SG-110A CHAIR 3 TMC PLOVER CHILD CHAIR 16"H CUSTOM RED AND CHALK WHITE STRIPES CONTRACTOR CONTRACTOR 110 CHILDREN'S AREA SG-110B CHAIR 3 TMC PLOVER CHILD CHAIR 16"H FRENCH BLUE CONTRACTOR CONTRACTOR 110 CHILDREN'S AREA SG-110C CHAIR 3 TMC PLOVER CHILD CHAIR 12"H CUSTOM FRENCH BLUE AND CHALK WHITE CONTRACTOR CONTRACTOR 110 CHILDREN'S AREA SG-110D CHAIR 3 TMC PLOVER CHILD CHAIR 12"H DAHLIA CONTRACTOR CONTRACTOR 110 CHILDREN'S AREA TB-110A TABLE 1 TMC PLOVER TABLE 26"H TOP: WHITE LAMINATE TO MATCH CHALK WHITE; LEGS: CLEAR MAPLE CONTRACTOR CONTRACTOR 110 CHILDREN'S AREA TB-110B TABLE 1 TMC PLOVER TABLE 20"H TOP: WHITE LAMINATE TO MATCH CHALK WHITE; LEGS: CLEAR MAPLE CONTRACTOR CONTRACTOR 115 115 WORK AREA AC-115C CLOCK 1 PETER PEPPER WALL CLOCK W FLUSH ACRYLIC COVER - #820 - FACE DESIGN #36 PACIFIC BLUE BEZEL WITH WHITE FACE CONTRACTOR CONTRACTOR 115 WORK AREA SG-115A TASK CHAIR 1 HERMAN MILLER SAYL COUNTER CHAIR #100077501 FRAME: STUDIO WHITE/ POLISHED ALUMINUM; BACK: #3DK07 BERRY BLUE; SEAT: #8R22 BLUEBERRY; ARMS: #63 FOG CONTRACTOR CONTRACTOR 116 116 SORT CG-116A BOOK TRUCK 3 DEMCO LIBRARYQUIET 6 SLOPED SHELF BOOKTRUCKS #W12187250 NAVY CONTRACTOR CONTRACTOR 117 117 KITCHEN SG-117A CHAIR 4 HERMAN MILLER PRONTA STACKING CHAIR LEGS: PEACOCK; FINISH: GLACIER CONTRACTOR CONTRACTOR 117 KITCHEN TB-117A DINING TABLE 1 KNOLL #290753 35 3/4" DIA X 281/4" H WHITE CONTRACTOR CONTRACTOR 118 118 STORAGE CG-118A STORAGE CABINET 2 SCHOOL OUTFITTERS NOR-SCU361872ADJ-XX-SO 18" D X 36" W X 72" H NAVY CONTRACTOR CONTRACTOR 118 STORAGE CG-118B STORAGE CABINET 1 SCHOOL OUTFITTERS NOR-SCU241872ADJ-XX-SO 18" D X 24" W X 72" H NAVY CONTRACTOR CONTRACTOR 119 119 OFFICE AC-119A CLOCK 1 PETER PEPPER WALL CLOCK W FLUSH ACRYLIC COVER - #820 - FACE DESIGN #36 PACIFIC BLUE BEZEL WITH WHITE FACE 119 OFFICE SG-119A TASK CHAIR 1 HERMAN MILLER COSM MID BACK- #100189800 GLACIER CONTRACTOR CONTRACTOR 119 OFFICE SG-119B CHAIR 2 HERMAN MILLER PRONTA STACKING CHAIR LEGS: PEACOCK; FINISH: GLACIER CONTRACTOR CONTRACTOR 119 OFFICE WS-119A WORKSTATION 1 HERMAN MILLER CANVAS PRIVATE OFFICE CLEAR LAMINATE ON ASH CONTRACTOR CONTRACTOR EQUIPMENT SCHEDULE - LIBRARY ROOM NUMBER ROOM NAME MARK DESCRIPTION COUNT MANUFACTURER MODEL POWER NOTES PURCHASED BY INSTALLED BY 10 10 EXTERIOR EQ-10A BIKE RACK 1 VICTOR STANLEY CYCLE SENTRY COLLECTION, BRCS-105 - CONTRACTOR CONTRACTOR 10 EXTERIOR EQ-10B FLAG POLE 1 - CONTRACTOR CONTRACTOR 10 EXTERIOR EQ-10C BOOK RETURN 1 KINGSLEY #K-050SS 50 C-SERIES 4 EVER SYSTEM W/1 30-9650 SAFEGUARD CART - INCLUDE BRAILLE LABELS, CLOSE KIT, 4 EXTRA KEYS, & TIME SAVER WIFI CART ACCESSORY CONTRACTOR CONTRACTOR 10 EXTERIOR EQ-10D TRASH AND RECYCLING BIN 2 VICTORY STANLEY SD-242 IRONSITES SERIES - CONTRACTOR CONTRACTOR 100 100 LOBBY EQ-100A RFID GATES 2 BIBLIOTHECA ULTRA RFID GATES Y CONTRACTOR CONTRACTOR 100 SELF CHECK EQ-100B SELF SERVICE KIOSK 1 BIBLIOTHECA SELFCHECK 3000 WITH 22" TOUCHSCREEN MONITOR Y CONTRACTOR CONTRACTOR 104 104 CIRCULATION DESK EQ-104B SCANNER 1 Y OWNER CONTRACTOR 108 108 COPY/PRINT EQ-108A COPIER/PRINTER 1 Y OWNER CONTRACTOR 108 COPY/PRINT EQ-108B COPIER PAYMENT 1 Y OWNER CONTRACTOR 108 COPY/PRINT EQ-108C TRASH AND RECYCLING BIN 1 SIMPLEHUMAN ULINE #H-8664, 5 GALLON EACH - CONTRACTOR CONTRACTOR 115 115 WORK AREA EQ-115A SAFE 1 - CONTRACTOR CONTRACTOR 115 WORK AREA EQ-115B TRASH AND RECYCLING BIN 1 SIMPLEHUMAN ULINE #H-8664, 5 GALLON EACH - CONTRACTOR CONTRACTOR 117 117 KITCHEN EQ-117A MICROWAVE 1 VIKING #RVM320SS Y CONTRACTOR CONTRACTOR 117 KITCHEN EQ-117B COFFEE MACHINE 1 BUNN #23001.0051 - 24.1"W X 9" D X 21.4" H Y REQUIRES DIRECT PLUMBING CONTRACTOR CONTRACTOR 117 KITCHEN EQ-117C REFRIGERATOR/FREEZER 1 BOSCH 800 SERIES #B36CT81 ENS - 35 5/8"W X 28 3/4"D X 72"H Y CONTRACTOR CONTRACTOR 117 KITCHEN EQ-117D TRASH AND RECYCLING BIN 1 PETER PEPPER DUOS, 38"W X 11"D X 30"H - CONTRACTOR CONTRACTOR TOILET ACCESSORIES SCHEDULE - LIBRARY ROOM Mark DESCRIPTION MANUFACTURER MODEL COUNT COMMENTS 111 111 TA-1 GRAB BAR BOBRICK B-5806 1 111 TA-2 SURFACE MOUNTED SOAP DISPENSER BOBRICK B-2111 1 111 TA-3 RECESSED PAPER TOWEL DISPENSER WASTE BIN BOBRICK B-8303 1 111 TA-4 SURFACE MOUNTED COMBINATION TOILET SEAT COVER DISPENSE BOBRICK B-30919 1 111 TA-5 BABY CHANGING STATION KOALA KARE PRODUCTS KB310 1 112 112 TA-1 GRAB BAR BOBRICK B-5806 1 112 TA-2 SURFACE MOUNTED SOAP DISPENSER BOBRICK B-2111 1 112 TA-3 RECESSED PAPER TOWEL DISPENSER WASTE BIN BOBRICK B-8303 1 112 TA-4 SURFACE MOUNTED COMBINATION TOILET SEAT COVER DISPENSE BOBRICK B-30919 1 112 TA-5 BABY CHANGING STATION KOALA KARE PRODUCTS KB310 1 113 113 TA-1 GRAB BAR BOBRICK B-5806 1 113 TA-2 SURFACE MOUNTED SOAP DISPENSER BOBRICK B-2111 1 113 TA-3 RECESSED PAPER TOWEL DISPENSER WASTE BIN BOBRICK B-8303 1 113 TA-4 SURFACE MOUNTED COMBINATION TOILET SEAT COVER DISPENSE BOBRICK B-30919 1 113 1 TA-5 I BABY CHANGING STATION KOALA KARE PRODUCTS KB310 1 1 FURNITURE LEGEND ABBR I DESCRIPTION AC ACCESSORY AV AUDIO VISUAL CG CASEGOODS EQ EQUIPMENT SG SEATING TB TABLE WB WASTEBIN WS WORK STATION /,�-D ARCy/\ 018 23 REN. 09/30/27 sTgTF OF CAUFO��P coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 m DESCRIPTION: DATE: BID SET 12/15/25 1 PROJECT NUMBER: 230101 SHEET TITLE: FF&E SCHEDULE - LIBRARY SHEET NUMBER: A6m7 INTERIOR SEE WALL TYPES FOR EXTERIOR INTERIOR oe SEE WALL TYPES FOR EXTERIOR INTERIOR SEE WALL TYPES FOR INTERIOR ARcy USED '� T' WALL CONSTRUCTION WALL CONSTRUCTION WALL CONSTRUCTION BEY q vc, �- �� " PLYWOOD SHEATHING ////, -,-, PLYWOOD SHEATHING PLYWOOD SHEATHING _I _//�I"41 PLYWOOD SHEATHING WHERE OCCURS, SEE WALL CEMENT FIBER BACKER i CEMENT FIBER BACKER WHERE OCCURS, SEE WALL WHERE OCCURS, SEE WALL WHERE OCCURS, SEE WALL TYPES AND STRUCTURAL BOARD BOARD it 1r TYPES AND STRUCTURAL IT Il4///-�/ TYPES AND STRUCTURAL TYPES AND STRUCTURAL BATT INSULATION, SEE WALL WATERPROOFING EXTEND WATERPROOFING EXTEND 018 23 REN. 09/30/27 GYPSUM BOARD, SEE ROOM I /,-I-/ BATT INSULATION, SEE WALL GYPSUM BOARD, SEE ROOM TYPE BEHIND ENTIRE WALL BEHIND ENTIRE WALL s P FINISH SCHEDULE FOR TYPE -II- �'', TYPE WEATHER BARRIER PER FINISH SCHEDULE FOR TYPE I "I H�T��,H, --_-, WEATHER BARRIER PER HEIGHT , - HEIGHT q�F OF CAL\FO�� SPEC SPEC BATT INSULATION, SEE WALL CERAMIC TILE, SEE FINISH WAINSCOT WHERE OCCURS, � FIBER -CEMENT BOARD �� WAINSCOT WHERE OCCURS, TREATED WOOD FRAMING, TYPE SCHEDULE SEE ROOM FINISH SCHEDULE ��- SIDING, SEE FINISH -=,�I7 SEE ROOM FINISH SCHEDULE I -,I SEE STRUCTURAL CERAMIC TILE, SEE FINISH CONCRETE CURB, REFER TO WATERPROOFING SCHEDULE FOR TYPE WATERPROOFING FIBER CEMENT BOARD SCHEDULE 6/S1.2 FOR STRUCTURAL WALL BASE WHERE OCCURS, :'� �. TREATED WOOD FRAMING, L� WALL BASE WHERE OCCURS, I f SIDING, SEE FINISH SCHEDULE FOR TYPE WATERPROOFING I :_, :" I `.: DETAILS - SEE FINISH SCHEDULE a SEE STRUCTURAL SEE FINISH SCHEDULE I ° 1- ° a CERAMIC FLOOR TILE OVER WATERPROOFING CERAMIC FLOOR TILE OVER o c.uw. ° - -,1�.i< 1 - I d ° , - ° d ° `° I "°- -" -, -� 'I CONCRETE CURB, REFER TO I - ° d ° '° "- III CONCRETE CURB, REFER TO FULL MORTAR BED OR BOND e - 6 e , FULL MORTAR BED OR BOND FINISH FLOOR, SEE ROOM I° _ ° e, , ,�A ,_ 6/S1.2 FOR STRUCTURAL FINISH FLOOR, SEE ROOM I : a - ° _ 6/S1.2 FOR STRUCTURAL COAT SLOPE TO DRAIN 1/8":12" MAX, SEE FINISH , _ -, ° _II- 'II —COAT SLOPE TO DRAIN // E s i G N G R O U P FINISH SCHEDULE DETAILS FINISH SCHEDULE °' "° as DETAILS a. a ° `a 1/8":12" MAX, SEE FINISH I , a a d m : - ° - I ' • - a 4 I� SEALANT WITH BACKER ROD I ` - a d . o --a a" ,:I_ SCHEDULE SLOPED REINFORCED ° " - ao •� - - ° SCHEDULE 9640 GRANITE RIDGE DR, SUITE 130 SLOPE TO DRAIN - 1 I as < ; °,, � a. =< a a � I- CONCRETE SEE SITE PLAN I ' � - - " - 'a °` ° ,, d° , .d e a °_ - "i- z CEMENT MORTAR BED '' - -- " - ` SLOPE SAN DIEGO, CA 92123 619698.917www.coargroup.com (WHERE OCCURS) -I1..11�- ° _ a a ° ;; - - 1' FOR TYPE — SLOPE TO DRAIN I , OCCURS) . ° : e ° _ ,-, „ a �. °, -°'' _ - � SLOPE � TO DRAIN _ °-. - J° e d ' ° ° _"°- �" T 0 DRAIN a - ° �- -I I-,:7, (WHERE ' a• " " -' zI II _- SLOPE TO DRAIN - '" -_ - a -- - I , " ° �;d- ' _ - 1� < ,-,I'-, I,1 --I' (WHERE OCCURS) a I�, - ad - � ,- 4-"---":' _ -------- -- — — — — — - " - a ° — — — — — _ _ d° -. " a - - I I I " I- - - ',-I ,�I - d e - 1� I 1 e - I� -, -,, _ - _ _ d° - a _ _ , -- _- .,[�I _ _ _ d e _ --1 -- - - -g_" !1 — — — — _ „a 1' a, I - I ' ',I -- , ° 4, '"- - -1 ",, I"-,,- -1_ -I) d- °d � - '-- ° - ��': 1 I ' I- - ,- 1'-I '' '-� 1 I I I , , , ,I -- -- ,I �I 1'-I -,I� I 4, '-m �I-- �-_�- I , - - _---4_� 4 �I'-I- 1 !� II -- "I-4 --�, , 1 -- I I, I,�-7I1 '; � °° '\�'7\�III Iz� ,[ � I"1 I - - d- - a -0 _ - e" d ,--�, ° G d - d ° e, d - - I� .� - a ,md e - - - - ,-. - I ,d ' '- I - , '" ", m ° ,. ° _ - '4 = . � : - - SLOPED REINFORCED - eT - ".a _ - 9 _ °• - °- - - .� I_ -14I d e - _ - 4 _ ° - _ d ° - - ° _ I _ - - iI _ ° ° - - Q ° e '�'1c__ �� DEPRESSED CONCRETE CEMENT MORTAR BED ° _ ° - ° d a , e - " ° - - a.° e" a ° a a -, d: _ -d = SLAB, SEE STRUCTURAL DEPRESSED CONCRETE -d- -^ I,,�' _-I ' SLAB, SEE STRUCTURAL Al CURB AT CEMENT FIBER BOARD SIDING -HARDSCAPE A2 CURB AT CEMENT FIBER BOARD SIDING -LANDSCAPE A3 CONCEALED CURB -TILE A7.1 SCALE: 3" = 1'-0" A7.1 SCALE: 3" = 1'-0" A7. SCALE: 3" = 1'-0" INTERIOR SEE WALL TYPES FOR EXTERIOR SEE WALL TYPES FOR INTERIOR EXTERIOR INTERIOR SEE WALL TYPES FOR INTERIOR WALL CONSTRUCTION WALL CONSTRUCTION WALL CONSTRUCTION lI111 1_//-:/// PLYWOOD SHEATHING — PLYWOOD SHEATHING PLYWOOD SHEATHING WHERE OCCURS, SEE WALL WHERE OCCURS, SEE WALL PLYWOOD SHEATHING WHERE OCCURS, WHERE OCCURS, SEE WALL ��1�I TYPES AND STRUCTURAL TYPES AND STRUCTURAL SEE WALL TYPES AND STRUCTURAL TYPES AND STRUCTURAL )) BATT INSULATION, SEE WALL BATT INSULATION, SEE WALL 7-\I TYPE GYPSUM BOARD, SEE ROOM GYPSUM BOARD, SEE ROOM TYPE H WEATHER BARRIER PER FINISH SCHEDULE FOR TYPE FINISH SCHEDULE FOR TYPE PROJECT: < WEATHER BARRIER PER - SPEC N BATT INSULATION, SEE WALL SPEC TREATED WOOD FRAMING, TYPE --' — TREATED WOOD FRAMING, SEE STRUCTURAL WAINSCOT WHERE OCCURS, CITY OF NEWPORT BEACH SEE STRUCTURAL FIBER CEMENT BOARD RUBBER BASE SEE ROOM FINISH SCHEDULE <_ _��,-��"�_ FIBER -CEMENT BOARD :I� SIDING, SEE FINISH w , , I� "I-� SIDING, SEE FINISH SCHEDULE FOR TYPE w �I - WATERPROOFING NEWPORT BEACH FIRE , °-a ^ , a ' ° a_ I- ',,��,I SCHEDULE FOR TYPE �_ I'- a �"1// uw I ®, -" WALL BASE WHERE OCCURS, ] STATION NO. 1 &LIBRARY ',I-/-/ I ' - '_ d - I 'a '1" 4- -1 -" CONCRETE CURB, REFER TO , " ' d ° ° " ' CONCRETE CURB, REFER TO ; 'A- ,,, ° ° 4 I, SEE FINISH SCHEDULE � ° - 1 -I'1 I-�" I-I�_ 6/S1.2 FOR STRUCTURAL 6/S1.2 FOR STRUCTURAL - w SEALANT � z ° CONCRETE CURB, REFER TO 110 E BALBOA BLVD -c I ° 1d `° - e :° a .I " III -I o- DETAILS - - =�: `o ' 4' -°°" n a DETAILS FINISH FLOOR, SEE ROOM w I I ` .:° °a' _� "ati -_ A -• d° a, ,"I 6/S1.2 FOR STRUCTURAL DETAILS NEWPORT BEACH, CA 92661 -1 - '°°" a ° ad - " ' �1 �II a e - : , - ' - FINISH SCHEDULE � - - a" - - _ e - . - _-- FINISH FLOOR, SEE ROOM < � , °'a - " ' a �- �1-,,1� SEALANT WITH BACKER ROD % �°-°- - `, " a e SLOPE TO DRAIN , 1 ° " a° "-° ° - ' - d FINISH SCHEDULE CITY CONTRACT N0. C-8865-1 e _ I � _ - -°- �: �_" -,I- ° : - ®_ <':I1. °° _ (WHERE OCCURS) ' ° - -a d'' _ " -', SLOPE TO DRAIN _ -\� - - - - -' CONCRETE, SEE SITE PLAN L,I'� '-II, - '- a (WHERE OCCURS) 7_ - _ . • II: - 1- -I I�-1II - _ ° 4 , � � I -74" 1II-, FOR TYPE - - -I- d " ` ° - . ' d° a 14 - 114 �WPD -I-I _ d° -' - a` as - - - - - - � - , d G ,-' -' ' _ d° _• _ a` ° - - , - , , d e -I�2 -I-' _ -" d•a .° _ -a e -I�� _ •d°' _ e - '- - - "a '-\4, 1� ,--I l' ' • - a4 JI - I -I-I,II '-�,-� ,,I' 11', ��" _1--' --�6 "I1_1- -I 1, III I,,III II ,I'I - � .. <e I -I ��I �4 ,, �, I1 4II�� ,A4I` - d, - _ ��7- , � 1---'. '- �I - ad ,1 I7" ","� c ,4 e '" , o- - 1 e _ -� . I d 4 e °a ° 1,1:, I - -d ° ° d �_ ��- -I I- �-1'/// d _ -'II,' - - d- _ a - d°' , e .da_ - - , , - °, d - - , _ - - _-,_- �AI _ ", _ "°" 4 - - _ , - e° d a- - Y ,1 _ d - - d _ - ° d°' _ - I1 a ' - 'da" _ a, d _ - - _ _ ,I�1 I,I—_- _ a - - °a d - , - - - _, 1- _ d - - - - e, _ - - Ik "_� � _ - _ _ - ° d_ - - e - `r A' I _ ' e "- 'F I,"''II"� 1'-I :_ I�_ ,,'-'-,�, I- I1- I I I ° - I, �I,- ��_ I'L� - � ° -.a ' - -' �II ° ,-�'AI _ d -�_�J1--' �-' - _ _ - 4 -< _ ' - ,a _ .", � _ - -_ II I,�1Iz-I-I' d. � ,1, -� '1II I' _�I-II-4 ,"- I - 4 I I- �I�I,� _ - ,.a - -" -' d. _ 4 1 4 - a- - I - - <II ° _°d - e" - -71-- a - .. • --' - , I- -' B1 CURB AT CEMENT FIBER BOARD SIDING - HARDSCAPE B2 CURB AT CEMENT FIBER BOARD SIDING - LANDSCAPE CURB - RUBBER BASE/GYP C NP �IFORN A7.1 SCALE: 3" = 1'-0" A -1 SCALE: 3" = 1'-0"SCALE: *CONCEALED 3"= 1'-0" SEE WALL TYPES SEE WALL TYPES FOR SEE WALL TYPES FOR EXTERIOR INTERIOR DESCRIPTION: DATE: INTERIOR INTERIOR INTERIOR EXTERIOR INTERIOR FOR WALL CONSTRUCTION EXTERIOR WALL CONSTRUCTION WALL CONSTRUCTION CLEANOUT INSIDE APP BAY, PLYWOOD SHEATHING FIBER CEMENT BOARD SEE PLUMBING BID SET 12/15/25 __ PLYWOOD SHEATHING SIDING, SEE FINISH-_____ PLYWOOD SHEATHING 7 PLYWOOD SHEATHING , "-' 'I�II�-1 PLYWOOD SHEATHING WHERE OCCURS, SEE WALL WHERE OCCURS, SEE WALL SCHEDULE FOR TYPE — SEALANT WHERE OCCURS, SEE WALL �"z WHERE OCCURS, SEE WALL PLYWOOD SHEATHING WHERE OCCURS, WHERE OCCURS, SEE WALL TYPES AND STRUCTURAL TYPES AND STRUCTURAL .� TYPES AND STRUCTURAL TYPES AND STRUCTURAL SEE WALL TYPES AND STRUCTURAL TYPES AND STRUCTURAL BATT INSULATION, SEE WALL PLYWOOD SHEATHING GYPSUM BOARD, SEE ROOM GYPSUM BOARD, SEE ROOM GYPSUM BOARD, SEE ROOM BATT INSULATION, SEE WALL TYPE 2x WOOD STUD, SEE FINISH SCHEDULE FOR TYPE FINISH SCHEDULE FOR TYPE FINISH SCHEDULE FOR TYPE TYPE WEATHER BARRIER PER STRUCTURAL 24 GA. GALV. X1" STRAP TO BATT INSULATION, SEE WALL - WEATHER BARRIER PER GYPSUM BOARD, SEE ROOM STUD W/ (2) 10D WAINSCOT WHERE OCCURS, l TYPE SPEC FINISH SCHEDULE FOR TYPE SPEC RWL TO EXIT BOTTOM OF INTERIOR FINISH PER FINISH SEE ROOM FINISH SCHEDULE WAINSCOT WHERE OCCURS, TREATED WOOD FRAMING, FTG, SEE CIVIL DRAWINGS 7, SCHEDULE WATERPROOFING— _- - SEE ROOM FINISH SCHEDULE � RUBBER BASE SEE STRUCTURAL FOR UNDER GROUND RWL 4" DIAMETER SHEET METAL > 'J11 FIBER CEMENT BOARD FIBER CEMENT BOARD CONNECTIONS, SEE DOWNSPOUT, SEE PLUMBING WALL BASE WHERE OCCURS, 1_ - 11_7.I WATERPROOFING w ° SIDING, SEE FINISH WATERPROOFING 4,, SIDING, SEE FINISH PLUMBING FOR CLEANOUT -I" TREATED WOOD FRAMING, SEE FINISH SCHEDULE II- n ° -�_I WALL BASE WHERE OCCURS, � o 1IH- '� 1 a ' a - a -,I SCHEDULE FOR TYPE a , a SCHEDULE FOR TYPE LOCATIONS SEE STRUCTURAL " �--I; -� ,,��-' -I-I1"�I - A-, ° :�F= I ", ,, I1-I SEE FINISH SCHEDULE CONCRETE CURB, REFER TO z w a °, I , h • °- CONCRETE CURB, REFER TO WALL BASE WHERE OCCURS, ° a tr • °_ CONCRETE CURB, REFER TO CONCRETE PAVING, SEE FINISH FLOOR, SEE ROOM ," ° o ,4 6/S1.2 FOR STRUCTURAL SEALANT z — ° - ,; 6/S1.2 FOR STRUCTURAL SEE FINISH SCHEDULE ' ° - "• 6/S1.2 FOR STRUCTURAL CIVIL — — — — a ; CONCRETE CURB, REFER TO FINISH SCHEDULE , ,: I�I1/-_//_.�I °° I -" _ DETAILS FINISH FLOOR, SEE ROOM LL' `"'°'' ° n " ° "° °a DETAILS °"•a e ° "° °; -- DETAILS •d' 6/S1.2 FOR STRUCTURAL 1 �, e ° _ d - _ 1 , e i "-� -II -" FINISH FLOOR, SEE ROOM FINISH SCHEDULE a d ° ° °d - ° d ° e °d DETAILS -I- --II, '� II�-�_� , a �e . a° a' e ° - �I FINISH SCHEDULE -' e , - CERAMIC TILE, SEE FINISH SCHEDULE a -' ° a" 7'_-I-' 1'I I - I' - I� -- SLOPE TO DRAIN _4a-a - d _ a SEALANT WITH BACKER ROD : - d . a,, SEALANT WITH BACKER ROD SLOPE TO DRAIN 1--' - ° ' '� a I I e e SLOPE TO DRAIN WHERE R OCCU S ( ) - °- ° - " . m a e " e. , e I- DEPRESSED CONCRETE °- ° - m ° _ (WHERE OCCURS) a (WHERE OCCURS) ° ° CONCRETES EE SITE PLAN B SEE STRUC URAL SLA T CONCRETES EE SITE PLAN I- ]�I -. `" "a a -- d �" ! 'I� 4 ° FOR TYPE d _ ' ° CFO R TYPE ° - ea _ ° CONCRETE FO G, S OTIN EE ,-- 4<'I-III- 4,� I�,i- - --_ ° - - °�" , , I:' I- -I- - - n° - - a " '.a I - , 1_I-I, `_ a _ _ ' ° . , " - a ' 1 °ll -- -_ a - ° sa 1 �I1A--U ". _ , 4a ,' ° - - STRUCTURAL -,, . _ - - • d ' - "' - - I,- I < III '-/�,- I _ . - - - _ " d. ' - ' I- - 1- - • - � I-- "1 - d -" ° - J e - _ _ _ _ . ,1,, _ - - • - ,-" - d ". ° _ - - ° • d ° .� � I II-1 ,, - - - '- ,'_, _ _ _ I I ° II' I1I ,� , d_ ; - -a4 ,II�" .d ._ -_ u°_ ,/ II1 u d - = - - -' - ' d°' I I 1I - - _ - - - -•d °' .- a. - - a - - - - - :'tr" ,- ° _ - ,-e . �, _ ._ - - - - - ,I - ' - I� --da ." , d. - 1 - - - d I - - I' I "- -- • � :•tr, - -. ° - ,-e �' ' _, " '- - '� ' � -Id///// ,-I�, °_d - -- , - e ° , - d° d m_ - a _ ° - "d ' "- I- �I _ I -d° , _ - -a a - ,� 1_" , _ _ ° I a d.," - ° ,, d - d ", d° _ - - a, ':- a 'da"- _ _ - I ° 4- I - e_°q - "' "- m°- -- - � d .- a 8 d -- -- - d ",d°' - a, - ° - •d°_ - _ ° d - - - I7 -_ ", _ ° 'o_ _,-•- - pO"d .- _ "a 8 -z 44,- d °._ �-, _I- _ � ' _ " I " :I _ _ _ 1/I- ,I - ° 1 'd a - 1 1,' -' - °d - _d- ".e - �_8 _ - - ' - - , -9 d• e -I '- n - _ - _ 4 _ _ , _ -�I-,, _ I - -. - �-�"-- _ _9 d; a - _. - I_ v _ . 9 _ "d°_ _ _ ' I- d _ °" _ - - - �'4 II-� - - °d - e " ° - ,-,-_, _ a - _ _ .d _ - _ _ , .a _ _ 1- - - . q _ - _ d - - - ' d' - . � _ o-. "-a - _ - _ _ ' ' ,\-\\I . 4 _ - - -"a , d- - e °. ) " e'd : - — ''I 1--I 4-L1H��-_I-�' �' _ d•°- - � I- -I ,'_ -� _ - a• - - �_� a _ - - "d d n "•"° ., A _ '" ` ° .. e" - ,- - d d - n •"° a _ '" — C1 CONCEALED CURB - GYP/GYP C2 CURB AT CEMENT FIBER BOARD SIDING - HARDSCAPE C3 CURB AT CEMENT FIBER BOARD SIDING - HARDSCAPE C4 DOWNSPOUT IN WALL A7.1 SCALE: 3" = 1'-0" A7.1 SCALE: 3" = 1'-0" A7, SCALE: 3" = 1'-0" A7. SCALE: 1 1 /2" = 1'-0" SEE WALL TYPES FOR INTERIOR SEE WALL TYPES FOR INTERIOR INTERIOR SEE WALL TYPES FOR INTERIOR INTERIOR WALL CONSTRUCTION INTERIOR INTERIOR SEE WALL TYPES FOR / EXTERIOR WALL CONSTRUCTION WALL CONSTRUCTION WALL CONSTRUCTION PLYWOOD SHEATHING � CEMENT FIBER BACKER PLYWOOD SHEATHING -� CEMENT FIBER BACKER PLYWOOD SHEATHING CEMENT FIBER BACKER BOARD PLYWOOD SHEATHING % PLYWOOD SHEATHING WHERE OCCURS, SEE WALL BOARD WHERE OCCURS, SEE WALL BOARD WHERE OCCURS, SEE WALL TYPES AND STRUCTURAL 7�-I-I-- WHERE OCCURS, SEE WALL WHERE OCCURS, SEE WALL TYPES AND STRUCTURAL WATERPROOFING EXTEND TYPES AND STRUCTURAL WATERPROOFING EXTEND BATT INSULATION, SEE WALL WATERPROOFING EXTEND TYPES AND STRUCTURAL TYPES AND STRUCTURAL BATT INSULATION SEE WALL BEHIND ENTIRE WALL GATT INSULATION SEE WALL BEHIND ENTIRE WALL TYPE BEHIND ENTIRE WALL GYPSUM BOARD, SEE ROOM \ BATT INSULATION, SEE WALL — TYPE HEIGHT TYPE HEIGHT GYPSUM BOARD, SEE ROOM HEIGHT _j,-\-L FINISH SCHEDULE FOR TYPE __ TYPE PROJECT NUMBER: GYPSUM BOARD, SEE ROOM GYPSUM BOARD, SEE ROOM -:;, CERAMIC TILE, SEE FINISH FINISH SCHEDULE FOR TYPE CERAMIC TILE, SEE FINISH WEATHER BARRIER PER FINISH SCHEDULE FOR TYPE CERAMIC TILE SEE FINISH FINISH SCHEDULE FOR TYPE SCHEDULE SCHEDULE WAINSCOT WHERE OCCURS ' SPEC 230101 CUSTOM WOOD PANELING, SEE ,I -I SCHEDULE CONCRETE CURB, REFER TO SEE ROOM FINISH SCHEDULE FIBER -CEMENT BOARD INTERIOR ELEVATIONS FOR MORE /_ CONCRETE CURB, REFER TO CONCRETE CURB, REFER TO CONCRETE 6/S1.2 FOR STRUCTURAL SIDING, SEE FINISH S HEET TITLE: INFORMATION 6/S1.2 FOR STRUCTURAL FOR STRUCTURAL WATERPROOFING EXTEND DETAILS SCHEDULE FOR TYPE WATERPROOFING -' I DETAILS BEHIND ENTIRE WALL — "" DETAILS WATERPROOFING WATERPROOFING a, - .- n ° WATERPROOFING WATERPROOFING EXTEND BEHIND ENTIRE WALL TREATED WOOD FRAMING, 4,_ WATERPROOFING HEIGHT ®' ` " n CERAMIC FLOOR TILE OVER d • a CERAMIC FLOOR TILE OVER HEIGHT ° a, " SEE STRUCTURAL CURB DETAILS _ ° a _- 1- CERAMIC FLOOR TILE OVER -II�I- '_��_ d , a ° 4'I WALL BASE WHERE OCCURS, e a - ° ° FULL MORTAR BED OR BOND d ; a _ -° ,,-I'� 1' _ -� ° °" ,, FULL MORTAR BED OR BOND WALL BASE WHERE OCCURS, - _ _ ' ° ° 4 FULL MORTAR BED OR BOND SEE FINISH SCHEDULE � ,4 " COAT - SLOPE TO DRAIN -1��II,II�.-I4-//-I 1 °e. ° �I CONCRETE CURB, REFER TO FINISH FLOOR, SEE ROOM a ' , COAT SLOPE TO DRAIN SEE FINISH SCHEDULE ° a '4 COAT - SLOPE TO DRAIN I1-"- a ' -a ae, - ": 1/8 .12 MAX, SEE FINISH 6/S1.2 FOR STRUCTURAL \-�'�,� FINISH SCHEDULE - -0 .a 1_ , _ - co ` 4 - 1/8":12" MAX, SEE FINISH FINISH FLOOR, SEE ROOM - ° , °_' l - co , a ° 1/8":12" MAX, SEE FINISH a-� - SCHEDULE -I a WALL BASE WHERE OCCURS, d ` Zo ° ' ° 'a g ° DETAILS ,! -'�,- ,7-" ,'I_I - II - . ° ° a ' SCHEDULE FINISH SCHEDULE - . ° e a a SCHEDULE CERAMIC TILE, SEE FINISH SCHEDULE— a ° ° : ' ' ° SEE FINISH SCHEDULE ° d' d SEALANT WITH BACKER ROD I=c,,�, 1,-_ �1' ° e -,.d,a 1 --° a ' SLOPE TO DRAIN ° - ,.d ° ' a SLOPE TO DRAIN DEPRESSED CONCRETE L, d ° ,� 4 a ° b ° SLOPE I1 CERAMIC TIL EE FINISH SCHEDULE E S d,° a s d ° d S EE SITE PLAN — SLOPE TO DRAIN OCCURS) - °' a °°' , c (WHERE OCCURS ) — SLOPE TO DRAIN OCCURS) - , ae ,- A°" a (WHERE OCCURS ) SLA EE S CTURAL B, S TRU ° ° _ " (WHERE OCC RIS ) DEPRESSED CONCRETE ° FOR TRPEE, (WHERE I '= (WHERE a'° °,° : ne ,'. SLA B SEE STRUCTURAL <,I_-E7, , SLOPE TO DRAIN I, ', �I< I I w 7 P d — — �, I8 1,-_ I 1 �,I '�, -� �-1- '�-- , _ - na � ' 11, 1 I, II - - \"- ' , (WHERE OCCURS) ,- -I,_ -)',I -� ' -. d ° e e e- ' - 1,16I-' -- I,=c�� --I - ° I I , I � e °� \ — . — d ° e I — — — �/- — \--------_ 4 - , I -I ,- d e 1 d' ;, '° '° - • ° " _ d e SHEET NUMBER. ,'-- ,, -I � '�I-�I:-�--I a ° , . a.. na ._ ° ° as . ' _ .. ° _ ° _ ." - : e da m = _" d 1'. " e:: . d ." °- '" I�1I,�, I-I1I a - 'd a , ' ,, a _ - - 'd e °° e, a , d ° °•- - °. I I - ; - - .. ° .d _ - - - _ -, a " ° - " .a , SLOPED REINFORCED ''"- . - , a "d ° a " _ °-n _ _ - _ - -da - -a° _ y e ° ° - d ° d °- . ° °' • :" ° - a . - ", a a_ •- _ ,° ° - ° a .e d a . '° y - - _ _ - _ - ,- - e .d d - - - -, - n ea ' - . - ° StCPED.REINFORCED a _ - •" ;a 1l4 -- d a 'd I - ° _ da - ` _ - - ' : e, d - _ .. I _ _ _ •d m _ _ _ d:, _ - - a ". - a ° , - a SLOPED REINFORCED °- :- I - _ " a , : • a" . ° m4 -, . ' °d d.° - - ° ° ° CEMENT MORTAR BED °d_ ° �.//fl 'a " " - " •_ -" d _ ° _ - b a - = : - -�, 9-ad -� - _b' ' .d - - _ a, _ - ; .- tr, - •. _ -, .°-°4 _. - - - 4"•- _� _ _ , -a . "8 " & da ° CEMENT MORTAR BED 1d , a, . ,_ - e °' CEMENT MORTAR BED ', e d �; " n 2 ° a a- _ . A7ml DEPRESSED CONCRETE --dd° ° n ��- _' .°_ . a I d._ _ ..- ., e _ I DEPRESSED CONCRETE DEPRESSED CONCRETE ° . e d d : n ° ° ~ P D1 CONCEALED CURB - WOOD/TILE SLAB, SEE STRUCTURAL D2 CONCEALED CURB - GYP/TILE SLAB, SEE STRUCTURAL D3 CONCEALED CURB - TILE/TILE SLAB, SEE STRUCTURAL D4 CURB AT CEMENT FIBER BOARD SIDING - HARDSCAPE , \ A7,1 SCALE: 3" = 1'-0" A7.1 SCALE: 3" = V-0" A7.1 SCALE: 3" = V-0° A7.1 SCALE: 3" = 1'-0" WEATHER BARRIER PER SPEC _D ARC1,11 PLYWOOD SHEATHING INTERIOR EXTERIOR GREY TF� FIBER -CEMENT BOARD GYPSUM BOARD, SEE ROOM �GF A SIDING, SEE FINISH FINISH SCHEDULE FOR TYPE WOOD TRIM SCHEDULE FOR TYPE 2X6 WOOD STUD, SEE WEATHER BARRIER PER SPEC �r CENTER TRACK SUPPORT STRUCTURAL 018 23 5/8" X 3" HHCS REN. 09/30/27 5/8" FW WOOD HEADER, SEE El PLYWOOD SHEATHING 5/8" HHNJ STRUCTURAL qTF TRACK HOOD a a O OF CAUFO� FIBER -CEMENT BOARD SIDING, SEE OPERATOR ASSEMBLY - o FINISH SCHEDULE FOR TYPE CD Go rn �_ 0 WOOD HEADER, SEE STRUCTURAL coar 0 X - + a wo = EXTERIOR WOOD TRIM - 5 1/2" DESIGN GROUP HV1 TRACK Is o OPENING HEIGHT I 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 HV1 TROLLEY 619.698.9177 I www.coargroup.com 14'-0" w 0 CONTROL ARM ® w CONNECTING ROD J 0 c — LINE OF WALL BEYOND 0 0 Z Q v Al FOUR -FOLD DOORS - HEAD A2 COILING DOOR- HEAD AT CEMENT FIBERBOARD SIDING DETAIL (APP BAY A7.2 j SCALE: 1"= 1'-0" A7.2 SCALE: 1 1/2"= 1'-0" EXTERIOR WEATHER BARRIER PER SPEC EXTERIOR WOOD TRIM - 5 1/2" FIBER -CEMENT BOARD SIDING, SEE FINISH SCHEDULE FOR TYPE 2X6 WOOD STUD, SEE STRUCTURAL JAMB HINGE W/ CONTINUOUS PINTAL FOLD HINGE WI CONTINUOUS PINTAL 1/2" X 3 1/4" HHCS 1/2" X 3 1/4" HHCS PLYWOOD SHEATHING 1/2" FLAT WASHER 1/2" FLAT WASHER PROJECT: 1/2" BONDED WASHER 1/2" BONDED WASHER 1/2" HHNJ 1/2" HHNJ 31/2" CITY OF NEWPORT BEACH 1 3/4" NEWPORT BEACH FIRE ° INTERIOR STATION NO. 1 & LIBRARY 1/2" X 5 1/2" ANCHOR _ BOLT WEDGE ° o 0 RASTM 7S7AFEEDIG 110 E BALBOA BLVD 4X6 TUBE FRAME 8" 41" 41" NEWPORT BEACH, CA 92661 A500GR. B HINGE JAMB PANEL FOLD PANELE I 00, 4" X 6" X 1/4" HSS TUBE 4 CENTER OFFSET101 WIDTH WIDTH WEATHERING CITY CONTRACT NO. C-8865-1 1/8" GAP 1/8" GAP BULB COILING DOORJAMB �FiWp() BATT INSULATION, SEE WALL TYPE GYPSUM BOARD, SEE ROOM FINISH 0 �� SCHEDULE FOR TYPE INTERIOR H V B1 FOUR -FOLD DOORS -JAMB B2 COILING DOOR - JAMB AT CEMENT FIBER BOARD SIDING DETAIL C �P ��FORN A7.2 SCALE: 1" = 1'-0" A7.2 SCALE: 3" = 1'-0" GLAZING ALUMINUM -FRAMED ENTRANCE DOOR SYSTEM DESCRIPTION: DATE: STOREFRONT SYSTEM, SEE FINISH FLOOR, SEE ROOM STOREFRONT SCHEDULE SEALANT PER EXTERIOR INTERIOR FINISH SCHEDULE PLYWOOD SHEATHING SEALANT PER MANUFACTURER'S FINISH FLOOR, SEE ROOM FINISH SCHEDULE MANUFACTURER'S RECOMMENDATIONS BID SET 12/15/25 EXTERIOR INTERIOR RECOMMENDATIONS DEX-O-TEX FLUID APPLIED WOOD FLOOR FRAMING, SEE DEX-O-TEX FLUID APPLIED PLYWOOD SHEATHING WATERPROOFING (ELM-1) STRUCTURAL WATERPROOFING (ELM-1) WOOD FLOOR FRAMING, SEE STRUCTURAL WATERPROOFING LINE OF WALL BEYOND LINE OF WALL BEYOND PLYWOOD SHEATHING GLAZING I —PLYWOOD SHEATHING DOOR FRAME SOFFIT WOOD FRAMING, SEE 2 LAYERS TYPE X GYPSUM STRUCTURAL SOFFIT WOOD FRAMING, SEE BOARD ATTA ATTACHED TO I 2 LAYERS TYPE X GYPSUM STRUCTURAL AT 1:2 SLOPE DOOR FRAME UNDERSIDE FLOOR JOIST BOARD ATTACHED TO AT 1:2 SLOPE WITH RESILIENT CHANNEL. UNDERSIDE OF FLOOR JOIST DRIVEWAY, SEE CIVIL CONCRETE SLAB -ON -GRADE, CONCRETE SLAB -ON -GRADE, SEE A3/A7.13 FOR FLOOR WITH RESILIENT CHANNEL. SEE STRUCTURAL DRIVEWAY, SEE CIVIL SEE STRUCTURAL ASSEMBLY SEE A3/A7.13 FOR FLOOR PLYWOOD SHEATHING ASSEMBLY a GYPSUM BOARD, SEE ROOM WEATHER BARRIER PER PLYWOOD SHEATHING a a co (D -, a a ' FINISH SCHEDULE FOR TYPE SPEC GYPSUM BOARD, SEE ROOM WEATHER BARRIER PER 1l2" MAX. "' 0 a a FINISH SCHEDULE FOR TYPE SPEC EXPANSION JOINT o \ ENGINEERED WOOD SOFFIT LL_1/2 EXPANSION JOINT MAX. PLYWOOD SHEATHING ENGINEERED WOOD SOFFIT PLYWOOD SHEATHING FIBER -CEMENT BOARD FIBER -CEMENT BOARD SIDING, SEE FINISH SIDING, SEE FINISH Cl FOUR -FOLD DOOR - THRESHOLD C2 COILING/FOUR-FOLD DOOR - THRESHOLD C3 EXTERIOR STOREFRONT - SILL AT PATIO SCHEDULE FOR TYPE � � C4 EXTERIOR STOREFRONT DOOR - THR HOLD AT PATIO SCHEDULE FOR TYPE A7.2 SCALE: 1 1/2" = 1'-0" A7.2 SCALE: 1 1/2" = 1'-0" /47,2 SCALE: 1 1/2" = 1'-0" I A7.2 SCALE: 1 1/2" = 1'-0" CORNER REINFORCEMENT AT ALL \ CORNERS TYPICAL AT DOORS AND \ WINDOWS GLAZING \ \ INTERIOR GLAZING -- METAL VISION LITE FRAME, PAINT TO MATCH DOOR FRAME — DOOR FRAME PROJECT NUMBER: \ \ 230101 \ DOOR AS SCHEDULED DOOR AS SCHEDULED SHEET TITLE: \ NOTE: FIRE GLAZING REQUIRED AT RATED DOORS DOOR DETAILS COUNTERSUNK SCREW 1" —LONG STAINLESS STEEL, \ \ 1 1 GLAZING WATERPROOF SEALER AT OPENING AND \ \ EXTERIOR GLAZING METAL VISION LITE FRAME, o 4" BEYOND OPENING - - — —PAINT TO MATCH DOOR FRAME KICK PLATE SHEET NUMBER: \ 4" DOOR AS SCHEDULED NOTE: REFERENCE DOOR AND WINDOW SCHEDULE 1 A7m2 D1 WATERPROOFING D3 DOOR - GLAZING D4 DOOR - KICK PLATE A7.2 SCALE: 3" = 1'-0" A7, SCALE: 3" = 1' 0" A7. SCALE: 1 1 /2" = 1' 0" VARIES VARIES VARIES SEE WALL TYPES SEE WALL TYPES VARIES SEE WALL TYPES SEE WALL TYPES SEO ARC G � INTERIOR EXTERIOR PLYWOOD SHEATHING, SEE PLYWOOD SHEATHING WHERE BATT INSULATION, SEE WALL STRUCTURAL BATT INSULATION, SEE WALL TYPE OCCURS, SEE WALL TYPES AND PLYWOOD SHEATHING, SEE GYPSUM BOARD, SEE ROOM BATT INSULATION, SEE WALL 01a 23 TYPE WEATHER BARRIER PER STRUCTURAL BATT INSULATION, SEE WALL STRUCTURAL FINISH SCHEDULE FOR TYPE TYPE REN. 09/30/27 SPEC TYPE S T T GYPSUM BOARD SEE ROOM___ FIBER CEMENT BOARD r WEATHER BARRIER PER � GYPSUM BOARD , SEE ROOM F 0 OF CALIF FINISH SCHEDULE FOR TYPE SIDING, SEE FINISH GYPSUM BOARD, SEE ROOM SPEC FINISH SCHEDULE FOR TYPE SCHEDULE FOR TYPE FINISH SCHEDULE FOR TYPE FIBER -CEMENT BOARD PLYWOOD SHEATHING, SEE STAINLESS STEEL METAL - WOOD HEADER, SEE SIDING, SEE FINISH SCHEDULE FOR TYPE STRUCTURAL FLASHING - - STRUCTURAL WOOD HEADER SEE 00 , WOOD FRAMING SEE I WOOD FRAMING SEESTRUCTURAL 00 , S I METAL FLASHING TR T RAL S UC U STRUCTURAL 1" X 31/2" CEMENT FIBER WOOD FRAMING, SEE cDar BOARD TRIM, PER SPEC. STRUCTURAL STRUCTURAL X 31/2" CEMENT FIBER RO 1/2" BOARD TRIM, PER SPEC. SEALANT RO SEALANT WITH BACKER ROD TYP. DESIGN GROUP - SEALANT RO RO SEALANT R, SUITE 130 9640 G SANI DE RIDGO,GE23 DOOR AND FRAME, SEE 619.698.9177 I www.coargroup.com DOOR SCHEDULE IF DOOR AND FRAME, SEE DOOR SCHEDULE INTERIOR INTERIOR DOOR AND FRAME, SEE DOOR SCHEDULE DOOR FRAME BEYOND INTERIOR ❑ EXTERIOR r-- r, Q Al STOREFRONT DOOR - HEAD AT CEMENT FI ER BOARD SIDING A2 INTERIOR STOREFRONT DOOR - HEAD AT GYP. �A3 EXTERIOR DOOR - HEAD AT CEMENT FIBER BOARD SIDING A4 INTERIOR DOOR - HEAD AT GYP. A7.3 SCALE: 3" = 1'-0" A7,3 SCALE: 3" = 1'-O" A7.3 SCALE: 3" = 1'-0" A7. SCALE: 3" - 1'-O" FIBER -CEMENT BOARD DOOR AND FRAME, SEE SIDING, SEE FINISH GYPSUM BOARD, SEE ROOM RO INTERIOR EXTERIOR DOOR SCHEDULE SEALANT DOOR AND FRAME, SEE SCHEDULE FOR TYPE RO EXTERIOR FINISH SCHEDULE FOR TYPE SEALANT RO DOOR SCHEDULE SEALANT WOOD FRAMING, SEE STRUCTURAL STAINLESS STEEL METAL FLASHING WOOD FRAMING, SEE STRUCTURAL FIBER -CEMENT BOARD WAINSCOT WHERE OCCURS, WEATHER BARRIER PER DOOR AS SCHEDULED SIDING, SEE FINISH SEE ROOM FINISH SCHEDULE SPEC SEALANT PLYWOOD SHEATHING SCHEDULE FOR TYPE PLYWOOD SHEATHING DOOR AS SCHEDULED WHERE OCCURS, SEE WALL TYPES AND STRUCTURAL PLYWOOD SHEATHING GYPSUM BOARD, SEE ROOM RO PROJECT: WHERE OCCURS, SEE WALL WEATHER BARRIER PER FINISH SCHEDULE FOR TYPE TYPES AND STRUCTUR L SPEC CITY OF NEWPORT BEACH I NEWPORT BEACH FIRE n vv STATION & N N . LIBRARY 0 1 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 BATT INSULATION, SEE WALL TYPE BATT INSULATION, SEE WALL TYPE BATT INSULATION, SEE WALL TYPE BATT INSULATION, SEE WALL TYPE po OTC T� GYPSUM BOARD, SEE ROOM GYPSUM BOARD, SEE ROOM WOOD FRAMING, SEE i- y FINISH SCHEDULE FOR TYPE FINISH SCHEDULE FOR TYPE STRUCTURAL GYPSUM BOARD, SEE ROOM WOOD FRAMING, SEE INTERIOR FINISH SCHEDULE FOR TYPE STRUCTURAL INTERIOR INTERIOR Q7011-11 B1 STOREFRONT DOOR - JAMB AT CEMENT FIBER BOARD SIDING B2 INTERIOR STOREFRONT DOOR - JAMB AT GYP. B3 EXTERIOR DOOR - JAMB AT CEMENT FIBER BOARD SIDING B4 INTERIOR DOOR - JAMB AT GYP. LE: 3" = 1'-O" A73 SCALE: 3" = 1'-O"A73SCALE: 3" = 1'-O" A73 SCALE: 3" = 1'-0"FORN DESCRIPTION: DATE: RO INTERIOR INTERIOR RO BID SET 12/15/25 EXTERIOR DOOR AND FRAME, SEE GYPSUM BOARD, SEE ROOM DOOR AS SCHEDULED STOREFRONT SYSTEM, SEE DOOR SCHEDULE \ FINISH SCHEDULE FOR TYPE INTERIOR EXTERIOR STOREFRONT SCHEDULE GYPSUM BOARD, SEE ROOM DOOR FRAME BEYOND PLYWOOD SHEATHING GLAZING FINISH SCHEDULE FOR TYPE c, GYPSUM BOARD, SEE ROOM SEALANT FINISH SCHEDULE FOR TYPE GLAZING PLYWOOD SHEATHING n STOREFRONT SYSTEM, SEE WOOD FRAMING, SEE C' ,� STOREFRONT SCHEDULE STRUCTURAL I I' DOOR AS SCHEDULED BATT INSULATION, SEE WALL HSS STRUCTURAL STEEL TYPE COLUMN, SEE STRUCTURAL DOOR AND FRAME, SEE DOOR SCHEDULE 4X FRAMING, SEE STRUCTURAL INTERIOR BATT INSULATION, SEE WALL TYPE INTERIOR INTERIOR C1 STOREFRONT DOOR- HEAD C2 STOREFRONT DOOR - JAMB C3 INTERIOR STOREFRONT DOOR - JAMB AT PERPENDICULAR GYP. C4 INTERIOR STOREFRONT DOOR - JAMB AT CORNER GYP. A7.3 SCALE: 3" = 1'-O" A7.3 SCALE: 3" = 1'-O" SCALE: 3" = 1'-O" SCALE: 3" = 1'-0" INTERIOR EXTERIOR GLAZING INTERIOR EXTERIOR INTERIOR EXTERIOR DOOR AS SCHEDULED GLAZING DOOR AS SCHEDULED PROJECT NUMBER: DOOR AS SCHEDULED DOOR FRAME BEYOND DOOR FRAME BEYOND DOOR AS SCHEDULED 230101 ALUMINUM THRESHOLD SET IN MASTIC OVER SELF 'J' REGLET ALUMINUM THRESHOLD SET SHEET TITLE: ADHESIVE MEMBRANE IN MASTIC OVER SELF ALUMINUM THRESHOLD SET ADHESIVE MEMBRANE DOOR DETAILS CONCRETE SLAB -ON -GRADE, IN MASTIC OVER SELF SEE CIVIL ADHESIVE MEMBRANE CONCRETE SLAB -ON -GRADE, CONCRETE SLAB -ON -GRADE, CONCRETE SLAB, SEE SEE STRUCTURAL SEE CIVIL FINISH FLOOR, SEE ROOM STRUCTURAL , LL;. i FINISH SCHEDULE N 0 ___ °a a Le Ile CV SHEET NUMBER: SEALANT 112" SEALANT WITH BACKER ROD A7m3 D1 EXTERIOR STOREFRONT DOOR -THRESHOLD D2 INTERIOR STOREFRONT DOOR -THRESHOLD D3 EXTERIOR DOOR - THRESHOLD D4 INTERIOR DOOR - THRESHOLD A7.3 SCALE: 3" = 1'-0" A7.3 SCALE: 3" = 1'-0" 7, SCALE: 3" = 1'-0" 7. SCALE: 3" = 1'-0" VARIES �_O ARC,y1T INTERIOR EXTERIOR SEE WALL TYPES INTERIOR INTERIOR BATT INSULATION, SEE WALL TYPE ,k �t GYPSUM BOARD, SEE ROOM FINISH 018 23 REN. 09/30/27 GYPSUM BOARD, SEE ROOM FINISH SCHEDULE FOR TYPE SCHEDULE FOR TYPE PLYWOOD SHEATHING PLYWOOD SHEATHING WHERE PLYWOOD SHEATHING WHERE F OF CAUFO BATT INSULATION, SEE WALL WEATHER BARRIER PER OCCURS, SEE WALL TYPES AND OCCURS, SEE WALL TYPES AND TYPE SPEC STRUCTURAL STRUCTURAL FIBER -CEMENT BOARD GYPSUM BOARD, SEE ROOM FINISH SCHEDULE FOR TYPE SIDING, SEE FINISH SCHEDULE FOR TYPE WOOD HEADER, SEE STRUCTURAL - _ SEALANT WITH BACKER RODcDar - _ WOOD SHIM AS REQUIRED WOOD HEADER, SEE STAINLESS STEEL SHEET STRUCTURAL METAL FLASHING ROB DESIGN GROUP _ SELF ADHERED FLASHING 1117 Ji �i� J 9640 GRANITE RIDGE DR, SUITE 130 III 1" X 3 1/2" CEMENT FIBER 619.698.9177DI 1 wwwcoargroup.com = BOARD TRIM, PER SPEC. RO SEALANT WITH BACKER ROD STAINLESS STEEL SHEET WALL BEYOND — STOREFRONT SYSTEM, SEE METAL FLASHING STOREFRONT SCHEDULE STOREFRONT SYSTEM, SEE STOREFRONT SCHEDULE GLAZING %Al l EXTERIOR STOREFRONT - HEAD AT CEMENT FIBER BOARD SIDING A2 INTERIOR STOREFRONT -HEAD AT GYP. A7,4 / SCALE: 3" = 1'-0" A7.4 SCALE: 3" = 1'-0" 1" X 31/2" CEMENT FIBER EXTERIOR BOARD TRIM, PER SPEC. FIBER -CEMENT BOARD WOOD POST, SEE STRUCTURAL RO INTERIOR SIDING, SEE FINISH SEALANT PER SCHEDULE FOR TYPE MANUFACTURER'S RO GYPSUM BOARD, SEE ROOM RECOMMENDATIONS FINISH SCHEDULE FOR TYPE STOREFRONT SYSTEM, SEE WEATHER BARRIER PER SPEC STOREFRONT SYSTEM, SEE STOREFRONT SCHEDULE PLYWOOD SHEATHING STOREFRONT SCHEDULE PLYWOOD SHEATHING WHERE OCCURS, SEE WALL —\\ TYPES AND STRUCTURAL PROJECT: — — — — — — — — — I CITY OF NEWPORT BEACH I NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY I 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 BATT INSULATION, SEE WALL TYPE BATT INSULATION, SEE WALL TYPE WALL BEYOND �C) GYPSUM BOARD, SEE ROOM SEALANT FINISH SCHEDULE FOR TYPE WOOD FRAMING, SEE PLYWOOD SHEATHING GYPSUM BOARD, SEE ROOM O �� STRUCTURAL WHERE OCCURS, SEE WALL FINISH SCHEDULE FOR TYPE >_ INTERIOR TYPES AND STRUCTURAL INTERIOR V B1 EXTERIOR STOREFRONT - JAMB AT CEMENT FIBER BOARD SIDING B2 INTERIOR STOREFRONT - JAMB AT GYP. c gyp► A7.4 SCALE: 3" = 1'-0" A7.4 SCALE: 3" = 1'-0" ��FORN DESCRIPTION: DATE: INTERIOR EXTERIOR GYPSUM BOARD, SEE ROOM INTERIOR FINISH SCHEDULE FOR TYPE BID SET 12/15/25 GLAZING PLYWOOD SHEATHING STOREFRONT SYSTEM, SEE WHERE OCCURS, SEE WALL STOREFRONT SYSTEM, SEE SEALANT WITH BACKER ROD cm STOREFRONT SCHEDULE TYPES AND STRUCTURAL STOREFRONT SCHEDULE INTERIOR INTERIOR RO WOOD HEADER, SEE STRUCTURAL STAINLESS STEEL SHEET GYPSUM BOARD, SEE ROOM METAL FLASHING —I FINISH SCHEDULE FOR TYPE BATT INSULATION, SEE WALL 1" X 31/2" CEMENT FIBER TYPE BOARD TRIM, PER SPEC. z FIBER -CEMENT BOARD SIDING, SEE FINISH SCHEDULE FOR TYPE GLAZING I WEATHER BARRIER PER SPEC WOOD SHIM AS REQUIRED STOREFRONT SYSTEM, SEE PLYWOOD SHEATHING STOREFRONT SCHEDULE SEALANT FINISH FLOOR, SEE ROOM PLYWOOD SHEATHING STOREFRONT FRAME FINISH SCHEDULE WHERE OCCURS, SEE WALL BEYOND TYPES AND STRUCTURAL HSS-RECTANGULAR STRUCTURAL STEEL, SEESTRUCTURAL GYPSUM BOARD, SEE ROOM FINISH SCHEDULE FOR TYPE INTERIOR Cl EXTERIOR STOREFRONT - SILL AT CEMENT FIBER BOARD SIDING C2 INTERIOR STOREFRONT - SILL AT INTERIOR C3 INTERIOR STOREFRONT - JAMB AT GYP. &HSS A7.4 SCALE: 3" = 1'-0" A7.4 SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" INTERIOR EXTERIOR EXTERIOR INTERIOR INTERIOR EXTERIOR ALUMINUM -FRAMED GLAZING STOREFRONT SYSTEM PROJECT NUMBER: STOREFRONT FRAME _ ALUMINUM -FRAMED STOREFRONT 230101 BEYOND SYSTEM WOOD POST, SEE STRUCTURAL SHEET TITLE: El STOREFRONT SYSTEM, SEE STOREFRONT SYSTEM, SEE STOREFRONT STOREFRONT SCHEDULE STOREFRONT SCHEDULE I DETAILS SEALANT WITH BACKER ROD WOOD SHIM AS REQUIRED , �, SEALANT -----_____THRESHOLD WITH PAN USED WITH DOOR SHOE INTERIOR SHEET NUMBER: 1/2"oo SEALANT WITH BACKER ROD EXPANSION JOINT FILLER EXTERIOR A7m4 D1 EXTERIOR STOREFRONT - SILL AT EXTERIOR D2 STOREFRONT - JAMB AT CORNER D3 STOREFRONT HORIZONTAL MULLION D4 STOREFRONT VERTICAL MULLION A7.4 SCALE: 3" = l'-0" A A SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" A7.4 SCALE: 3" = 1'-0" VARIES _O ARC � y/TF, SEE WALL TYPES REY q INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR FF �7 PLYWOOD SHEATHING = WEATHER BARRIER PER BATT INSULATION, SEE WALL /7' WEATHER BARRIER PER SPEC = TYPE SPEC o a z3 REN. 09/30/27 I FIBER -CEMENT BOARD I FIBER -CEMENT BOARD BATT INSULATION, SEE WALL SIDING, SEE FINISH TYPE SIDING, SEE FINISH SCHEDULE FOR TYPE =- PLYWOOD SHEATHING SCHEDULE FOR TYPE qTF OF CAUFO� BATT INSULATION, SEE WALL WEATHER BARRIER PER WOOD HEADER, SEE STAINLESS STEEL SHEET STAINLESS STEEL SHEET TYPE SPEC STRUCTURAL METAL FLASHING GYPSUM BOARD, SEE ROOM METAL FLASHING FIBER -CEMENT BOARD FINISH SCHEDULE FOR TYPE GYPSUM BOARD, SEE ROOM FINISH SCHEDULE FOR TYPE SIDING, SEE FINISH SCHEDULE FOR TYPE GYPSUM BOARD, SEE ROOM SCHEDULE FOR TYPE PLYWOOD SHEATHING 1" X 31/2" CEMENT FIBER 1" X 3 1/2" CEMENT FIBER cDar WOOD FRAMING, SEE BOARD TRIM, PER SPEC. WOOD HEADER, SEE STAINLESS STEEL SHEET 1/2 BOARD TRIM, PER SPEC. STRUCTURAL RO STRUCTURAL METAL FLASHING TYP. SEALANT PERMANUFACT DESIGN GROUP O RO OL s� opF SELF ADHERE D FLASHING SELF ADHERED FLASHING RECOMMENUDAT ONS lw MIN. GAP PER MFG. 96aocSANlDIEGO CA921231rE�3o 1" X CEMENT FIBER 619.698.9177 www.coargroup.com SEALANT I BOARDRD TRIM, PER SPEC. STAINLESS STEEL SHEET METAL FLASHING I LOUVER, SEE LOUVER RO h SCHEDULE m STAINLOW ESSAS STAINLESS STEEL SHEET SEALANT PER WINDOW FRAME AS SCHEDULEDWIN METAL FLASHING MANUFACTURER'S ° SCHEDULED FRAME BEYOND RECOMMENDATIONS ElWINDOW WINDOW, SEE WINDOW HL/SCHEDULE WINDOW, SEE WINDOW SCHEDULE \ A2� LOUVER HEAD AT GYP. %A3 CASEMENT WINDOW - HEAD AT CEMENT FIBER BOARD SIDING A4 FIXED WINDOW - HEAD AT CEMENT FIBERBOARD SIDING �A5 SCALE: 3" = l'-0" A7.5 SCALE: 3" = l'-0" SCALE: 3" = 1'-0" RO EXTERIOR 1" X 31/2" CEMENT FIBER EXTERIOR 1" X 3 1/2" CEMENT FIBER EXTERIOR BOARD TRIM, PER SPEC. RO BOARD TRIM, PER SPEC. SEALANT PER FIBER -CEMENT BOARD SEALANT PER SEALANT PER FIBER -CEMENT BOARD MANUFACTURER'S SIDING, SEE FINISH MANUFACTURER'S MANUFACTURER'S SIDING, SEE FINISH RECOMMENDATIONS SCHEDULE FOR TYPE RECOMMENDATIONS RECOMMENDATIONS SCHEDULE FOR TYPE RO WINDOW FRAME AS WEATHER BARRIER PER WINDOW FRAME AS LOUVER, SEE LOUVER WEATHER BARRIER PER SCHEDULED SPEC SCHEDULED PROJECT: SCHEDULE SPEC WINDOW FRAME BEYOND PLYWOOD SHEATHING WINDOW FRAME BEYOND PLYWOOD SHEATHING — — — — — — — — — — — — CITY OF NEWPORT BEACH ❑ NEWPORT BEACH FIRE f 7y STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 WOOD FRAMING, SEE BATT INSULATION, SEE WALL PQ GYPSUM BOARD, SEE ROOM STRUCTURAL BATT INSULATION, SEE WALL TYPE WOOD FRAMING, SEE ��• FINISH SCHEDULE FOR TYPE TYPE WOOD FRAMING, SEE STRUCTURAL <C 0 �� GYPSUM BOARD, SEE ROOM GYPSUM BOARD, SEE ROOM NOTE: CONNECTION FROM MECHANICAL DUCTWORK TO INTERIOR FINISH SCHEDULE FOR TYPE STRUCTURAL FINISH SCHEDULE FOR TYPE LOUVER PER MECHANICAL DRAWINGS INTERIOR ~ INTERIOR V B2 LOUVER JAMB AT GYP. B3 CASEMENT WINDOW - JAMB AT CEMENT FIBER BOARD SIDING B4 FIXED WINDOW - JAMB AT CEMENT FIBER BOARD SIDING C �P A7.5 SCALE: 3" = l'-0" A7.5 SCALE: 3" = 1'-0" A7.5 SCALE: 3"= 1'-0" L/PORN INTERIOR EXTERIOR DESCRIPTION: DATE: INTERIOR EXTERIOR INTERIOR EXTERIOR = WINDOW FRAME AS BID SET 12/15/25 WINDOW FRAME AS SCHEDULED SCHEDULED SOLID SURFACE SILL, SEE SOLID SURFACE SILL, SEE ❑ FINISH SCHEDULE WINDOW, SEE WINDOW S LOUVER, SEE LOUVER SCHEDULE FINISH SCHEDULE Q WINDOW, SEE WINDOW SCHEDULE SCHEDULE — — — — — — R0� � RO; —-------� z EXTERIOR WINDOW SILL I EXTERIOR WINDOW SILL I I 1/2" 1" X 3 1/2" CEMENT FIBER 1" X 3 1/2" CEMENT FIBER SEALANT I BOARD TRIM, PER SPEC. GYPSUM BOARD, SEE ROOM I BOARD TRIM, PER SPEC. RO GYPSUM BOARD, SEE ROOM FINISH SCHEDULE FOR TYPE I FIBER -CEMENT BOARD 1 FINISH SCHEDULE FOR TYPE I SEALANT I — SIDING, SEE FINISH WOOD FRAMING, SEE STAINLESS STEEL SHEET I BATT INSULATION, SEE WALL I SCHEDULE FOR TYPE STRUCTURAL I METAL FLASHING BATT INSULATION, SEE WALL I TYPE I I TYPE I I GYPSUM BOARD, SEE ROOM I 1" X 31/2" CEMENT FIBER I FIBER -CEMENT BOARD FINISH SCHEDULE FOR TYPE - I BOARD TRIM, PER SPEC. I SIDING, SEE FINISH SCHEDULE FOR TYPE WEATHER BARRIER PER FIBER CEMENT BOARD I I SPEC I SIDING, SEE FINISH I WEATHER BARRIER PER BATT INSULATION, SEE WALL I SCHEDULE FOR TYPE I SPEC _ PLYWOOD SHEATHING TYPE I WEATHER BARRIER PER PLYWOOD SHEATHING SPEC I I PLYWOOD SHEATHING NOTE: CONNECTION FROM MECHANICAL DUCTWORK C2 LOUVER JAMB/SILL AT GYP. TO LOUVER PER MECHANICAL DRAWINGS C3 CASEMENT WINDOW - SILL AT CEMENT FIBER BOARD SIDING C4 FIXED WINDOW - SILL AT CEMENT FIBER BOARD SIDING A7.5 SCALE: 3" = 1'-0" A7.5 SCALE: 3" = V-0" 7.5 SCALE: 3" = 1'-0" EXTERIOR INTERIOR FIBER -CEMENT BOARD PLYWOOD SHEATHING SIDING, SEE FINISH WHERE OCCURS, SEE WALL SCHEDULE FOR TYPE TYPES AND STRUCTURAL PROJECT NUMBER: SHEET METAL DRIP 230101 PLYWOOD SHEATHING SEE REFLECTED SEE LOUVER SEE REFLECTED GYPSUM BOARD, SEE ROOM FINISH SCHEDULE FOR TYPE SHEET TITLE: CEILING PLAN SCHEDULE CEILING PLAN _ WOOD FRAMING, SEE STRUCTURAL WINDOW& LOUVER DETAILS CORNICE FASCIA, SEE FINISH SCHEDULE oll HARDIE SOFFIT, SEE FINISH WOOD FRAMING, SEE SHEET NUMBER: SCHEDULE STRUCTURAL FIBER -CEMENT BOARD SEALANT SIDING, SEE FINISH LOUVER, SEE LOUVER SCHEDULE FOR TYPE SCHEDULE A7m5 D1 CEILING LOUVER AT WOOD SOFFIT A7.5 SCALE: 3" = 1'-0" _O ARC1,11T � TEMPERED GLASS MIRROR * �r FLEX FLASHING INSTALLED OVER BUILDING PAPER. SEE STEP 6 FOR REQUIREMENTS AT HEAD. MIRROR ANCHOR o1a 2s REN. 09/3o/27 DETAeO FRAMED III' it ;y ;; WALL IL APPLIES TO PENETRAT PENETRATIONS yi I'� 12" WRAP ��--HEADIDE FLEX & EXTEND TO �i �F ��li �� MIRROR FRAME FRAME WOOD BLOCKING AS REQUIRED REQUIRED qTF OF - HEADER 4' ADJACENT STUDS OVER SET SCREWS BY FLEX FLASH MATERIAL SHALL BE SELF SEALING, FULLY ADHERED MIN JAMB -WRAP WOOD BLOCKING AS MANUFACTURER COMPOSITE FLEX FLASH, UNLESS ROUGH ;; " REQUIRED OTHERWISE NOTED OPENING 12"I 4A TEMPERED GLASS cow 12" WIDE FLEX SILL FLASH: _ _ _ _ _ _ _ _ MIRROR GYPSUM BOARD, SEE ROOM iir FINISH SCHEDULE FOR TYPE x LENGTH REQUIRED TO EXTEND DESIGN GROUP 12" BEYOND OPENING AS SHOWN. " " " ATTACH AT TOP ONLY SEE BELOW III' ', ;; ;; � � ', '„ '„ ', � � � "' "' 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 4A No —WALL PER PLAN 619.698.9177 I www.coargroup.com WALL PER PLAN 1 STEP 1 SILL FLASHING 4 STEP 4 WRAP AT HEAD GYPSUM BOARD, SEE ROOM FINISH SCHEDULE FOR TYPE N RUBBER BASE 2„ INSTALL PERFORMED CORNER MIN FLASH AT ALL CORNERS UNDER �� FLEX FLASH ;', 12" WIDE FLEX JAMB FLASH: r----11----11---- EXTEND 2" MIN ABOVE HEAD 44" ' WRAP & 4" MIN BELOW SILL M N IN FLEX FLASH: WRAP 2A FLASH - LEAVE BOTTOM FREE TO LAP OVER BUILDING PAPER 5A i - /� SILL, EXTEND 4" MIN UP JAMB, LAP A3 MIRROR WALL MOUNTING A4 MIRROR WALL MOUNTING AT BASE A7.6 SCALE: 1 1 /2" = 1'-0" A7.6 SCALE: 1 1/2" = 1'-0" DOWN OVER SILL FLASH T _ _ _ 7 _ _ SILL FLASH BELOW------------4" NOTE: WOOD FRAMING, SEE MIN SEE EXTERIOR ELEVATIONS FOR BATTEN STRUCTURAL 2A 5A WOOD FRAMING, SEE ALIGNMENT REFERENCE POINT. STRUCTURAL BATT INSULATION, SEE WALL STEP 2 - WINDOW WRAP AT SILL STEP 5 - JAMB FLASHING 2 5 TYPE 4" IN / 2 MIN CUT & LAP BUILDING PAPER OVER GYPSUM BOARD, SEE ROOM FINISH SCHEDULE FOR TYPE PLYWOOD SHEATHING, SEE PLYWOOD SHEATHING WHERE OCCURS, SEE WALL TYPES AND STRUCTURAL 12" WIDE FLEX FLASH: WRAP r / �� ; PROJECT: ____�_ ----'1- - JAMB, EXTEND 4" MIN ABOVE HEAD, ;; -- FLEX FLASH AT HEAD ONLY STRUCTURAL EXTEND OVER SILL WRAP & SILL FLASH & 4" MIN BEYOND - LEAVE -1 -, PLYWOOD SHEATHING CITY OF NEWPORT BEACH BOTTOM FREE TO LAP OVER 12" WIDE FLEX HD FLASH: BUILDING PAPER 3A EXTEND 2" MIN ABOVE JAMB 6A „ FIBER -CEMENT BOARD SIDING SEE FINISH WATERPROOFING NEWPORT BEACH FIRE FLASH & 2"MIN BEYOND ,7 SCHEDULE FOR TYPE HEADWRAP FLASH AT STATION NO. 1 & LIBRARY SILL WRAP OVER SILL FLASH ---------; --- ADJACENT STUDS ---7-- - -r--- WATERPROOFING 110 E BALBOA BLVD - SILL FLASH "'' 'I ""' " " " , FIBER -CEMENT BOARD � SIDINGSEE FINISH NEWPORT BEACH, CA 92661 3A 6A SCHEDULE FOR TYPE CITY CONTRACT NO. C-8865-1 3 STEP 3 -WRAP AT JAMB 6 STEP 6 -HEAD FLASHING SEALANT +/ 1'-0" PLYWOOD SHEATHING, SEE PQ STRUCTURAL 1" X 31/2" CEMENT FIBER EQUAL SPACING PER FIELD CONDITIONS 0 J BOARD TRIM PERSPEC.WATERPROOFING FIBER -CEMENT BOARD SIDING, SEE FINISH SCHEDULE FOR TYPE -_ B1 TYPICAL FLASHING AND PAPERING DETAIL B3 TRIM AT OUTSIDE CORNER 134 BOARD AND BATTEN SIDING DETAIL c �P A7.6 SCALE: 3" = 1'-0" A7.6 SCALE: 3" = 1'-0" A7.6 SCALE: 1/4" = 1 '-0" ��FORN DESCRIPTION: DATE: BID SET 12/15/25 1/2" MDF VENEER PANELS 1/2" MDF VENEER PANELS 1 1/2" OVER GYP. BOARD OVER GYP. BOARD CEMENTITIOUS BACKER ACOUSTIC PANEL, SEE FIBER -CEMENT BOARD FIBER -CEMENT BOARD BOARD FINISH SCHEDULE. ATTACH WOOD FRAMING, SEE SIDING, SEE FINISH SIDING, SEE FINISH WITH ADHESIVE PER STRUCTURAL 1/4" CLEAT SCHEDULE FOR TYPE 1/4" CLEAT SCHEDULE FOR TYPE WALL PER PLAN MANUFACTURERS RECOMMENDATIONS WOOD BLOCKING AS GRAB BAR, SEE D3/T-4 O REQUIRED _ GYPSUM BOARD, SEE ROOM GYPSUM BOARD, SEE ROOM MILLWORK POST PLYWOOD SHEATHING MILLWORK POST PLYWOOD SHEATHING ATTACH GRAB BAR THRU WALL WITH FINISH SCHEDULE FOR TYPE FINISH SCHEDULE FOR TYPE WAINSCOT WHERE OCCURS, MOUNTING SCREWS TO WOOD PANEL MOULDING EACH SEE ROOM FINISH SCHEDULE BLOCKING SECURELY FASTENED SIDE OF 1X PT. _- BETWEEN STUDS AS REQUIRED. 1"X6" HARDWOOD ADHERE \ PLYWOOD SHEATHING GYPSUM BOARD, SEE ROOM BATT INSULATION, SEE WALL GYPSUM BOARD, SEE ROOM BATT INSULATION, SEE WALL AND SECURE WITH FINISH FINISH SCHEDULE FOR TYPE TYPE FINISH SCHEDULE FOR TYPE TYPE NAILS, FINISH AND SAND SMOOTH TO ACCEPT SEMI GLOSS PAINT 1/2" MDF VENEER PANELS = _ FINISH FLOOR, SEE ROOM OVER GYP. BOARD FINISH SCHEDULE Cl TYPICAL REVEAL CUSTOM WOOD PANELS C2 TYPICAL REVEAL END CUSTOM WOOD PANELS 63 GRAB BAR MOUNTING DETAIL C4 PANEL DETAIL W/ ACOUSTIC PANEL INLAY - BASE A7.6 SCALE: 3" = 1'-O" A7.6 SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" SCALE: 1 1/2" = 1'-O" GYPSUM BOARD, SEE ROOM FINISH SCHEDULE FOR TYPE 1"X6" HARDWOOD ADHERE GYPSUM BOARD, SEE ROOM AND SECURE WITH FINISH FINISH SCHEDULE FOR TYPE NAILS, FINISH AND SAND 1/2" TAMBOR WOOD OVER FIBER -CEMENT BOARD SMOOTH TO ACCEPT SEMI GYP. BOARD SIDING, SEE FINISH GYPSUM BOARD, SEE ROOM GLOSS PAINT PROJECT NUMBER: SCHEDULE FOR TYPE FINISH SCHEDULE FOR TYPE PANEL MOULDING EACH SIDE OF 1X PT. 230O 1/2" TAMBOR WOOD OVER = BATT INSULATION, SEE WALL ACOUSTIC PANEL, SEE 1/4" CLEAT GYP. BOARD -_ TYPE FINISH SCHEDULE. ATTACH SHEET TITLE: PLYWOOD SHEATHING WITH ADHESIVE PER - = MANUFACTURERS RECOMMENDATIONS WALL DETAIL MILLWORK REVEAL L ANGLE BATT INSULATION, SEE WALL GYPSUM BOARD, SEE ROOM FINISH SCHEDULE FOR TYPE TYPE RUBBER TOPSET - 1 1/2" _ 1/" CLEAT 4C TYP. c, CARPET TILE SEE ROOM T FINISH SCHEDULE WOOD FRAMING, SEE STRUCTURAL MILLWORK REVEAL L ANGLE ;,..-,, 77 WOOD FRAMING, SEE STRUCTURAL 1/2" TAMBOR WOOD OVER / SHEET NUMBER: GYP. BOARD GYPSUM BOARD, SEE ROOM FINISH SCHEDULE FOR TYPE A7m6 D1 TYPICAL REVEAL END TAMBOR WOOD PANELS D2 TYPICAL REVEAL CORNER TAMBOR WOOD PANELS D4 PANEL DETAIL W/ ACOUSTIC PANEL INLAY A7.6 SCALE: 3" = 1'-O" A7.6 SCALE: 3" = 1'-0" SCALE: 1 1/2" = 1'-0" A2 1 WOOD SLAT CEILING - BORDER A7.7 SCALE: 3" = V-0" ✓Y DUTY PRELUDE XL i SUSPENSION SYSTEM N .S f WOOD FRAMING, SEE ;TURAL 8" MAX 2" BEAM END RETAINING CLIP JOINS (BERC2), PEF ESR-1308 CA' 4 7/8" CLOSURE ANGLE. REFER TO NOTE 1. HANGER WIRE (TYP.) MIN. 4 TIGHT TURNS MAIN OR CROSS RUNNER LAY -IN CLG. PANEL TYP. POP RIVETS CEILING GRID PLAN (@ EDGE TRACK CONNECTION TO WALL PLAN VIEW NOTE: 1. ONE END OF CEILING GRID SHALL BE POP RIVETED TO THE CLOSURE ANGLE. THE OTHER END IN EACH HORIZONTAL DIRECTION SHALL BE ATTACHED BY SLOTTED CLIP, ESR-1308. AS SHOWN ABOVE DETAIL AND SEE LOCATION DIAGRAM A3 \ EDGE DETAIL A7.7 / SCALE: 6" = 1'-0" MECHANICAL AND LIGHT FIXTURES SHALL BE CONNECTED TO (1) VERTICAL 12 GA. WIRE ATTACHED TO OPPOSING CORNERS ALONG FIXTURES DIAGONAL. FOR STRUTS 4' TO 8' IN LENGTH, A MINIMUM 25 GA. METAL STUD WITH 1-5/8" FLANGE AND 1/2" LIP MAY BE USED. PROVIDE CALS FOR STRUTS GREATER THAN 8' IN LENGTH LATERAL FORCE BRACING MEMBERS SHALL BE A MINIMUM OF 6" FROM ALL HORIZONTAL PIPING OR DUCT WORK NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL FORCES U- U- Q w cz Q > 12'-0"O.C. EA. DIRECTION MAX. FOR STRUT W/DIAGONAL WIRE BRACING SECURE TO STRUCTURE W/ POWER DRIVEN FASTENERS X Q 45° M TYP C A � _O ARC1,11T 4'-0" MAX. �� F REY A. Foy * �r 018 23 REN. 09/30/27 g" qTF OF CAUFO� VERTICAL METAL STUD COMPRESSION STRUT @ 12'-0" EA. WAY MAX. SECURE TO CEILING SYSTEM W/SHEET METAL SCREWS. SEE BRACING DETAIL & TABLE BELOW. COMPRESSION STRUT TABLE METAL STUD SHEET MTL. SCREW B 12 GA. WIRE TYP PROVIDE VERTICAL WIRE HANGERS @ 4'-0" O.C. EA. WAY (TYP.) SCHEDULED CEILING SYSTEM IU4_1�1 LENGTH OF STRUT TYPE DESCRIPTION FIRST WIRE AT LEAST — COMPRESSION STRUT 25 GA. 12 GA. SPLAYED BRACING WIRES AT 12 FEET O.C. METAL STUD WITH 7/8" FLANGE 4" FROM END OF GRID HEAVY DUTY PRELUDE XL 15/16 SUSPENSION SYSTEM MAX WITHIN 6 FEET FROM EACH WALL AND SHALL BE 12'-0" O.C. EACH WALL 0" TO 8'-0" A 1 - 3 5/8" x 25 GA. MTL. STUD 6' MIN. FROM PIPES AND DUCTWORK INSULATION, SEE WALL 8'-1" TO 10'-0" B 2 - 1 5/8" x 25 GA. MTL STUDS W/SHEET MTL. SCREWS @ 12" O.C. 0 a o o O INTERIOR TRIM 2H CL NOTE: PERIMETER WIRES �1,q 10' 1" TO 15' B 1/2" MTL. W/SHEET MTL. 12" O o / TO BE 8" FROM WALL 0" 2 2 x 25 GA. STUDS SCREWS @ O.C. 90° MIN 45° BLOCKING, TYP. MAX 2 M 15'-1" TO 20'-0" B 2 - 3 5/8" x 25 GA. MTL STUDS W/ SHEET MTL. SCREWS @ 12" O.C. 18 GA WIRE TIE JM BOARD CEILING, OOM FINISH )ULE 'IC LAMINATE CABINET, INISH SCHEDULE 45° MAX. CROSS -FURRING / MAIN RUNNER: 7/8" GALV. HAT SECTION 45° 90° MIN. 1-1/2" DEEP, 7/16" FLANGE X A75 LB./FT. MIN. FURRING CHANNEL AT MAX. COLD ROLLED CHANNEL AT 48" O.C. MAX. 16" O.C. MAX. 25 GA. AT INTERIOR, WITH 8 GA. VERT. HANGER WIRE AT 48" O.C. 20 GA. AT EXTERIOR APPLICATIONS WITH 3 TURNS IN 11/2" NOTES: 1. SUSPENDED CEILINGS SHALL COMPLY WITH ASCE 7 13.5.6.2.2 2. PERIMETER SUPPORT ON MINIMUM 2" CLOSURE ANGLES, 2 ADJACENT ENDS OF CEILING GRID SHALL BE ATTACHED TO CLOSURE ANGLES WHILE OTHER ENDS SHALL HAVE 3/4" CLEARANCE FROM WALLS AND REST UPON AND BE FREE TO SLIDE ON CLOSURE ANGLES. I� B1 SOFFIT ABOVE CABINETS B2 WOOD SLAT CEILING - FASTENER B3 1 SUSPENDED CEILING DETAIL 2 I( B4 1 SUSPENDED CEILING DETAIL A7.7 SCALE: 3" = 1'-0" A7.7 SCALE: 3" = 1'-0" A],] SCALE: 3" = 1'-0" V A],] SCALE: 1/2" = 1'-0" BATT INSULATIC TYPE GYPSUM BOAR[ FINISH SCHEDUI CUSTOM WOOD SEE INTERIOR E FOR MORE INFC WOOD BLOCKIN ACOUSTIC CEILI PLYWOOD SHEA STRUCTURAL FIBER -CEMENT I SIDING, SEE FINioi SCHEDULE FOR TYPE V Cl 1 SOFFIT AT ADULT STUDY A7.7 SCALE: 1" = V-0" 15/16" HEAVY DUTY 4'4" CROSS TEE 15/16" MAIN BEAMS SPA, 24" O.C. HEAVY DUTY PRELUDE 15/16 SUSPENSION SYS' ARMSTRONG WOODWO GRILLE FORTE PANEL LDlWOOD SLAT CEILING - LIGHT FIXTURE SCALE: 3" = V-0" EQUAL AND MATCHED PERIMETER SPACING ON BOTH SIDES OF INSTALLATION C2 WOOD SLAT CEILING - PANELS All SCALE: 3" = V-0" =AVY DUTY PRELUDE XL 06 SUSPENSION SYSTEM TS RMSTRONG TECHZONE OKE (TZYL) i GA HANGER WIRE 4'-0" C. OR AS REQUIRED BY ODE ASTENERS BY ONTRACTOR EMOVE GRILLE BLADES IN IELD AND FIELD CUT ACKERS AS REQUIRED TO IT LIGHT FIXTURE GHT FIXTURE. REFER TO GHTING PLAN. SUSPEND FIXTURE INDEPENDENTLY FROM SLAT CEILING SYSTEM EQ EQ c� w c� w c� w ci w C3 1 TYP. ACOUSTICAL PANEL CEILING A7.7 SCALE: 3/4" = V-0" MANUFACTURER'S PROPRIETARY ATTACHMENT "BERC-2" CLIP, TYP. HEA`v D3 CEILING SUSPENSION SYSTEM & EDGE A7,7 SCALE: 3" = 1'-0" FIRE SUPPRESSION OR FIRE DETECTION DEVICE LIGHT FIXTURE, PER ELECTRICAL DWGS. REFER TO ARCHITECTURAL RCP FOR LAYOUT NOTE: ALL CEILING DEVICES TO BE CENTERED ON CEILING TILES U.N.O. ON ARCHITECTURAL REFLECTED CEILING PLAN. EDGE DETAIL ACTURER': JETARY HMENT 2" CLIP, TYI ITEM ACOUSTICAL PANEL CLG. MAIN RUNNER "HEAVY DUTY" PER ASTM C635 CROSS RUNNER "HEAVY DUTY" PER ASTM C635 GALV. HANGER WIRES (EA. WAY) #12 GA. @ 4-4- O.C. RIGID BRACING & COMP. STRUT PER @ 12'-0" O.C. EA. WAY C4 CEILING SUSPENSION DETAIL A7.7 SCALE: 12" = 1'-0" BASIS -OF -DESIGN: PRODUCT/SYSTEM IS COMPLIANT WITH ICC-ESR-1308 FOR SEISMIC DESIGN CATEGORY "D." coarl DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 pa"no".mwlk H V o JGER WIRE, AS INDICATED BELOW DESCRIPTION H MIN. 3 TIGHT TURNS WITHIN THE 3T 1-1/2" AT BOTH ENDS OF WIRE, BID SET 'ICAL. ANCHOR TO STRUCTURE PER 'AIL B2/A7.5 ID BRACING & COMPRESSION STRUT. DETAIL N RUNNERS, TYP. )SS RUNNERS, TYP. FINISH SCHEDULE & SPECS FOR 'E OF CEILING TILE, TYPICAL *SECTION PROPERTIES FOR COLD ROLLED CHANNELS (CRC) AND HAT CHANNELS SHALL BE IN COMPLIANCE WITH SSMA (ICC ER-4943P) SUSPENSION SYSTEM PROJECT NUMBER: v :R WALL 230101 TYP o .I HEAVY-DUTY TEGULAR RUNNERS, TYP. DATE: 12/15/25 SHEET TITLE: CEILING DETAILS SHEET NUMBER: A7m7 ACCESS HATCH F�_OACI,1/�\ y� o LINE SHAFT WITH PLYWOOD PAINT TO MATCH L 018 23 00,AND 3'-1" REN. 09/30/27 7 TYP. sTgTF FASCIA, SEE FINISH N OF CAUFO��P FASCIA, SEE FINISH - _ - SCHEDULE 2"x3/16" ALUMINUM FLAT BAR SCHEDULE y BRACKET. FIELD VERIFY A 4 SAFETY EXTENSION ROD BRACKET LOCATIONS CORNICE FASCIASEE , FINISH SCHEDULE 2"x3/16" ALUMINUM FLAT BAR BRACKET 2" ALUMINUM TUBE FRAME EXTERIOR WINDOW TRIM 2' 1 1/2" 2' 1 1/2" J _ coar 22 DESIGN GROUP ALUMINUM SERRATED G SOLID BLOCKING RUNGS 1-1/4" SQ AT 12"OC MAX WINDOW, SEE WINDOW FIBER -CEMENT BOARD N 9640 GRANITE RIDGE DR, SUITE 130 SCHEDULElliLL-�IJILL��USIDING, SEE FINISH SAN DIEGO, CA 92123 STEEL CORNER BRACKETS (HOT DIP SCHEDULE FOR TYPE 619.698.9177 I www.coargroup.com GALVANIZED) a' CORNICE FASCIA, SEE FINISH _zz o ❑—m o o SCHEDULE o `fl 2" - o - - V.I.F. 12'-4" i Al ROOF ACCESS HATCH A2 ROOF ACCESS LADDER A3 DORMER ELEVATION A4 DORMER TRIM ELEVATION A7.8 SCALE: 1" = 1'-0" A7.8 SCALE: 1 /2" = 1'-0" SCALE: 3/8" = 1'-0" SCALE: 1 1 /2" = 1'-0" ASPHALT SHINGLES — CORNICE FASCIA, SEE FINISH FIBER -CEMENT BOARD FIBER CEMENT BOARD SCHEDULE SIDING, SEE FINISH SIDING, SEE FINISH SCHEDULE FOR TYPE > SCHEDULE FOR TYPE WOOD CEILING FRAMING, WATERPROOFING SEE STRUCTURAL PROJECT. MEMBRANE WOOD HEADER, SEE GYPSUM BOARD CEILING, CITY OF NEWPORT BEACH 2X6 WOOD STUD, SEE STRUCTURAL SEE ROOM FINISH SCHEDULE STRUCTURAL A4 NEWPORT BEACH FIRE CORNICE FASCIA, SEE FINISH A7.5 STATION NO. 1 & LIBRARY CORNICE FASCIA, SEE FINISH SCHEDULE SCHEDULE - 110 E BALBOA BLVD G P WINDOW, SEE WINDOW NEWPORT BEACH, CA 92661 SCHEDULE SOFFIT WOOD FRAMING, SEE CITY CONTRACT N0. C-8865-1 STRUCTURAL EXTERIOR WINDOW TRIM SOFFIT WOOD FRAMING, SEE STRUCTURAL C4 ��W PQj ENGINEERED WOOD SOFFIT TPO ROOFING 0 ENGINEERED WOOD SOFFIT }. V B1 EXTERIOR SOFFIT AT FIRST FLOOR B2 EXTERIOR SOFFIT AT PATIO 133 ROOF AT DORMER c gyp► A7.8 SCALE: 1/2"=1'-0" A7.8 SCALE: 3" = 1'-0" A7.8 SCALE: 3" = 1'-0" �'1FoRN WOOD FRAMING AT PIPE PENETRATION DESCRIPTION: DATE: EQUIPMENT SUPPORTS, SEE STRUCTURAL TPO MEMBRANE CAP BID SET 12/15/25 PLYWOOD SHEATHING, SEE TPO FLASHING MEMBRANE STRUCTURAL PER ROOF PLAN SLOPE Wm mm SHEET METAL FLASHING WITH HEMMED EDGE — — _ — — — ASPHALT SHINGLES SHEET METAL COUNTERFLASHING UNDERLAYMENT WOOD FRAMING, SEE COVERBOARD PLYWOOD SHEATHING, SEE STRUCTURAL oo STRUCTURAL TPO MEMBRANE PLYWOOD SHEATHING, SEE STRUCTURAL T&G PLANK CEILING, PAINT TPO MEMBRANE (P-1) WOOD JOIST, SEE EAVE FLASHING WITH DRIP STRUCTURAL — — — — — — — — — EDGE VAPOR BARRIER, AS GUTTER— REQUIRED WOOD SHIM AS REQUIRED COVERBOARD NOTE: FASCIA, SEE FINISH PLYWOOD SHEATHING, SEE VAPOR BARRIER SHALL SCHEDULE P STRUCTURAL BE SEALED AT EDGES. 2 ROOF FRAMING, SEE STRUCTURAL C1 LOW EDGE W/ GUTTER C2 A7.8 TPO ROOF - ROOF MOUNTED EQUIPMENT SUPPORT SCALE: 3" = 1'-0" C4 A7.8 TPO ROOF - VENT STACK FLASHING SCALE: 3" = V-0" A7.8 SCALE: 3" = 1'-0" _ TPO ROOFING I CONTINUOUS TPO FLASHING LINE OF ROOF STRUCTURE TPO FLASHING MEMBRANE COVERBOARD METAL CAP FLASHING MEMBRANE, METAL AND FLASHING EXTENDED UNDER CLAMPING RING TPO BONDING ADHESIVE PROJECT NUMBER: BUILDING PAPER TYP. 1'-0"of 230101 METAL STRAINER TYP. 12" (305 MM) 1" MAX . (25 MM) — �� SHEET TITLE: � TPO MEMBRANE ME��@� — — ROOFING DETAILS I 6 _PLYWOOD SHEATHING, SEE - STRUCTURAL 8" MIN 1/2" (13 MM) MIN SUMP AREA FIELD SEAM REQUIREMENTS. VAPOR BARRIER, AS REQUIRED A. IF FIELD SEAM EDGE IS WITHIN 9" (229 MM) OF DRAIN ROOF DRAIN OVERFLOW DRAIN COMPRESSION RING, TPO TARGET PATCH REQUIRED. NOTES: B. IF FIELDS SEAM EDGE IS WITHIN 9" (229 MM) TO 18" (457 MM) OF SHEET NUMBER: 1. NAILERS SHALL BE SECURELY ANCHORED TO THE DECK, TO RESIST A MINIMUM FORCE OF DRAIN COMPRESSION RING, HEAT WELD A LAYER OF ULTRAPLY TPO 300 POUNDS PER LINEAR FOOT IN ANY DIRECTION. FLASHING (UNSUPPORTED) OR ULTRAPLY TPO MEMBRANE CENTERED PLYWOOD SHEATHING, SEE 2. VAPOR BARRIER SHALL BE SEALED AT EDGES. OVER SEAM EDGE. FLASHING MUST EXTEND 3" (76 MM) MIN. BEYOND STRUCTURAL EDGE OF SUMP. A708 D1 ROOF TRANSITION DETAIL AT TPO D2 TPO ROOF -EQUIPMENT SUPPORT D3 TPO ROOF - AT ROOF DRAIN D4 TPO ROOF -DRAIN A7.8 SCALE: 1 1 /2" = 1'-0" A7.8 SCALE: 3" = 1'-0" SCALE: 1" = 1'-0" A7.8 SCALE: 6" = 1'-0" , PLYWOOD SHEATHING, SEE METAL FLASHING REY q TF STRUCTURAL ASPHALT SHINGLES WEATHER BARRIER PER PLYWOOD SHEATHING, SEE SPEC * STRUCTURAL 018 23 ASPHALT SHINGLES \ � ASPHALT SHINGLES /< REN. 09/30/27 sTgTF \ s BUILDING PAPER \ : s BUILDING PAPER 60 MIL TPO OF CAUFO��\P FASCIA, SEE FINISH s s FASCIA SEE FINISH TPO FLASHING MEMBRANE �:,' STUCCO OVER EXPANDED - SCHEDULE s - SCHEDULE '. LATH OVER BUILDING 1/2" COVERBOARD PAPER C1 A7.8 GUTTER 1 Cl 3" RIGID INSULATION MIN. cDar A7.8 PLYWOOD ROOF SHEATHING j; •_ - I i VAPOR BARRIER, AS WOOD OUTRIGGER, SEE WOOD OUTRIGGER, SEE REQUIRED;_,:: DESIGN GROUP I STRUCTURAL STRUCTURAL i I PLYWOOD ROOF SHEATHING SEE DETAIL 15/S6.1 9640GRANITERIO,CA92SUITE130 R 30 BATT INSULATION CORNICE FASCIA, SEE FINISH R 30 BATT INSULATION CORNICE FASCIA, SEE FINISH SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com SCHEDULE SCHEDULE ROOF FRAMING, SEE ROOF FRAMING, SEE STRUCTURAL STRUCTURAL DOWNSPOUT, SEE D3/A7.9 WOOD BLOCKING AS 2x WOOD STUD, SEE FIBER -CEMENT BOARD SIDING, SEE FINISH 2x WOOD STUD, SEE AND D4/A7.9 REQUIRED , STRUCTURAL SCHEDULE FOR TYPE STRUCTURAL FIBER CEMENT BOARD SIDING, SEE FINISH R-21 BATT INSULATION PLYWOOD SHEATHING R-21 BATT INSULATION i i SCHEDULE FOR TYPE I I WATERPROOFING PLYWOOD SHEATHING WATERPROOFING �A1 ` ASPHALT ROOF W/ CORNICE RAKE A2� ASPHALT ROOF W/ CORNICE RAKE W/ GUTTER A3 TPO ROOFING A4 PARAPET AT STUCCO WALL A7.9; SCALE: 1" = 1' 0" A7.g SCALE: V = l'-0" A].g SCALE: 3" = l'-0" A7.9 SCALE: 3" = l'-0" PLYWOOD SHEATHING, SEE STRUCTURAL NOTES: 1. PROVIDE WITH VANDAL PROOF CAP PER PLUMBING DRAWINGS. ASPHALT SHINGLES 2. SEE VENT THROUGH ROOF ON PLUMBING DRAWINGS. FIBER -CEMENT BOARD /—BUILDING PAPER SIDING, SEE FINISH — i FASCIA, SEE FINISH SCHEDULE FOR TYPESCHEDULE CONTINUOUS GSM WEEP SCREED GABLE VENT, SEE LOUVER ROLL LEAD FLASHING DOWN SECONDARY LEAD FLASHING, C1 SCHEDULE PIPE 1" PAINT PROJECT: CONTINUOUS REGLET AND SNAP LOCK A7.8 COUNTER FLASHING, FASTEN W/ #10X2" I 5�e LEAD FLASHING EXTEND 8" SCREWS @ 12"O.C. f - J SEALANT ASPHALT SHINGLE ROOF AWAY FROM PIPE CITY OF NEWPORT BEACH GSM FLASHING I WOOD OUTRIGGER, SEE FIBER -CEMENT BOARD STRUCTURAL I SIDING, SEE FINISH ASPHALT SHINGLE ROOF NEWPORT BEACH FIRE ASPHALT ROOFING PER PLAN R-30 BATT INSULATION CORNICE FASCIA, SEE FINISH SCHEDULE R-21 BATT INSULATION SCHEDULE FOR TYPE STATION NO. 1 & LIBRARY ROOF FRAMING, SEE 2x WOOD STUD, SEE STRUCTURAL PLYWOOD SHEATHING BUILDING PAPER 110 E BALBOA BLVD ROOFING UNDERLAYMENT STRUCTURAL NEWPORT BEACH, CA 92661 VAPOR BARRIER 2x WOOD STUD, SEE PLYWOOD SHEATHING STRUCTURAL PLYWOOD SHEATHING Z, FIBER -CEMENT BOARD CITY CONTRACT NO. C-8865-1 ROOF DECK PER PLAN R-21 BATT INSULATION SIDING, SEE FINISH \' SCHEDULE FOR TYPE BLOCKING BETWEEN JOISTS WATERPROOFING �`iw PO�� 4 SEALANT 0� s�o �f1 GABLE VENT, SEE LOUVER SCHEDULE V B1 ASPHALT ROOF FLASHING PARAPET WALL B2 ASPHALT ROOF W/ CORNICE RAKE VENT HEAD B3 VENT SILL B4 ASPHALT SHINGLE ROOF - VENT THROUGH ROOF DETAIL C `Q► A7.9 SCALE: 1 1 /2" = 1'-0" A7.9 SCALE: V = l'-0" A].g SCALE: 1"= 1'-0" A7.9 SCALE: 3"= 1'-0" I-1FORN DESCRIPTION: DATE: WOOD BEAM, SEE I I CONTINUOUS WELD STRUCTURAL AROUND EDGE OF BID SET 12/15/25 WALKPAD TPO MEMBRANE PIPE PENETRATION ROOFING SEALANT WALKWAY PAD STEEL COLUMN W/ WOOD CLADDING TO MATCH SIDING TPO HEAT WELDED SEAM TPO FLASHING MEMBRANE C1 A7 9 STAINLESS STEEL FASTENER PER z MANUFACTURER 3 oo COVERBOARD HSS - STRUCTURAL STEEL q�� /pTy �'qy TP0 MEMBRANE COLUMN, SEE STRUCTURAL PLYWOOD SHEATHING, SEE I STRUCTURAL I 6 I I Spy I .w\P��e VV O �P �e Cl TRELLIS CONNECTION 62 LIBRARY TRELLIS 63 TPO ROOF - ROOF ACCESS HATCH ISOMETRIC C4 TPO ROOF - PIPE PENETRATION A7.9 SCALE: 1 1 /2" = l'-O" A7.9 SCALE: 1 1 /2" = 1'-0" ], SCALE: 1 /2" = 1'-0" ]. SCALE: 3" = 1'-0" COVERBOARD WALL PER PLAN PROJECT NUMBER: BUILDING PAPER 230101 II 3"-, 20 GA DOWNSPOUT W/ 16 GA ANCHOR EXHAUST FAN, SEE STRAPS @ 48" O.C., SEE D3 II MECHANICAL STAINLESS STEEL METAL II FLASHING P A7.9 SHEET TITLE: TPO MEMBRANE 5 BIRD SCREEN EXHAUST DUCT, SEE ROOFING DETAILS I MECHANICAL HEM EDGE OF STRAP — — — — — — — — INSULATED PREFABRICATED STAINLESS STEEL FASTENER 1/4" -14 x 7/8" STAINLESS STEEL STITCH TEK FASTENERS CURB PER MANUFACTURE PER MANUFACTURER WALL PER PLAN COVERBOARD TPO MEMBRANE 3" 20 GA. SHEET METAL DOWNSPOUT a _ CONCRETE WALK OR LANDSCAPING, AS WATERPROOFING a. °" a °a " - - d OCCURS 16 GA STRAP 1" WIDE SHEET NUMBER: PLYWOOD SHEATHING, SEE STRUCTURAL BACKDRAFT DAMPER--- A7m9 D1 ROOF TRANSITION DETAIL AT TPO D2 TPO ROOF - EXHAUST DUCT D3 DOWNSPOUT STRAP D4 DOWNSPOUT A7.9 SCALE: 1 1 /2" = 1'-0" A7.9 SCALE: 3" = l'-0" SCALE: 6" = 1'-0" A7.9 SCALE: 3" = 1'-0" BACKSPLASH WHERE OCCURS, SEE WALL MOUNTED MIRROR 1'-3" 2'-0" 01 25" FINISH SCHEDULE AND INTERIOR BACKSPLASH WHERE OCCURS, SEE � -O ARC1,1 ELEVATIONS 25" FINISH SCHEDULE AND INTERIOR �G REY q F U.O.N. ELEVATIONS COUNTERTOP, SEE FINISH U.O.N. SCRIBE TO CEILING WHERE SCRIBE TO CEILING WHERE SCHEDULE WOOD BLOCKING, TYP. OCCURS OCCURS COUNTERTOP, SEE FINISH o18 23 CHAMFERED EDGE, TYP. 1 1„ SCHEDULE REN. 09/30/27 WOOD BLOCKING, TYP. WOOD BLOCKING, TYP. PULL, ALL PULLS SHALL ` / CHAMFERED EDGE, TYP. ALIGN, TYP. CD TF OF CAUFO� ADJUSTABLE WOOD SHELF, ADJUSTABLE WOOD SHELF, PULL, ALL PULLS SHALL TYP. TYP. - ALIGN, TYP. N ui J J 3/4" THICK PLYWOOD WITH PLASTIC w ADJUSTABLE SHELF w ADJUSTABLE SHELF o STANDARDS & SUPPORTS o STANDARDS &SUPPORTS LAMINATE TIP DRAWER ADJUSTABLE SHELF Of of UNDER COUNTER SINK, SEE ui PLASTIC LAMINATE, SEE PLASTIC LAMINATE, SEE STANDARDS & SUPPORTS PLUMBING z FINISH SCHEDULE z FINISH SCHEDULE cDar w w l 3/4" THICK PLYWOOD WITH PLASTIC CD cn M o WHITE MELAMINE FINISH M zo �� LAMINATE, SEE FINISH SCHEDULE DESIGN GROUP w w 3/4" THICK PLYWOOD ADJUSTABLE SHELF WITH WHITE MELAMINE FINISH, TYP. ` - - WHITE MELAMINE FINISH 9640 GRANITE RIDGE SUITE 130 ¢ PULL, ALL PULLS SHALL ¢ PULL, ALL PULLS SHALL 92 SAN DIEGO, CA 92123 > ALIGN, TYP. ALIGN, TYP. 3/4" THICK PLYWOOD WITH PLASTIC WALL MOUNTED MIRROR— / 619.698.9177 I www.coargroup.com LAMINATE, SEE FINISH SCHEDULE M MIRROR FRAME M (V (V WOOD BLOCKING, TYP. SEALANT BACKSPLASH WHERE / OCCURS, SEE FINISH PLASTIC LAMINATE LIGHT PLASTIC LAMINATE LIGHT SCHEDULE AND INTERIO / `�\ VALANCE VALANCE R � ELEVATIONS INTERIOR LIGHT FIXTURE INTERIOR LIGHT FIXTURE 3" PLASTIC LAMINATE BASE 3" FINISH FACE OF WALL, SEE \ _ WHERE OCCURS, SEE WHERE OCCURS, SEE ROOM FINISH SCHEDULE \ ELECTRICAL ELECTRICAL 1�kSCPALE: UPER CASEWORK DETAIL A2 UPPER REFRIGERATOR CASEWORK DETAIL A3 CASEWORK DETAIL A4 COUNTERTOP WITH LAVATORY DETAIL PLASTIC LAMINATE BASE 1" = 1'-0" A7.10 SCALE: 1" = l'-0" A7. 0 SCALE: 1" = 1'-0" A7. 0 SCALE: 1" = 1'-0" BACKSPLASH WHERE BACKSPLASH WHERE OCCURS, SEE OCCURS, SEE FINISH BACKSPLASH WHERE FINISH SCHEDULE AND INTERIOR SCHEDULE AND INTERIOR OCCURS, SEE FINISH 25" ELEVATIONS 2-1' COUNTERTOP, SEE FINISH 2'-0" ELEVATIONS 2'-1" SCHEDULE AND INTERIOR U.O.N. SCHEDULE WOOD BLOCKING, TYP. U.O.N. ELEVATIONS COUNTERTOP, SEE FINISH SCHEDULE CHAMFERED EDGE, TYP. COUNTERTOP, SEE FINISH COUNTERTOP, SEE FINISH SCHEDULE SCHEDULE 1/2" Z, CHAMFERED EDGE, TYP. 1CHAMFERED EDGE, TYP. MARINE EDGE, TYP. \ooe / NJ � PROJECT: N CITY OF NEWPORT BEACH 1 FIF WOOD BLOCKING, TYP. WOOD BLOCKING, TYP. PLYWOOD SUBSURFACE PULL, ALL PULLS SHALL + ALIGN, TYP. FOUR (4) 1/2" MACHINED BOLTS PER NEWPORT BEACH FIRE 3/4"THICK PLYWOOD WITH STATION N0. 1 &LIBRARY 24"H X 21"W X 1 1/2" X 1/4" STEEL PLASTIC LAMINATE - - - 3/4" THICK PLYWOOD FIXED SHELF WITH + ANGLE IRON AT ENDS AND 30" O.C. _ — r- DRAWERS WITH FULL PLASTIC LAMINATE, SEE FINISH z WELD TO 18" X 2" X 1/8" BAR -FASTEN 3/4"THICK PLYWOOD WITH EXTENSION SLIDES, SEE SCHEDULE 110 E BALBOA BLVD M o WITH 3/4" FLAT HEAD SCREW TO o z q PLASTIC LAMINATE FINISH SCHEDULE 1 M + COUNTER TOP N �' DRAWERS WITH FULL NEWPORT BEACH, CA 92661 z - _PULL, ALL PULLS SHALL PULL, ALL PULLS SHALL ALIGN, TYP. 6' EXTENSION SLIDES, SEE _ ALIGN, TYP. FINISH SCHEDULE N M LA THICK PLYWOOD WITH PLASTIC CITY CONTRACT NO. C-8865-1 J FOUR (4) 1/2" - MACHINE BOLTS PER EXTENSION SLIDES, SEE FINISH STUD 3/4" THICK PLYWOOD WITH 3/4" THICK PLYWOOD WITH 1 1/2 ;r, SCHEDULE 'WPO z PLASTIC LAMINATE, SEE ' PLASTIC LAMINATE, SEE ' 3/4" THICK PLYWOOD WITH FINISH SCHEDULE KNEE AND TOE - FINISH SCHEDULE CLEARANCES, SEE C1/T-5 PLASTIC LAMINATE, SEE 0 �� 6" MARINE EDGE AT STAINLESS STEEL 3„ FINISH SCHEDULE y �3' & SHEET METAL COUNTERS n MAX PLASTIC LAMINATE BASE PLASTIC LAMINATE BASE PLASTIC LAMINATE BASE B1 CASEWORK DETAIL B2 CASEWORK DETAIL 133 CASEWORK DETAIL A7.10 °= 1'-0° A7.10 SCALE: 1°= 1'-0° B4 CASEWORK DETAIL SCALE: 1 A7.10 SCALE: 1" = 1'-0" A7.10 SCALE: 1" = 1'-0" C'9L�FORN�P DESCRIPTION: DATE: BACKSPLASH WHERE OCCURS, SEE FINISH SCHEDULE AND INTERIOR 48" 2'-1" ELEVATIONS BID SET 12/15/25 U.O.N. WOOD BLOCKING, TYP. COUNTERTOP, SEE FINISH SCHEDULE COUNTERTOP, SEE FINISH SCHEDULE MARINE EDGE, TYP. MARINE EDGE, TYP. PULL, ALL PULLS SHALL ALIGN, TYP. PLASTIC LAMINATE / PULL, ALL PULLS SHALL ALIGN, TYP. CASEWORK, SEE FINISH SCHEDULE r, FULL EXTENSION DRAWER SLIDES FULL EXTENSION DRAWER SLIDES ADJUSTABLE SHELF ADJUSTABLE SHELF STANDARDS & SUPPORTS FALSE TOE KICK UNDER STANDARDS & SUPPORTS - 3/4" THICK PLYWOOD WITH WHITE MELAMINE FINISH ' PLASTIC LAMINATE, SEE ' SINK, PER MANUFACTURER o Z — WHITE MELAMINE FINISH 1.to FINISH SCHEDULE q 3/4" THICK PLYWOOD M 3/4" THICK PLYWOOD ADJUSTABLE SHELF WITH ADJUSTABLE SHELF WITH WHITE MELAMINE FINISH, M 2x WOOD STUD, SEE_ WHITE MELAMINE FINISH, M "v VINYL TILE FLOORING TYP. STRUCTURAL TYP. 3/4" THICK PLYWOOD WITH 3/4" THICK PLYWOOD WITH „ PLASTIC LAMINATE, SEE 1 1/2 • PLASTIC LAMINATE, SEE FINISH SCHEDULE FINISH SCHEDULE v MARINE EDGE AT STAINLESS STEEL MARINE EDGE AT STAINLESS STEEL 3" PLASTIC LAMINATE BASE & SHEET METAL COUNTERS 3" PLASTIC LAMINATE BASE & SHEET METAL COUNTERS C1 FALSE TOE KICK C2 CASEWORK DETAIL C3 CASEWORK DETAIL - KITCHEN ISLAND A7.10 SCALE: 3" = 1'-0" A7.10 SCALE: 1" = 1'-0" A7.10 SCALE: 1" = 1'-0" BACKSPLASH WHERE OCCURS, SEE FINISH SCHEDULE AND INTERIOR ELEVATIONS COUNTERTOP, SEE FINISH SCHEDULE 2'-3" 2'-0" SOLID SURFACE oe 2'-3" 2'-3" PROJECT NUMBER: `'' COUNTERTOP oof SOLID SURFACE SOLID SURFACE N CHAMFERED EDGE, TYP. PLYWOOD SHEATHING COUNTERTOP COUNTERTOP 7 230101 PLYWOOD SHEATHING PLYWOOD SHEATHING I I L J , - SHEET TITLE: 6" 2" X 1 1/4" "L" TRIM PT BLACK. WOOD BLOCKING, TYP. ' ED PRE DRILL TO ALLOW 6" 6" r--------------- CASEWORK INSTALL WITH WOOD 1 UNDER COUNTER SINK, SEE N SCREWS 2" X 1 1/4" "L" TRIM PT BLACK �--------------- i PULL, ALL PULLS SHALL PRE DRILL TO ALLOW--------- PLUMBING ALIGN, TYP. o INSTALL WITH WOOD L_______________ DETAILS SCREWS--------------- 8" MIN. CV - C? L (O ------ GYPSUM BOARD, SEE ROOM z z N DIMENSIONAL LETTER FINISH SCHEDULE FOR TYPE 3/4" THICK PLYWOOD WITH GYPSUM BOARD, SEE ROOM _ N SIGNAGE FINISH SCHEDULE FOR TYPE 6" M 11" MIN. N N M a, ------ PLASTIC LAMINATE, SEE GYPSUM BOARD, SEE ROOM FINISH SCHEDULE FINISH SCHEDULE FOR TYPEIL ------ Z o FRYE MILLWORK BASE SHEET NUMBER: FRYE MILLWORK BASE FRYE MILLWORK BASE a, _ Ali I � p. 3" NN INTEGRAL TOE KICK WITH WALL BASE, SEE FINISH D1 CASEWORK DETAIL BOOK DROP D2 CASEWORK DETAIL CIRCULATION DESK D3 CASEWORK DETAIL COMPUTER CUBBY D4 BASE CASEWORK SCHEDULE A7ml A7.10 SCALE: 1" = 1'-0" A7.10 SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" NOTE: CONSTRUCT AS SEPARATE UNITS AND BOLT TOGETHER IN FIELD. MATCH GRAIN ON DOOR AND DRAWER FRONTS. PROVIDE SOLID BIRCH CONTINUOUS PIANO HINGE �-O ARCy� FACE FRAME AND BIRCH INTERIOR A TF� �GF GREY SECTION 7-6" 2'-0" 018 23 REN. 09/30/27 2'-0" sTgTF 2-6 OF CAOFO��\P CONTINUOUS PIANO HINGE SCRIBE PANEL 1'4" 1 '-2" / / PLASTIC LAMINATE, SEE cDar BUILT IN SHELF / FINISH SCHEDULE SOLID BIRCH FACE FRAME DESIGN GROUP AND BIRCH INTERIOR / / — CEDAR BACK 1" SOLID BIRCH DOOR _ / 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 WITH PIANO HINGE 619.698.9177 I www.coargroup.com CLOTHES BAR O / o i M PLASTIC LAMINATE, SEE FINISH SCHEDULE ADJUSTABLE WOOD SHELF, MIRROR, SEE A3/T-4 FOR TYP. MOUNTING HEIGHT / Eil BULLET CATCH PULL, ALL PULLS SHALL CYLINDER LOCK ALIGN, TYP. SHELF CYLINDER LOCK M 1 1/4" X 4" 16" SHELF TOWEL BAR80 WIRE PULL \ 3/4" THICK PLYWOOD ADJUSTABLE SHELF WITH CEDAR BACK WHITE MELAMINE FINISH, TYP. i PROJECT: 1' 6" q :;t CITY OF NEWPORT BEACH BUILT - IN SHELF 0 ADJUSTABLE SHELF NEWPORT BEACH FIRE STANDARDS & SUPPORTS STATION NO. 1 & LIBRARY 110 E BALBOA BLVD DRAWER wD NEWPORT BEACH, CA 92661 1 TYP. CITY CONTRACT NO. C-8865-1 I I WOOD BLOCKING, TYP. 0 PLASTIC LAMINATE BASE ELEVATION (DOOR OPEN) SECTION WOOD KICK INTERIOR LOCKER DOOR V B1 BUNK ROOM LOCKERS STORAGE CABINET DETAIL cq�iFpFtc��P A7.11 SCALE: S1"= 1'-0'� A7.11 SCALE: 1"= 1'-0" WOOD BLOCKING, TYP. WOOD BLOCKING, TYP. DESCRIPTION: DATE: COUNTERTOP, SEE FINISH 2'-0" COUNTERTOP, SEE FINISH BID SET 12/15/25 SCHEDULE SCHEDULE CHAMFERED EDGE, TYP. CHAMFERED EDGE, TYP. SOLID SURFACE, SEE FINISH 1" SCHEDULE WOOD SHELF SUPPORT LEDGER 3/4" THICK PLYWOOD - 3/4" THICK PLYWOOD ADJUSTABLE SHELF WITH ADJUSTABLE SHELF WITH WHITE MELAMINE FINISH, PLASTIC LAMINATED PANEL WHITE MELAMINE FINISH, TYP. WOOD FLOOR FRAMING, SEE TYP. STRUCTURAL ADJUSTABLE SHELF STANDARDS & SUPPORTS WHITE MELAMINE FINISH o 3/4" THICK PLYWOOD WITH PLASTIC 2�, �, LAMINATE, SEE FINISH SCHEDULE CV q WHITE MELAMINE FINISH _ ADJUSTABLE SHELF STANDARDS & SUPPORTS 3/4" THICK PLYWOOD WITH PLASTIC LAMINATE, SEE CORNER BEAD — 3/4" THICK PLYWOOD WITH FINISH SCHEDULE PLASTIC LAMINATE, SEE FINISH SCHEDULE "v N 1 X 1 WOOD EDGE TRIM, TYP. PLYWOOD SHEATHING PLASTIC LAMINATE BASE q SOLID SURFACE, SEE FINISH I SCHEDULE 3 — PLASTIC LAMINATE BASE Cl CORNER DETAIL HELP DESK C2 CASEWORK DETAIL C3 CASEWORK DETAIL C4 OPEN SHELF DETAIL A7.11 SCALE: 3" = 1 '-0" A7.11 SCALE: 1 " = 1 '-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" BACKSPLASH WHERE OCCURS, SEE 25" FINISH SCHEDULE AND INTERIOR ELEVATIONS U.O.N. COUNTERTOP, SEE FINISH SCHEDULE MATTRESS CHAMFERED EDGE, TYP. MATTRESS - TWIN XL (N.I.C.) (N.I.C.) 1 PROJECT NUMBER: PULL, ALL PULLS SHALL ALIGN, TYP. - — — — — — — — — — — — — — — — — — — — — — — — — — — — 230101 CONTINUOUS BIRCH TRIM, ,CONTINUOUS BIRCH TRIM, PLASTIC LAMINATE FINISH SHEET TITLE: SEE D4 SEE D4 3/4" 3/4" PANEL — — 3/4" THICK PLYWOOD WITH PLASTIC CASEWORK r, LAMINATE, SEE FINISH SCHEDULE \' _ ADJUSTABLE SHELF STANDARDS & SUPPORTS bo BIRCH VENEER WD BIRCH VENEER(�W*D CONTINUOUS WD BIRCH WOOD DETAILS - WHITE MELAMINE FINISH DRAWERTYPOF , . 1 ( � - DRAWER TRIM co 3/4" THICK PLYWOOD ADJUSTABLE SHELF WITH WHITE MELAMINE FINISH, TYP. BLOCKING AS 1/4" CLEAR TEMPERED GLASS REQUIRED 6" 1' 10" 3" 3" 1' 10" 6" 3" cl) WOOD BLOCKING, TYP. 1'-5" 2'-0° BIRCH VENEER nWD CASEWORK SHEET NUMBER: T-0" OVERALL T-5" I 3" PLASTIC LAMINATE BASE A7ml D1 CASEWORK DETAIL D2 BED PLATFORM DETAIL D4 BED PLATFORM TRIM DETAIL A7.11 SCALE: V = 1'-0" A7.11 SCALE: V = 1'-0" A 7111 SCALE: 6" = 1'-0" ,S _O ARC,,11T A. �C) �G FFRAY CFB 2 018 23 REN. 09/30/27 sTgTF OF CAUFO��P 0coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 1' 1" 1" STROKE, ILLUMINATED SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com REVERSE CHANNEL LETTERS IN ARIAL FONT, MOUNTED WITH 3/4" STANDOFFS ADDRESS NUMBERS DETAIL2 t7l SCALE: 1 1 /2" = 1'-0" 18'-7 1 /2" 4'-9" 109" 57" 910 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE 1/4" THICK, 12"-0" DIAMETER, LIGHT COLOR: TBD STATION NO. 1 & LIBRARY 110 E BALBOA BLVD 1/4" THICK, DARK COLOR: TBD NEWPORT BEACH, CA 92661 - - - - - - - CITY CONTRACT N0. C-8865-1 CFB M PO ��W R 1-71 1 1 1!1\\\ Il III I V B2 UNISEX ACCESSIBLE TOILET SIGNAGE B3 EXTERIOR BUILDING SIGNAGE -LIBRARY c gyp► A7.12 SCALE: 1 1 /2" = 1'-0" A7.12 SCALE: 3/8" = 1'-0" ��FORN DESCRIPTION: DATE: BID SET 12/15/25 NOTES: 1. MATERIAL: 0.063" THICK WHITE BAKED ENAMEL ALUMINUM SIGN SUBSTRATES. NOTES: 27'-5 5/8" 4'-215/16" 4'-0 9/256" V-3 47/128" 8'-6 23/32" 1'-4 19/32" 2'-7 13/32" V-2 101/128" 4'-1 99/128" 2. COPY: TW CEN MT FONT, IN SIZES AS ILLUSTRATED 1.MATERIAL: 1/4" THICK ADA COMPLIANT NON ABOVE, SURFACE PRINTED. GLARE ACRYLIC. o M SAFE SURRENDER SITE 3. COLORS: GRAPHICS = BLACK AND LIGHT BLUE, :COPPERPLATE GOTHIC, 1" TALL, RAISED N I I BACKGROUND = WHITE /32 1/32". 7t I I I I CFB IF THIS FIRE STATION IS UNATTENDED CALLS -I -I ASK FOR FIREFIGHTERTO RETURN 4. MOUNDING: STAINLESS STEEL TAMPER PROOF 3.COLORS: BORDERS AND NUMBERS =RED, YOUR LOCATION SCREWS INTO EXPANSION ANCHORS IN STUCCO AND BACKGROUND/SUBSTRATE =BLACK � I I 1 NEWPORTBEACH F.D. STATION N0.1 11GE BALBOA BLVD SI NADA DISPONIBLE EN ESTA ESTACION DE BOMBEROS SILICONE ADHESIVE. 5. INSTALLATION: INSTALL AT 60" AFF TO CENTER OF 4.MOUNDING: TWO SIDED FOAM TAPE AND SILICONE ADHESIVE. o_N M � _ [R [F I I LLAME AL 9-1-1 VPREGUNTE FOR EL REGRESO DELOS BOMBEROS SIGN GROUP _ SU LOCACION 5.INSTALLATION: INSTALL AT 60" AFF TO CENTER_ NEWPORT BEACH F.D. STATIONN 1 11G E BALBOA BLVD OF SIGN, CENTERED ON DOOR. 18" Cl SAFE SURRENDER SIGN 62 A7.1 ROOM ID SIGNAGE SCALE: 6" = 1'-0" C3 ], EXTERIOR BUILDING SIGNAGE - FIRE STATION SCALE: 3/8" = 1'-0" A7.12 SCALE: 1 1 /2" = V-O" OXIDIZED LEATHERETTE TEXTURED 10'-5 3/8" RECESSED HEADER COPY EQ. 10 5'-0 3/4" EQ. f, ATION N LU NOTES: 3" SATIN POLISHED FIELD o��EwPoR m� 1/2" OXIDIZED/ETCHED BAND NOTES: L o n R 12� n I/IR +> 1. MATERIAL: 0.063" THICK WHITE BAKED ENAMEL ? OgC1pOpNP 1 1. SIZE: OVERALL 27" TALL X 18" WIDE. w PROJECT NUMBER: ALUMINUM SIGN SUBSTRATES. co 230101 2. COPY: TW CEN MT FONT, IN SIZES AS MAYOR -- �-CITY LOGO AT 5" 2. TYPESTYLE: TW CEN MT FONT, UPPER AND LOWER CASE AS I ILLUSTRATED ABOVE, SURFACE PRINTED. % COUNCIL MEMBER - COUNCIL MEMBER ILLUSTRATED ABOVE. COUNCIL MEMBER RAISED SATIN POLISHED LETTERS 3. FINISH: SATIN POLISHED NATURAL COLOR ON ALL RAISED SHEET TITLE: 3. COLORS: GRAPHICS -BLACK AND RED, BACKGROUND -WHITE - COUNCIL MEMBER -- CITY -- SURFACES AND CLEAR LACQUERED. SIGNAGE DETAILS SMOKING IS PROHIBITED 4.MOUNDING: STAINLESS STEEL TAMPER PROOF FIRE CHIEF - DIRETOROFLOPMETSERVCES RAISED SATIN POLISHED BORDER 4. BACKGROUND: LEATHERETTE TEXTURED. WITHIN 50 FEET AND ADHESIVEN ANCHORS IN STUCCO DIRE TOOF ENGINEERING 5. BORDER STYLE: SINGLE LINE AND CUSTOM CURVED 3" TOP SSCREILICONE CONOE BAND. OF BUILDING ENTRANCE ARCHITECT COAR Design Group OXIDIZED LEATHERETTE TEXTURED CONTRACTOR 5. INSTALLATION: INSTALL AT 60" AFF TO CENTER BACKGROUND COMPLETED 'MONTH'2026 6. MOUNTING: CONCEALED THREADED STUDS AND HEAVY DUTY i OF SIGN CONSTRUCTION ADHESIVE. 1" 1" 7. INSTALLATION: INSTALL AT 60" AFF TO CENTER OF PLAQUE. (V 1'4° 8. VERIFY TEXT WITH ARCHITECT PRIOR TO FABRICATION SHEET NUMBER: 1'-6" A7m12 D1 PROHIBITED SMOKING AREA SIGNAGE D2 MONUMENT PLAQUE D4 EXTERIOR BUILDING SIGNAGE A7.1 SCALE: 3" = V-0" A7.12 SCALE: 1 1 /2" = 1 '-0" SCALE: 3/8" = 1'-0" FINISH FLOORING ARC/,/ 1" GYPSUM FLOOR TOPPING FINISH FLOORING ��SED T 1/4" ACOUSTI-MAT II 1" GYPSUM FLOOR TOPPING 23/32" T&G APA RATED PLYWOOD PER � � � - _ 1/4" ACOUSTI MAT II o1a zs STRUCT 23/32" T&G APA RATED PLYWOOD PER REN. 09/30/27 LVL @ 16" O.C. PER STRUCT coSTRUCT F OF CALF" j Lu LVL @ 16" O.C. PER STRUCT 3-1/2" MAX. BATT INSULATION ATTACHED U) TO UNDERSIDE OF SUBFLOORING 0 0 3-1/2" MAX. BATT INSULATION ATTACHED TO UNDERSIDE OF SUBFLOORING RESILIENT CHANNELS @ MAX. 24" O.C. _ cow ATTACHED WITH RC-1 BOOST NOISE RESILIENT CHANNELS @ MAX. 24" O.C. CONTROL ISOLATION CLIP & 2" SCREW ATTACHED WITH RC-1 BOOST NOISE DESIGN GROUP 2 LAYERS 5/8" TYPE-X GYPSUM BOARD CONTROL ISOLATION CLIP & 2" SCREW WOOD NAILER FIRE RATING: 1 HR ASSEMBLY COMPLIES WITH: 2 LAYERS 5/8" TYPE-X GYPSUM BOARD 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 STRUCTURAL STEEL BEAM, SEE ESR-1153 ASSEMBLY B, OPTION 2 slsssasln www.coargroup.com STRUCTURAL INTERTEK WNR/FCA 60-01 2X WOOD FRAMING, SEE 1-5/8" METAL STUDS @ 24" O.C. STRUCTURAL REFERENCE CBC TABLE METAL HAT CHANNEL STC / ICC RATING: TJ-4035, OPTION 6: 1" GYPSUM CONCRETE OVER ACOUSTI-MAT II TYPE X GYPSUM BOARD 720.1(1) ITEM 2-4.1 CONTINUE 2 LAYERS 5/8" TYPE-X STC = 58 MIN. GYPSUM BOARD AROUND SIDES AND IIC = 56 MIN. BOTTOM OF STEEL BEAM. GYP CEILING, SEE RCP Li Al FIRE SEPARATION BETWEEN FLOORS A3 FIRE SEPARATION BETWEEN FLOORS ], SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" 1. Wall Assembly - The 1 or 2 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300, U400, V400 or W400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A �u FRONT VIEW SECTION A -A 1. 1-HOUR OR 2-HOUR GYPSUM WALL ASSEMBLY TO INCLUDE: A. Studs - Wall framing to consist of nom 2 by 6 in. (51 by 152 mm) (or larger) wood or steel channel studs or doubled or staggered nom 2 by 4 in. (51 by 102 mm) (or larger) wood studs spaced in 1 5 A. 2X4 STUD LUMBER AT 16" O.C., OR 1B accordance with the individual U300, U400,V400 or W400 Series Wall and Partition Designs. B. 3-1/2" WIDE MIN. STEEL STUDS, SPACED MAX. 24: O.C. AND B. Gypsum Board* - One or two layers of nom 5/8 in. (16 mm) thick gypsum board as specified in the individual Wall and Partition Design. Max diam of opening is 6 in. (152 mm). V 6 C. NOMINAL 5/8" THICK GYPSUM WALLBOARD. TYPE, NUMBER OF LAYERS, AND SHEET ORIENTATION AS SPECIFIED The hourly F, T, FT, FH and FTH Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed. IN THE INDIVIDUAL UL DESIGN. 4 2. ONE OR MORE OF THE FOLLOWING PIPES, IN ANY COMBINATION MAY BE INSTALLED WITHIN THE OPENING: 2. Penetrant - One metallic pipe or tube to be installed either concentrically or eccentrically, penetrating wall assembly on one side of wall. Penetrant shall be rigidly supported within the wall and on the 7 A. MAX. 4" NOMINAL DIA. STEEL PIPE penetrated side of the wall assembly. One of the following types and sizes of pipe or tube may be used: B. MAX. 4" NOMINAL DIA. CAST OR DUCTILE IRON PIPE PROJECT: 3 A. Steel Pipe - Nom 2 in. (51 mm) diam (or smaller) Schedule 5 (or heavier) steel pipe. C. MAX. 3" NOMINAL DIA. COPPER PIPE OR TUBING 2 4 4 B. Iron Pipe - Nom 2 in. (51 mm) diam (or smaller) cast or ductile iron pipe. 3 D. MAX. 3" NOMINAL DIA. STEEL CONDUIT OR EMT t` C. Copper Tubing - Nom 1 in. (25 mm) diam (or smaller) Type L (or heavier) copper tubing. E. MAX. 2" NOMINAL DIA. PVC PLASTIC PIPE 2 D. Copper Pipe - Nom 1 in. (25 mm) diam (or smaller) Regular (or heavier) copper pipe. 3. Pipe Coverings* -One of the following types of pipe coverings shall be used: 2 �� F. MAX. 2" NOMINAL DIA. CPVC PLASTIC PIPE 3. OPTIONAL ONE OR MORE METALLIC PIPES MAY BE INSULATED WITH THE FOLLOWING TYPES OF PIPE INSULATION: [ ] CITY OF NEWPORT BEACH � A. Pipe and Equipment Covering Materials* - Max 2 in. (51 mm) thick hollow cylindrical heavy density (min 3.5 pcf (56kg/m3)) glass fiber units jacketed on the outside with an all service jacket. A. MIN. 1" TO MAX. 2" THICK GLASS FIBER PIPE INSULATION Longitudinal joints sealed with metal fasteners or factory -applied self-sealing lap tape. Transverse joints secured with metal fasteners or with butt tape supplied with the product. The annular space B. MIN. 1/2" TO MAX. 3/4" THICK AB/PVC PIPE INSULATION NEWPORT BEACH FIRE 3 between insulated penetrating item and the edge of the through opening shall be min 0 in.(point contact) to max 7/8 in. (22 mm). 4. ONE MAX. 3" DIA. CABLE BUNDLE. STATION NO. 1 & LIBRARY 4 - 1A See Pipe and Equipment Covering -Materials* (BRGU) category in the Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. O O 5. MIN. 1-1/4" THICKNESS MINERAL WOOL (MIN. 4 PCF DENSITY) TIGHTLY PACKED AS A BACKER AROUND THE PERIMETER OF THE OPENING. B. Pipe Covering Materials* - Max 2 in. (51 mm) thick unlaced mineral fiber pipe insulation sized to the outside diam of pipe or tube. Pipe insulation secured with min 18 AWG steel wire spaced max 12 6. MIN. 3-1/2" OR 4-3/4" THICKNESS MINERAL WOOL (MIN, 4 PCCF DENSITY) TIGHTLY PACKED FOR 1-HOUR OR 110 E BALBOA BLVD in. (305 mm) OC. The annular space between insulated penetrating item and the edge of the through opening shall be min 0 in. (point contact) to 7/8 in. (22 mm) max. INDUSTRIAL INSULATION J 2-HOUR FIRE -RATING -RESPECTIVELY. NEWPORT BEACH, CA 92661 SYSTEM NO. F-C-8038 GROUP L L C - High Temperature Pipe Insulation 1200, High Temperature Pipe Insulation BWT or High Temperature Pipe Insulation Thermaloc 7. MINIMUM 5/8" DEPTH INTUMESCENT FIRESTOP SEALANT. ANSI/UL1479 (ASTM E814 CAN/ULC S115 C. Sheathing Material* - Used in conjunction with Item 3B. Foil-scrim-kraft or all service jacket material shall be wrapped around the outer circumference of the pipe insulation (Item 3B) with the kraft side 8 8. MINIMUM 1/2" BEAD INTUMESCENT FIRESTOP SEALANT APPLIED AT POINT OF CONTACT. CITY CONTRACT NO. C-8865-1 exposed. Longitudinal joints and transverse joints sealed with metal fasteners or butt tape. F RATING - 1 HR AND 2HR (SEE ITEM 1) F RATING - 1 HR AND 2HR (SEE ITEM 1) See Sheathing Materials (BVDV) category in the Building Materials Directory for names of manufacturers. Any sheathing material meeting the above specifications and bearing the UL Classification H NOTES: Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. V 1. WITH STEEL STUDS, MAX. AREA OF SQUARE, RECTANGULAR, OR CIRCULAR OPENING IS 240 SQ. IN. WITH A MAX. DIMENSION T RATINGS - 1 HR AND 2HR (SEE ITEM 1) FT RATING - 1 HR AND 2HR (SEE ITEM 1) 4. Fill, Void or Cavity Material* - Sealant - Min 5/8 in. (16 mm) thickness of fill material applied within annulus, flush with surface of wall assembly. At point contact location, min 3/8 in. (10 mm) diam bead A OF 20". 2. WITH WOOD STUDS, MAX. AREA OF SQUARE, RECTANGULAR, OR CIRCULAR OPENING IS 210 SQ. IN. WITH A MAX. DIMENSION PO ' T� L RATING AT AMBIENT: LESS THAN 1 CFM/SQ FT FH RATING - 1 HR AND 2HR (SEE ITEM 1) of fill material to be applied at the penetrant/gypsum board interface. OF 14-1/2"0 * Indicates bear the UL Certification Mark for the UL Certification Canada), USING HILTI FIRESTOP SYSTEMS GUIDE FOR SPECIFIERS, 2011 EDITION. 2. ANNULAR SPACE BETWEEN PENETRANTS AND PERIPHERY OF OPENING = MIN. 0", MAX. 22". >>� L RATING AT 400 F: LESS THAN 1 CFM/SQ FT FTH RATING - 1 HR AND 2HR (SEE ITEM 1) such products shall or cUL jurisdictions employing or cUL (such as respectively. FIRESTOP FOR MULTIPLE PENETRATING ITEMS THROUGH GYPSUM WALL ASSEMBLY, \' L RATING AT AMBIENT: LESS THAN 5.1 L/S/M2 UL SYSTEM NO. W-L-8079 3. ANNULAR SPACE BETWEEN PENETRANTS = MIN. 1", MAX. 22". n L RATING AT 400 F: LESS THAN 5.1 L/S/M2 V B3 B1 FIRE RATED MEMBRANE PENETRATION FIRESTOPPING -AT 1-HOUR GYPSUM WALL ASSEMBLY \H7_13 SCALE: NTS c �P �'�F0R� A1.13 SCALE: 1°= 1'-0" DESCRIPTION: DATE: UL #U305: WOOD STUDS - 2X WOOD STUDS SPACED 16 IN. O.C. MAX, EFFECTIVELY FIRESTOPPED BID SET 12/15/25 JOINTS AND NAIL HEADS - JOINTS COVERED WITH JOINT COMPOUND AND PAPER TAPE. JOINT COMPOUND AND PAPER TAPE MAY BE OMITTED WHEN SQUARE EDGE BOARDS ARE USED. GYPSUM BOARD - 5/8 IN. THICK PAPER OR VINYL SURFACED, WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED EITHER HORIZONTALLY OR VERTICALLY. GYPSUM PANELS NAILED 7 IN. O.C. WITH 6D CEMENT COATED NAILS 1-7/8 IN. LONG, 0.0915 IN. SHANK DIAMETER AND 15/64 IN. DIAMETER HEADS. WHEN USED IN WIDTHS OTHER THAN 48 IN., GYPSUM PANELS ARE TO BE INSTALLED HORIZONTALLY. GYPSUM PANELS TO BE INSTALLED ON BOTH SIDES OF INTERIOR PARTITIONS. BATTS AND BLANKETS - GLASS FIBER INSULATION. PLACED TO COMPLETELY OR PARTIALLY FILL THE STUD CAVITIES. System tested with a pressure differential of 2.5 Pa between the exposed and the unexposed surfaces with the higher pressure on the exposed side. UL #U344: 1. Floor -Ceiling Assembly - The 1 hr fire rated solid or trussed lumberjoist floor -ceiling assembly shall be constructed of the materials and in the manner specified in the individual L500 Series Floor -Ceiling Designs in the UL Fire Resistance Directory. The general construction features of the floor -ceiling assembly are summarized below: WOOD STUDS - 2X WOOD STUDS SPACED 16 IN. O.C. MAX, EFFECTIVELY FIRESTOPPED A. Flooring System - Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individual Floor -Ceiling Design. Max area of opening shall be 77 sq in. (497 cm2) with max dimension of 14 in. (356 mm). WOOD STRUCTURAL PANEL SHEATHING - 15/32 IN. X 4 FT. WIDE APA RATED SHEATHING 32/16. VERTICAL JOINTS CENTERED ON STUDS, AND STAGGERED ONE SPACE FROM WALLBOARD JOINTS B. Wood Joists* - Nom 10 in. (254 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Wood Members* with bridging as required and APPLIED PARALLEL WITH STUDS (VERTICAL). HORIZONTAL JOINTS BACKED WITH 2X WOOD BACKING. ATTACH TO STUDS WITH 6D CEMENT COATED STEEL BOX NAILS SPACED 12 IN. O.C. ALONG with ends firestopped. INTERIOR STUDS AND 6 IN. O.C. AT PERIMETER OF PANELS. 2D C. Gypsum Board* - Nom 4 ft (1.2 m) wide by 5/8 in. (16 mm) thick as specified in the individual Floor -Ceiling Design. Gypsum board secured to wood joists or furring channels as 4 specified in the individual Floor -Ceiling Design. GYPSUM BOARD - 5/8 IN. THICK PAPER OR VINYL SURFACED, WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED EITHER HORIZONTALLY OR VERTICALLY. GYPSUM PANELS NAILED 7 IN. O.C. 3D 2. Chase Wall - The through -penetrants shall be routed through a single, double or staggered wood stud/gypsum board chase wall and shall include the following construction WITH 6D CEMENT COATED NAILS 1-7/8 IN. LONG, 0.0915 IN. SHANK DIAMETER AND 15/64 IN. DIAMETER HEADS. WHEN USED IN WIDTHS OTHER THAN 48 IN., GYPSUM PANELS ARE TO BE INSTALLED 4B 26 features: HORIZONTALLY. GYPSUM PANELS TO BE INSTALLED ON BOTH SIDES OF INTERIOR PARTITIONS. 3 A. Studs - Nom 2 by 6 in. (51 by 152 mm) lumber studs. B. Sole Plate - Nom 2 by 6 in. (51 by 152 mm) lumber plates. Sole plate may be discontinuous across opening. Max size of opening is 5-1/2 in. (140 mm) by 14 in. (356 mm). BATTS AND BLANKETS - GLASS FIBER INSULATION. PLACED TO COMPLETELY OR PARTIALLY FILL THE STUD CAVITIES. C. Top Plate - The double top plate shall consist of two nom 2 by 6 in. lumber plates. Double top plate may be discontinuous across opening. Max size of opening is 5-1/2 in. 3� 3B (140 mm) by 14 in. (356 mm). D. Gypsum Board* - Thickness, type, number of layers and fasteners shall be as specified in individual Wall and Partition Design. 3. Through -Penetrants - One or more metallic or nonmetallic pipes, conduits, tubing or cables, in any combination, to be installed either concentrically or eccentrically within the opening. Separation between penetrants to be min 1/4 in. (6 mm) to max 1-1/2 in. (38 mm). Annular space between the penetrants and the periphery of the opening shall be min 0 in. (point contact) to max 1-1/2 in. (38 mm). Penetrants to be rigidly supported on both sides of floor -ceiling assembly. The following types and sizes of through penetrants may be used: A. Metallic Penetrants -A maximum of one metallic penetrant within the system shall have a nom diam greater than 1 in. (25 mm). The following types and sizes of metallic C3 RATED ASSEMBLIES UL LISTING NOTES pipes, conduits or tubes may be used. Al. Steel Pipe - Nom 4 in. (102 mm) diam (or smaller) Schedule 5 (or heavier) steel pipe. ] j N.T.S. A2. Iron Pipe - Nom 4 in. (102 mm) diam (or smaller) cast or ductile iron pipe. A3. Copper Pipe or Tubing - Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tube or Regular (or heavier) copper pipe. PLAN VIEW SECTION A -A 2 A4. Conduit - Nom 4 in. (102 mm) diam (or smaller) rigid steel conduit or steel electrical metallic tubing (EMT). 1 B A O B. Pipe Covering - Tube Insulation - Plastics+ - (Optional) - Nom 3/4 in. (19 mm) thick acrylonitrile butadiene/polyvinyl chloride (AB/PVC) flexible foam furnished in the form 4 of tubing. Pipe covering may be installed on metallic pipe or tube penetrants (Items 3A1, 3A2, and 3A3) not exceeding nom 1 in. (25 mm) diam. See Plastics+ (QMFZ2) 1. 1 HR RATED FLOOR ASSEMBLY: 4A 3 2 rb category in the Plastics Recognized Component Directory for names of manufacturers. Any Recognized Component tube insulation material meeting the above specifications having UL 94 Flammability Classification be A. 2 LAYERS 1 HR RATED TYPE X GYPSUM BOARD ATTACHED TO UNDERSIDE OF FLOOR JOIST and a may used. 6 7 B. FLOOR JOIST, SEE STRUCTURAL SYSTEM NO. F-C-8038 C. Cross Linked Polyethylene (PEX) Tubing - Nom 1/2 in. (13 mm) diam (or smaller) SDR 9 PEX tubing for use in closed (process or supply) or vented (drain, waste or vent) C. PLYWOOD, SEE STRUCTURAL piping systems. A max of four tubes can be bundled together and installed within the opening. i D. FLOORING AS OCCURS, SEE FINISH SCHEDULE ANSI/UL 1479 (ASTM E814) CAN/ULC S115 D. Cables -Nom 2 1/2 in. (64 mm) diam (or smaller) tight bundle of cables. Any combination of the following types and sizes of cables may be used: 2. ONE OR MORE OF THE FOLLOWING PIPES, IN ANY COMBINATION MAY BE INSTALLED WITHIN THE OPENING: D1. Max 25 pair No. 24 AWG (or smaller) copper conductor telecommunication cable with PVC insulation and jacketing. l I A. MAX. 4" NOMINAL DIA. STEEL PIPE PROJECT NUMBER: F RATING - 1 HR F RATING - 1 HR D2. Max 3/C No. 8 AWG (or smaller) steel metal clad cable. B. MAX. 4" NOMINAL DIA. CAST OR DUCTILE IRON PIPE T RATINGS - 1/4 AND 1 HR (SEE ITEM 3) FT RATING - 1/4 AND 1 HR (SEE ITEM 3) D3. Max RG/U coaxial cable with copper conductor and fluorinated ethylene insulation and jacket. When bare (non -insulated) metallic penetrant is used, T Rating is 1/4 hr. is 0 C. MAX. 3" NOMINAL DIA. COPPER PIPE OR TUBING 230101 Otherwise, T Rating is 1 hr.� D. MAX. 3" NOMINAL DIA. STEEL CONDUIT OR EMT FH RATING - 1 HR 4. Firestop System - The firestop system shall consist of the following: A. Steel Straps - Min 1-1/2 in. (38 mm) wide by 30 gauge (0.4 mm) (or heavier) steel straps used to bridge opening on both sides of wall at sole plate when sole plate is 1 E. MAX. 2" NOMINAL DIA. PVC PLASTIC PIPE F. MAX. 2" NOMINAL DIA. CPVC PLASTIC PIPE SHEET TITLE: FTH RATING -1/4 AND 1 HR (SEE ITEM 3) removed at opening in plywood floor. Steel straps to be cut to overlap a min of 2 in. (51 mm) onto sole plate on each side of opening and secured to sole plate with a min of 3. ONE OR MORE METALLIC PIPES MAYBE INSULATED WITH THE FOLLOWING TYPES OF PIPE INSULATION: two nails or screws on each side of opening on both sides of wall. Min 3 in. (76 mm) wide by 30 gauge(0.4 mm) (or heavier) steel straps used to bridge opening on both sides A. MIN. 1" TO MAX. 2" THICK GLASS -FIBER PIPE INSULATION FIRESTOPPING of wall at double top plate when top plates are removed at opening. Steel straps to be cut to overlap a min of 2 in. (51 mm) onto top plates on each side of opening and B. MIN. 1/2" TO MAX. 3/4" THICK AB/PVC PIPE INSULATION secured to top plates with a min of two nails or screws on each side of opening on both sides of wall. B. Packing Material - Min 1-1/2 in. (38 mm) thickness of min 0.5 pcf (8 kg/m3) fiberglass batt insulation firmly packed into the opening within the sole plate/plywood subfloor 4. ONE MAX. 3" DIA. CABLE BUNDLE. 5. MIN. 1-1/4" THICKNESS MINERAL WOOL (MIN. 4 PCF DENSITY) TIGHTLY PACKED AS A BACKER AROUND THE PERIMETER OF THE DETAILS and a min 2-1/2 in. thickness of min 0.5 pcf (8 kg/m3) fiberglass batt insulation firmly packed into the opening within the double top plate. The packing material to be recessed OPENING. from top surface of sole plate and bottom surface of top plates to accommodate the required thickness of fill material. _ 6. MIN. 3-1/2" OR 4-3/4" THICKNESS MINERAL WOOL (MIN, 4 PCCF DENSITY) TIGHTLY PACKED FOR 1-HOUR OR C. Fill, Void or Cavity Materials* - Sealant - Min 1/2 in. (13 mm) thickness of sealant applied within annular space, flush with top surface of sole plate and flush with bottom 2-HOUR FIRE -RATING -RESPECTIVELY. surface of double top plate 1 7. MINIMUM 5/8" DEPTH INTUMESCENT FIRESTOP SEALANT. 8. MINIMUM 1/2" BEAD INTUMESCENT FIRESTOP SEALANT APPLIED AT POINT OF CONTACT. BASIS OF DESIGN:HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - CP606, FS-ONE Sealant or FS-ONE MAX Intumescent Sealant. V A 5 4 3 2 NOTES: * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. A 1. ANNULAR SPACE BETWEEN PENETRANTS AND PERIPHERY OF OPENING = MIN. 0", MAX. 22". 2. ANNULAR SPACE BETWEEN PENETRANTS = MIN. 1", MAX. 22". SHEET NUMBER: USING XHEZ THROUGH -PENETRATION FIRESTOP SYSTEMS GUIDE. FIRESTOP FOR MULTIPLE PENETRATING ITEMS THROUGH FLOOR ASSEMBLY, UL SYSTEM NO. F-C-8045 A7ml 3 D1 CEILING/FLOOR FIRE RATED PENETRATION D3 FIRESTOPPING -AT 1-HOUR FLOOR ASSEMBLY A7.13 SCALE: 1" = 1'-0° A7. 3 SCALE: NTS ,S _O ARC,,j/T �C) 018 23 REN. 09/30/27 STAINLESS STEEL METAL A4 sTgTF OF CAUFO�\ FLASHING J' REGLET r-----y'-----i-- --- STAINLESS STEEL COPING 18" MIN. CORNICE FASCIA, SEE FINISH SCHEDULE CAP WITH WATERTIGHT JOINTS o ; \ 5" MAX. 15" MIN. cDar I ACCESSIBLE BOTTLE FILLER TPO MEMBRANE de A3 i30"X4 AND BI-LEVEL DRINKING DESIGN GROUP ACCESSIBLE BOTTLE FILLER -------i--- ----J 7'14 FOUNTAIN, SEE PLUMBING AND BI-LEVEL DRINKING 9640 GRANITE RIDGE DR, SUITE 130 O FOUNTAIN, SEE PLUMBING z_ SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com I O 15" MIN. 5" MAX. M o 0 - �� FIBER -CEMENT BOARD 18" MIN. —rt-- coz SIDING, SEE FINISH N M SCHEDULE FOR TYPE I N z )1"MIN. 6" MAX I a, TOE CLEARANCE LEVEL 1 PLYWOOD SHEATHING, SEE_ PLYWOOD SHEATHING, SEE STRUCTURAL STRUCTURAL 17" MIN. 0' - 0" A2 DRINKING FOUNTAIN DETAIL A3 DRINKING FOUNTAIN ELEVATION A4 DRINKING FOUNTAIN SECTION DEPTH A7.14 SCALE: 1 /2" = 1'-0" A7.14 SCALE: 1 /2" = 1'-0" A7.14 SCALE: 1/2"= 1'-0" 1-1/2" 45 DEGREE BEVELED EDGE IN ASPHALT SHINGLES 4 1 CUSHION LAYER AGAINST PRIMED (A7,9 BORDER FOR BETTER WEAR COURSE ' ADHESION AND TO MINIMIZE PLYWOOD SHEATHING, SEE TPO MEMBRANE SHRINKAGECOLOR , STRUCTURAL r WEAR LAYER PER N I B1 Bl RIGID INSULATION MANUFACTURER (APPROX. 1/2" TYP.) A7.8- I I PLYWOOD SHEATHING, SEE EQUIPMENT POST PER PLAY STRUCTURAL STRUCTURE MANUFACTURER 1/2" PROJECT: 1-1/2" 45 DEGREE BEVELED EDGE IN - CUSHION LAYER AGAINST PRIMED POLE S.1" I OR POST FOR BETTER WEAR COURSE CITY OF NEWPORT BEACH STAMPED CONCRETE MINIMUM CUSHION LAYER PER FALL - — - PAVING, SEE CIVIL HEIGHT REQUIREMENT. SLOPE TO DRAIN NEWPORT BEACH FIRE DRAWINGS SUB -BASE SHALL SLOPE AT A MIN. OF 0.5% TO SUB -DRAIN. REFER TO CIVIL STEEL COLUMN W/ WOOD STATION NO. 1 & LIBRARY PLANS FOR DRAIN STUB OUT CLADDING TO MATCH SIDING CONNECTIONS 110 E BALBOA BLVD a ° NEWPORT BEACH, CA 92661 aa� WOOD JOIST, SEE STRUCTURAL°_: °' = ;a a _ a �0 0I� C � °O��o'�°O��o°O O��o°O�Oc CITY CONTRACT N0. C-8865-1 o0�00 EE SUB BASE PER WOOD FRAMING, SEE_' a a as 0 0�0� 0 0� LANDSCAPE PLANS STRUCTURAL ( PR SUBGRADE PER CIVIL " - CONCRETE EQUIPMENT FOOTING PER PLAY STRUCTURE MANUFACTURER da B1 PARAPET WALL DETAIL B2 PLAY SURFACE EDGE DETAIL FOR A7.14 SCALE: 1 1 /2" = l'-0' A7.14 SCALE: 1 1 /2" = l'-0' DESCRIPTION: DATE: BID SET 12/15/25 91/2" WAINSCOT WHERE OCCURS, /4' 3/4' SEE ROOM FINISH SCHEDULE WATER RESISTANT GYPSUM SEALANT BOARD GYPSUM BOARD, SEE ROOM WATER RESISTANT GYPSUM 2x WALL PER PLAN FINISH SCHEDULE FOR TYPE BOARD WAINSCOT WHERE OCCURS, PLYWOOD SHEATHING, SEE WAINSCOT WHERE OCCURS, SEE ROOM FINISH SCHEDULE SEE ROOM FINISH SCHEDULE STRUCTURAL MLWATER RESISTANT GYPSUM 2x WOOD STUD, SEE BOARD STRUCTURAL co WATERPROOFING MEMBRANE Cl WAINSCOT AT INSIDE CORNER 62 A7.14 WAINSCOT AT WOOD FRAMING SCALE: 3" = 1'-0" 63 A714 WAINSCOT AT CORNER SCALE: 3" = 1'-0" ARCHITECTURAL COLUMN ELEVATION (AC7114 SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" BACKER OVERHEAD CONSTRUCTION BOARDTITIOUS SOLID SURFACE, SEE FINISH TOP RAIL SCHEDULE CONCRETE SLAB -ON -GRADE, VENT HOOD I' ` SEALANT SEE STRUCTURAL GLASS U-CHANNEL GASKET I , CERAMIC TILE BASE, SEE FLOOR DRAIN, SEE FINISH SCHEDULE PLUMBING PROJECT NUMBER: 9/16" LAMINATED GLASS (GL-4) I°' SEALANT z 230101 SEALANT o 3" - 6" MIN. ALUMINUM SHOE BASE C9 - GROUT SLOPE TO SLOPE TO DRAIN SHEET TITLE: z 3" - 6" MIN. SEE STRUCTURAL 6/S6.5 & THIN SET MORTAR DRAIN CD FOR ATTACHMENT I WATERPROOFING DETAILS AILS AND FRAMING I \ CORNICE FASCIA, SEE FINISH I SLOPE TO SCHEDULE DRAIN L----- — — — WEATHER BARRIER PER — — — — — — — — zo SPEC I I' I � OVERHEAD PROTECTION AND EXHAUST REMOVAL FIBER CEMENT BOARD I r SIDING, SEE FINISH IF INSTALLED UNDER ANY COMBUSTIBLE CONSTRUCTION THE SCHEDULE FOR TYPE I FORTIFIED MORTAR BED COOKING AREA OVER THE GRILL MUST BE COVERED WITH AN � a WIRE MESH LATH EXHAUST HOOD. THE HOOD MUST PROVIDE 3" - 6" OF OVERHANG ON r' SHEET NUMBER: ALL EXPOSED SIDES. THE EXHAUST HOOD SHALL PROVIDE NO LESS ¢ CLEAVAGE MEMBRANE THAN 1,200 CFM FOR PROPER EXHAUST VENTILATION. THE HOOD ui REFERENCE ICC-ES EVALUATION PLYWOOD SUBFLOOR MUST BE APPROVED FOR OUTDOOR INSTALLATION AND PROVIDED L REPORT ESR-4799 WITH A DEDICATED GFCI PROTECTED BRANCH CIRCUIT CURB, WHERE OCCURS D1 OUA7m14 TDOOR GRILL DETAIL D2 LAMINATED GLASS RAILING ASSEMBLY DETAIL D3 SLOPING FLOOR AT CERAMIC TILE D4 FLOOR DRAIN AT CONCRETE FLOOR A7.14 SCALE: 1 /2" = l'-0" A7.14 SCALE: 1 1 /2" = l'-0° A7. 4 SCALE: 3" = 1'-0" A7. 4 SCALE: 3" = 1'-0" c -O ARCy1T F, �C) VINYL TILE FLOORING RESILIENT FLOORING ova 23 REN. 09/30/27 REDUCER RESILIENT FLOORING S �P T�TF DIAGRAM 1 REDUCER CERAMIC FLOOR TILE OVER OF CAUF0 x FULL MORTAR BED OR BOND Fire Lane Identification —Red Curbs N PORTLAND CEMENT TERRAllO FLOORING N COAT, SEE FINISH SCHEDULEFINISH FLOOR, SEE ROOM • FINISH SCHEDULE - .- d_.., .... _ _ . - — — —r — — — 4 — — — — — — —.— — — — — .— - — WATERPROOFING DEPRESSED CONCRETE cDar PLYWOOD SUBFLOOR Q. _ °° a .a °. -, - as d °. SLAB, SEE STRUCTURAL ,d d. - d _ d d DESIGN GROUP _ • CONCRETE SLAB, SEE CONCRETE SLAB, SEE 9640 GRANITE RIDGE DR, SUITE 130 STANDARD CURB m STRUCTURAL STRUCTURAL 92123 619.696.9177 1 www.coargrogroup.com W U) (V Q W H • ROLLED CURB 2 LAYERS TYPE X GYPSUM BOARD ATTACHED TO A3 DETAIL TRANSITION BETWEEN TEF AND CONCRETE A4 DETAIL TRANSITION BETWEEN TILE AND LVT A7.15 SCALE: 6" = 1'-0" UNDERSIDE OF FLOOR JOIST A7.15 SCALE: 6" = 1'-0" WITH RESILIENT CHANNEL. SEE A3/A7.13 FOR FLOOR ASSEMBLY • I 2X WOOD FRAMING, SEE STRUCTURAL g CARPET TILE, SEE ROOM FINISH GYPSUM BOARD, SEE ROOM SCHEDULE VINYL TILE FLOORING FINISH SCHEDULE FOR TYPE • • BATT INSULATION, SEE WALL CARPET REDUCER RESILIENT FLOORING NO CURB/ TYPE REDUCER PROJECT: FLARED CURB MEW- PORTLAND CEMENT PORTLAND CEMENT TERRAllO FLOORING TERRAZZO FLOORING N CITY OF NEWPORT BEACH WATERPROOFING WATERPROOFING — — — — — — — NEWPORT BEACH FIRE 1. Fire lane entrance sign(s) shall also be provided per Attachment 10 or 11. 2. Curbs shall be painted OSHA safety red. STATION N0. 1 &LIBRARY 3. "FIRE LANE — NO PARKING" shall be painted on top of curb in 3" white lettering ° r-4 ° ° at a spacing of 30' on center or portion thereof. d � - - - - - ° - d - - `. ° " . 110 E BALBOA BLVD CONCRETE SLAB, SEE CONCRETE SLAB, SEE NEWPORT BEACH, CA 92661 STRUCTURAL STRUCTURAL CITY CONTRACT NO. C-8865-1 W Po O 6'R, H v s Bl� FIRE LANE IDENTIFICATION - RED CURBS B2 SOFFIT DETAIL B3 DETAIL TRANSITION BETWEEN TEF AND CARPET B4 DETAIL TRANSITION BETWEEN TEF AND LVT C,9 `Q► A7.15 SCALE: 1 1 /2" = 1'-0" A7 15' N.T.S. A7.15 SCALE: 6" = 1'-0" A],15 SCALE: b"= 1'-0" �IFOR FIRE LANE ENTRANCE SIGNS DESCRIPTION: DATE: DIAGRAM 2 • Fire lane entrance signs are required at entry points to properties that BID SET 12/15/25 contain fire lane signs or red curbs. _ BATT INSULATION, SEE WALL NOTICE TYPE RESILIENT FLOORING RESILIENT FLOORING • The sign must be approved by the REDUCER REDUCER NO STOPPING IN AREAS Fire Prevention Division and must be VINYL TILE FLOORING MARKED AS FIRE LANES a minimum of 18" wide X 24" tall. GYPSUM BOARD, SEE ROOM RUBBER MAT FLOORING FINISH SCHEDULE FOR TYPE • Lettering shall be RED on WHITE background, no smaller than 2" in FINISH FLOOR, SEE ROOM height. FINISH SCHEDULE VIOLATING VEHICLES WATERPROOFING WILL BE CITED OR TOWED • The words "FIRE LANE" shall be °_ AT OWNERS EXPENSE WHITE on RED background, no `; _ ' °° ° smaller than 4" in height. d 2X WOOD FRAMING, SEE CONCRETE SLAB, SEE M.C. 12.40.190 F S a d ° ° ° a ° ° ° STRUCTURAL CVC 22500.1 . The sign shall be securely mounted N.B.P.D. 644-3717 facing the direction of travel and m PLYWOOD SUBFLOOR CONCRETE SLAB, SEE clearly visible to vehicular traffic w STRUCTURAL entering the parking area. N Q 0 • The sign shall be made of durable material and include all verbiage as shown on Diagram 2. _ 2 LAYERS TYPE X GYPSUM BOARD ATTACHED TO UNDERSIDE OF FLOOR JOIST NOTES: WITH RESILIENT CHANNEL. SIGN TO BE MOUNTED T-0" HIGH TO BOTTOM OF SIGN AT PEDESTRIAN AREAS. SEE ANA7.13 FOR FLOOR DEPTH OF BURY OF SIGN POST SHALL BE A MINIMUM OF 24". ASSEMBLY C1 FIRE LANE ENTRANCE SIGN C2 CANTILEVER SOFFIT DETAIL C3 DETAIL TRANSITION BETWEEN RUBBER MAT AND CONCRETE C4 DETAIL TRANSITION BETWEEN LVT AND CONCRETE 7.1 N.T.S. A7.15 SCALE: 1 1 /2" = 1'-0° A7. 5 SCALE: 6" = 1'-0" A7. 5 SCALE: 6" = 1'-0" CARPET TILE, SEE ROOM FINISH SCHEDULE CARPET REDUCER PROJECT NUMBER: VINYL TILE FLOORING 230101 WATERPROOFING SHEET TITLE: DETAILS CONCRETE SLAB, SEE STRUCTURAL SHEET NUMBER: A7ml 5 D4 DETAIL TRANSITION BETWEEN LVT AND CARPET A7.15 SCALE: 6" = V-0" SHEETINDEX S0.1 GENERAL NOTES AND SPECIFICATIONS S0.2 GENERAL NOTES AND SPECIFICATIONS S1.1 TYPICAL CONCRETE DETAILS S1.2 TYPICAL MAT SLAB FOUNDATION DETAILS S1.3 TYPICAL WOOD DETAILS S1.4 TYPICAL WOOD DETAILS S2.1 FOUNDATION PLAN S2.2 2ND FLOOR AND LOWER ROOF FRAMING PLAN S2.3 ROOF FRAMING PLAN S2.4 ENLARGED FLOOR PLANS S3.1 SCHEMATIC STEEL FRAMING ELEVATIONS S3.2 SCHEMATIC FRAMING ELEVATIONS S3.3 SCHEMATIC FRAMING ELEVATIONS S3.4 SCHEMATIC FRAMING ELEVATIONS S3.5 SCHEMATIC FRAMING ELEVATIONS S3.6 SCHEMATIC 3D VIEWS S4.1 FOUNDATION DETAILS S5.1 STEEL FRAMING DETAILS S5.2 STEEL FRAMING DETAILS S5.3 YIELD LINK GENERAL NOTES S5.4 YIELD LINK FRAMING DETAILS S6.1 WOOD DETAILS S6.2 WOOD DETAILS S6.3 WOOD DETAILS S6.4 WOOD DETAILS S6.5 WOOD DETAILS S7.1 ISTEEL STAIR DETAILS In 00 N ri LO N 0 N N SHEAR WALL NOTES 1. PEN = PLYWOOD/OSB SHEATHING EDGE NAILING. BLOCK ALL UNSUPPORTED EDGES WITH 2x MATERIAL UNO. BLOCK EDGES WITH 3x MATERIAL WHERE NAILING IS 4"oc OR LESS. SEE 11/S1.3 FOR NAIL STAGGER AT ALL 3x. 2. FIELD NAILING TO BE 12"oc UNO. 3. ALL SHEATHING NAILS TO BE COMMON WIRE. SEE E/S0.1 AND SPECIFICATIONS FOR OTHER NAIL REQUIREMENTS. 4. ALL EXTERIOR WALLS NOT DESIGNATED AS SHEAR WALLS ON PLANS TO HAVE SHEATHING AND PEN NAILING PER SHEAR WALL TYPE 'A'. 5. SHEAR WALL LENGTHS, WHERE NOTED, ARE MINIMUM. DO NOT LOCATE HOLDOWNS FROM THESE DIMENSIONS. SAD FOR ACTUAL WALL LENGTHS. 6. HOLDOWN REFERS TO SIMPSON STRONG TIE CO. HOLDOWNS. INSTALL HOLDOWNS AND REQUIRED POSTS PER 7/S1.3AND 14/S1.3SEE PLANS FOR OTHER REQUIREMENTS. 7. EDGE NAIL WALL SHEATHING TO STUDS OR POSTS WITH HOLDOWNS. 8. PORTIONS OF INTERIOR WALL SURFACES ADJACENT TO SPECIFIED SHEAR WALLS SHALL BE SHEATHED FOR THE FULL, UNINTERRUPTED LENGTH TO MATCH EXTERIOR WALLS OR WITH GYPSUM BOARD OF THE SAME THICKNESS TO PROVIDE AN EVEN WALL SURFACE FOR FINISH MATERIALS. 9. SHEAR WALLS MORE THAN ONE VERTICAL PANEL IN HEIGHT SHALL HAVE STAGGERED HORIZONTAL OR VERTICAL SPLICE JOINTS. 10. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6"oc ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3x OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. 11. ANCHOR BOLTS (AB) FOR SHEAR WALLS SHALL INCLUDE STEEL PLATE WASHERS, A MINIMUM OF 0.229 INCH BY 3 INCHES SQUARE IN SIZE, BETWEEN THE SILL PLATE AND NUT. THE HOLE IN THE PLATE WASHER IS PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO 3/16" LARGER THAN THE AB DIAMETER AND A SLOT LENGTH NOT TO EXCEED 13/4", PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND THE NUT. PLATE WASHER TO EXTEND WITHIN 1/2" OF SHEAR WALL SHEATHING UNO. PROVIDE OVERSIZED PLATE WASHER OR OFFSET AB AS REQUIRED. AT DOUBLE -SIDED SHEAR WALLS, STAGGER AB AS REQUIRED. AB TO BE PLACED A MINIMUM OF 41/2" AND A MAXIMUM OF 12" FROM ENDS OF ALL SILL PLATES AND AT NOTCHES IN SILL PLATES. 12. NO OPENINGS ARE ALLOWED IN SHEAR WALLS UNLESS SHOWN ON THE STRUCTURAL PLANS. OPENINGS NOTED ARE PER 6/S1.3 . COORDINATE ANY OPENINGS NOT SHOWN WITH THE STRUCTURAL ENGINEER. SHEAR WALL SCHEDULE ANCHORAGE SW APA RATED EXP 1 NAILING REMARKS %"0 BOLT FDN AT FRAMING 2 SHEATHING (PEN) 2x SILL 3x SILL 16d A35 SCREW OA 1%2" (32/16) CD 10d @ 6"oc 32"oc 48"oc 8"oc 24"oc 16"oc © 1Y32" (32/16) CD 10d @ 4"oc 24"oc 32"oc 4"oc 16"oc 12"oc © 15/32" (32/16) CD 10d @ 3"oc 16"oc 24"oc 4"oc 12"oc 8"oc 3x MIN AT ALL 0 1Y32" (32/16) CD 10d @ 2"oc - 16"oc (2) ROWS 8"oc 6"oc ADJOINING @ 3"oc PANEL OE 1 Y32 " (32/16) CD 10d ""oc @ 3 -oc 12 (2) ROWS 2"O0 6"oc (2) ROWS EDGES BOTH SIDES @ @ 6"O0 NOTES: 1. 2x SILL: SDS'/4x41/2" OR SDWS 0.22"x4". AT 3x SILL : SDS1/4x6" OR SDWS 0.22"x6" 2. FOR SCREW @ 6"oc OR LESS & DBL ROW OF ANCHORAGE PROVIDE 4x OR EQUIVALENT SB/RIM BLW. AT DBL ROW STGR ROWS TYPICAL. WOOD FRAMING NOTES 1. HEADERS, BEAMS, POSTS, TOP PLATE SPLICES, AND ETC., ARE PER1/S1.3 AND 4/S1.3 WHERE NOT NOTED ON PLAN AND DETAILS. WALLS AT SEISMIC SEPARATIONS SHALL BE CONSIDERED EXTERIOR WALLS. 2. ALL BEAMS AND JOISTS (EXCLUDING I JOISTS) SHALL BE SEAT CUT FOR FULL UNIFORM BEARING AT SUPPORTS, INCLUDING BEAM SEATS AND COLUMN CAPS. 3. THE GENERAL CONTRACTOR SHALL MEASURE GLULAM BEAM SIZES AND CAMBERS AS DELIVERED TO THE JOB SITE AND SHALL REPORT FINDINGS TO THE ENGINEER PRIOR TO ERECTION. PROVIDE 5,000 FT. RADIUS CAMBER ON ALL SIMPLE SPAN GLULAM BEAMS UNO. WHERE INDICATED ON PLAN, C = 3/4" INDICATES MIDSPAN CAMBER IN INCHES. 4. 31/2" AND 51/2" WIDTHS MAY BE SUBSTITUTED FOR 31/8" & 5'/8" WIDTHS, RESPECTIVELY, AT INDUSTRIAL APPEARANCE GRADE GLULAM MEMBERS UNO. 5. SEE 11/S1.3 FOR SHEATHING NAILING REQUIREMENTS. ALL NAILING NOT NOTED OR DETAILED OTHERWISE SHALL BE PER 131S1.3. NAIL LENGTH TO BE SUFFICIENT TO MEET CBC PENETRATION REQUIREMENTS. NAILS INTO PRESSURE TREATED MATERIAL SHALL BE HOT DIP GALVANIZED. NAILS AT BORATE TREATED LUMBER MAY BE CLEAR ZINC COATED. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AT EXTERIOR EXPOSURES. 6. EXTERIOR STUD WALL SHALL BE 2x6 @ 16"oc UNLESS NOTED OTHERWISE. INTERIOR BEARING WALLS AND SHEAR WALLS SHALL BE 2x6 @ 16"oc UNLESS NOTED OTHERWISE. SEE ARCHITECTURAL DRAWINGS FOR OTHER INTERIOR WALL FRAMING SIZES. COORDINATE STUD AND PLATE SIZES WITH THE REQUIREMENTS OF THE SHEAR WALL SCHEDULE. 7. WOOD POST SIZES ARE TO MATCH BEAM AND STUD WIDTH, UNO. WHERE POST OCCURS ABOVE RAISED FLOOR, PROVIDE SOLID BLOCKING AT FLOOR FRAMING TO MATCH WIDTH OF POST. PEN PER F/S0.1 TO POSTS AT ALL EXTERIOR WALLS AND INTERIOR SHEAR WALLS. POSTS AT HOLDOWNS TO BE FULL HEIGHT AND PER7/S1.3 8. FOR ROOF DRAINAGE, TOP OF FRAMING BETWEEN NOTED POINTS IS A STRAIGHT LINE. 9. ALL MECHANICAL SUPPLY AND RETURN OPENINGS TO BE BETWEEN FRAMING UNO. 10. HSS OR PIPE COLUMNS IN STUD WALLS ARE TO BE TRIMMED PER 6/S1.4. REFER TO PLANS AND DETAILS FOR OTHER REQUIREMENTS. 11. JOISTS AND RAFTERS ARE PER PLAN. UNLESS NOTED OTHERWISE, PROVIDE "LU" HANGER AT FLUSH FRAMING AND "HU" HANGER WHERE HANGER IS SHOWN SKEWED PER PLAN AND/OR HANGER SEAT IS INDICATED TO BE SLOPED. HANGER SIZE TO BE CORRECT FULL SIZE FOR JOIST SIZE (I.E. LU210 FOR 2x10). FILL ALL NAIL HOLES. 12. PROVIDE SOLID BLOCKING @ 8'-0"oc MAX FOR ALL 2x12 REPETITIVE FRAMING. PROVIDE SOLID BLOCKING OR SIMPSON TB X-BRIDGING @ 8'-0"oC MAX FOR ALL 11/2" LSL AND 13/4" LVL REPETITIVE FRAMING WITH A DEPTH OF 111/4" OR GREATER. 13. PROVIDE ADDITIONAL JOIST BELOW ALL OR ADJACENT TO NON-STRUCTURAL WALLS PARALLEL TO FRAMING, UNO. 14. ROUND HOLES IN STEEL PLATES TO BE %6" OVERSIZE. SLOTTED HOLES IN STEEL PLATES SHALL BE Y16" WIDER THAN THE BOLT DIAMETER AND HAVE A LENGTH OF 2 TIMES THE BOLT DIAMETER. THE DIRECTION OF THE SLOTTED LENGTH IS INDICATED ON THE DETAILS (VSH OR HSH). INSTALL BOLT AT THE CENTER LINE OF THE HOLE. BOLT HOLES IN WOOD SHALL BE ROUND AND Y32" OVERSIZE. CUT OFF BOLT THREADED END FLUSH WITH NUT WHEN REQUIRED BY FINISHES AND 1" MAXIMUM FROM NUT OTHERWISE. PROVIDE STANDARD CUT WASHERS UNDER HEAD AND NUT WHERE BOLT BEARS ON WOOD. USE PLATE OR MALLEABLE IRON WASHERS AT EXPOSED CONDITIONS OR AS INDICATED. 15. ALL BOLTED OR NAILED STRAP CONNECTIONS SHALL HAVE AN EQUAL NUMBER OF BOLTS OR NAILS EACH SIDE OF THE SPLICE JOINT. THE FIRST BOLT OR NAIL FROM EACH SIDE OF THE SPLICED OR STRAPPED MEMBER SHALL BE EQUIDISTANT FROM THE SPLICE. STRAPS USING 16d NAILS ON 2x MATERIAL TO BE INSTALLED ON THE 11/2" EDGE OF THE MEMBER. 16. THE CONTRACTOR SHALL VERIFY THAT THE MOISTURE CONTENT OF ALL FRAMING LUMBER AND SHEATHING MEET THE REQUIREMENTS OF THE SPECIFICATIONS AT THE TIME OF INSTALLATION AND AT CLOSE -IN. THE CONTRACTOR SHALL PROVIDE ALLOWANCE FOR DIFFERENTIAL SHRINKAGE BETWEEN FLOORS, ETC. 17. VENTING IS REQUIRED IN ENCLOSED FRAMING AREAS, SAD. DRILL BLOCKING AND LEDGERS AND PROVIDE SKIP BLOCKING AS DETAILED. 18. ALL SHEATHING SHALL HAVE 1/8" GAP AT ALL EDGES AND JOINTS. TYPICAL SHEATHING: A. FLAT ROOF SHEATHING (SLOPE 2:12 OR LESS): '%2" T&G APA RATED SHEATHING (40/20) EXP 1 WITH 10d @ 6"oc EDGES (PEN) AND 12"oc FIELD UNO ON PLANS. LAY PERPENDICULAR TO FRAMING MEMBERS. BLOCK EDGES WITH 2x4 LAID FLAT WHERE NOTED ON THE PLANS AND DETAILS. NO PANELS LESS THAN 24" WIDE SHALL BE USED. STAGGER SHEETS. B. SLOPING ROOF SHEATHING (SLOPE GREATER THAN 2:12): 1Y32" APA RATED SHEATHING (32/16) EXP 1 WITH 10d @ 6"oc EDGES (PEN) AND 12"oc FIELD UNO ON PLANS. LAY PERPENDICULAR TO FRAMING MEMBERS. PROVIDE SHEATHING CLIPS AT UNSUPPORTED EDGES UNLESS NOTED TO BE BLOCKED ON PLANS. NO PANELS LESS THAN 24" WIDE SHALL BE USED. STAGGER SHEETS. C. SLOPING ROOF SHEATHING OVER DECKING: 1Y32"APA RATED SHEATHING (32/16) EXP 1 OVER 2x CEDAR DECKING WITH 10d x 11/2" @ 6"oc (OR 14ga STAPLES @ 4" oc) EDGES (PEN) AND 12"oc FIELD UNO. D. FLOOR SHEATHING: 2Y32" T&G APA RATED SHEATHING (48/24) EXP 1 WITH 10d @ 6"oc EDGES (PEN) AND 12"oc FIELD UNO ON PLANS. LAY PERPENDICULAR TO & GLUE TO FRAMING MEMBERS IMMEDIATELY PRIOR TO FULL NAILING (DO NOT SPOT NAIL). BLOCK EDGES WITH 2x4 LAID FLAT AS NOTED ON THE PLANS AND DETAILS. NO PANELS LESS THAN 24" WIDE SHALL BE USED. STAGGER SHEETS. ALTERNATE FASTENER: SIMPSON WSV #9x2" MIN SCREW (ICC ESR-1472). MIN 11/4" FRAMING/BLOCKING EMBEDMENT. FOUNDATION NOTES 1. ALLOWABLE (ASD) FOUNDATION DESIGN PRESSURES ARE: MAT SLAB FOUNDATION: DEAD LOAD + LIVE LOAD = 2,250 PSF DEAD LOAD + LIVE LOAD + LATERAL = 3,000 PSF 2. ALL SOILS WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND THE REQUIREMENTS OF THE GEOTECHNICAL REPORT NOTED BELOW, AND CHAPTER 18 OF THE CBC. ALL FOUNDATIONS SHALL BEAR ON ENGINEERED FILL AT OR EXCEEDING DEPTHS SHOWN ON THE DRAWINGS. ENGINEERED FILL TO BE COMPACTED PER GEOTECHNICAL REPORT. INCREASE FILL AND OR FOOTING DEPTH AS REQUIRED BY GEOTECHNICAL ENGINEER. ALL FOOTING EXCAVATIONS SHALL BE AS NEAT AS PRACTICABLE. MAXIMUM OVER EXCAVATION IN WIDTH SHALL BE LESS THAN 12 INCHES OR 25% OF FOOTING WIDTH, WHICH EVER IS LESS. 6 INCHES MAXIMUM PER SIDE. LARGER OVER -EXCAVATIONS IN WIDTH SHALL BE FILLED WITH ADDITIONAL REINFORCED CONCRETE AS DIRECTED BY THE ENGINEER, OR FORMWORK SHALL BE PROVIDED. OVER -EXCAVATIONS IN DEPTH MAY BE FILLED WITH LEAN CONCRETE OR COMPACTED APPROVED BACKFILL. ALL LOOSE SOILS SHALL BE REMOVED FROM EXCAVATIONS PRIOR TO PLACEMENT OF REINFORCING OR CONCRETE. GEOTECHNICAL REPORT BY: GEOCON WEST, INC REPORT NO. W1729-88-01 DATED: MARCH 6, 2025 REV1 PREPARED BY: PETRINA ZEN ADDRESS: 2807 MCGAW AVENUE, IRVINE, CA 92614 PHONE: 949.491.6570 3. USE 5/8" DIAMETER x 12" (18" AT CURBS) ANCHOR BOLTS (AB) AT 48"oc WHERE NOT OTHERWISE NOTED. MINIMUM EMBEDMENT INTO CONCRETE IS 7" (EXCLUDING CURB) UNLESS DETAILED OTHERWISE. ANCHOR BOLTS ARE TO BE TIED IN PLACE PRIOR TO PLACEMENT OF CONCRETE. SEE SHEAR WALL SCHEDULE FOR ADDITIONAL REQUIREMENTS. MINIMUM TWO ANCHOR BOLTS PER SILL PIECE. 4. TYPICAL SLAB: THICKNESS AND REINFORCING PER 1/S4.1 OVER VAPOR RETARDER (PER SPECIFICATIONS) AND 4" CLEAN AGGREGATE OR FREE DRAINING CRUSHED ROCK ON SUBGRADE PER THE GEOTECHNICAL RECOMMENDATIONS, AND AS APPROVED BY THE GEOTECHNICAL ENGINEER. DO NOT DRIVE CONCRETE TRUCKS OR LARGE SCREED MACHINES ON VAPOR RETARDER WITHOUT ADDITIONAL BUFFER MATERIAL AND APPROVAL FROM THE STRUCTURAL ENGINEER. 5. REFER TO ARCHITECTURAL AND PLUMBING DRAWINGS FOR DEPRESSED SLABS FOR ARCHITECTURAL FLOORING OR INSERTS, SLOPED SLABS TO DRAIN AND PIPES OR CONDUITS AT SLAB. SEE 4/S1.2 & 5/S1.2 AT DEPRESSED SLAB & 2/S1.2 FOR PIPES AND CONDUITS. 6. FORMWORK STAKES ARE NOT PERMITTED WITHIN CONCRETE PLACEMENTS. IF REQUIRED, PROVIDE STEEL STAKES SLEEVED WITH PLASTIC PIPE OR SOLID PLASTIC STAKES; WOOD STAKES NOT PERMITTED. FLUSH CUT SLEEVE OR STAKE AND FILL SLEEVES IMMEDIATELY WITH GROUT. WHERE STAKES PENETRATE VAPOR RETARDER, TAPE OR SEAL PER MANUFACTURER'S RECOMMENDATIONS. SPECIAL INSPECTION BY OWNERS TESTING AGENCY SPECIAL INSPECTIONS AND TESTING SHALL BE PERFORMED BY AN APPROVED AGENCY IN ACCORDANCE WITH CBC CHAPTER 17 AND THE STATEMENT OF SPECIAL INSPECTIONS AS REQUIRED BY CBC SECTIONS 1704.2.3 AND 1704.3 FOR BUILDING STRUCTURAL ELEMENTS SUMMARIZED AS FOLLOWS: 1. SHOP FABRICATION OF STRUCTURAL LOAD -BEARING MEMBERS AND ASSEMBLIES PER CBC SECTION 1704.2.5 OR ALTERNATIVELY, APPROVED FABRICATORS SHALL SUBMIT A CERTIFICATE OF COMPLIANCE PER CBC SECTION 1704.2.5.1 INCLUDING GLULAM BEAM INSPECTION CERTIFICATES. 2. STRUCTURAL STEEL CONSTRUCTION PER CBC SECTIONS 1705.2, 1705.13.1, 1705.14.1, AND TABLE 1705.2.3 INCLUDING MATERIAL IDENTIFICATION, SHOP AND FIELD WELDING, AND INSTALLATION OF HIGH -STRENGTH BOLTS. 3. CONCRETE CONSTRUCTION PER CBC SECTIONS 1705.3, AND TABLE 1705.3 INCLUDING FORMWORK, REINFORCING STEEL, CAST -IN -PLACE BOLTS, MIX DESIGNS, CONCRETE SAMPLES, AND PLACEMENT FOR ALL CONCRETE. REINFORCING DOWELS FROM FOOTINGS TO RETAINING WALLS SHALL BE INSPECTED PRIOR TO PLACEMENT OF FOOTING CONCRETE AND WALL GROUT OR CONCRETE. CONTINUOUS OR ISOLATED SPREAD FOOTINGS WITH DESIGN STRENGTH NO GREATER THAN 2500 PSI, NON-STRUCTURAL SLABS ON GRADE, AND EXTERIOR FLATWORK DO NOT REQUIRE SPECIAL INSPECTION PER CBC SECTION 1705.3. 4. WOOD CONSTRUCTION PER CBC SECTIONS 1705.5, 1705.12.1, AND 1705.13.2 INCLUDING NAILING, BOLTING, AND ANCHORING OF ALL DRAG STRUTS; TOP PLATE SPLICES, LEDGER SPLICES, SIMPSON HARDWARE, BRACES, AND HOLDOWNS; AND NAILING, BOLTING, AND ANCHORING OF ALL SHEAR WALLS, SHEAR PANELS, AND DIAPHRAGMS WHERE THE FASTENER SPACING OF THE SHEATHING IS 4" APART OR LESS. 5. SOILS PER CBC SECTION 1705.6, TABLE 1705.6, AND THE APPROVED SOILS REPORT INCLUDING SUBGRADE PREPARATION, FOUNDATION BEARING MATERIALS AND DEPTH OF EXCAVATIONS, AND VERIFICATION, PLACEMENT AND TESTING OF CONTROLLED FILL. 6. SPECIAL CASES PER CBC SECTION 1705.1.1 AND PRODUCT ICC REPORTS FOR ALL STRUCTURAL MATERIALS AND SYSTEMS REQUIRED TO BE INSTALLED IN ACCORDANCE WITH ADDITIONAL MANUFACTURER'S INSTRUCTIONS THAT PRESCRIBE REQUIREMENTS NOT CONTAINED IN THE CBC OR REFERENCED STANDARDS INCLUDING POST -INSTALLED ANCHOR BOLTS IN CONCRETE AND SIMPSON YIELD LINK CONNECTORS. DESIGN CRITERIA DESIGN CRITERIA: 2022 CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 2 (CBC) ASCE 7-22 (REQUEST FOR MODIFICATION TO PROVISIONS OF TITLE 15 FORM ON S0.2 AND SEE SCOPE DESCRIPTION) FLOOR LIVE LOAD: 40 PSF (REDUCIBLE) - DORMITORIES 100 PSF (REDUCIBLE) - LIBRARY ROOF LIVE LOAD: 20 PSF (REDUCIBLE) ROOF DEAD LOAD: 22 PSF FLOOR DEAD LOAD: 30 PSF RISK CATEGORY: IV WIND DATA: ULTIMATE WIND SPEED (3 SEC GUST) IN MPH: 106 WIND EXPOSURE: D INTERNAL WIND PRESSURE COEFFICIENT (GCPI) = ±0.18 COMPONENTS AND CLADDING DESIGN PRESSURES FOR SYSTEMS DESIGNED BY OTHERS SHALL COMPLY WITH THE "ASCE 7-22" DESIGN STANDARD EARTHQUAKE DATA: SEISMIC IMPORTANCE FACTOR, le: 1.5 MAPPED SPECTRAL RESPONSE ACCELERATIONS: SS = 1.58; S1 = 0.51 SITE CLASS: D SPECTRAL RESPONSE COEFFICIENTS: SIDS = 1.15; SD1 = 0.80 SEISMIC DESIGN CATEGORY: D SEISMIC FORCE RESISTING SYSTEM(S): WOOD FRAMED SHEAR WALLS, SPECIAL STEEL MOMENT FRAMES RESPONSE MODIFICATION FACTOR(S): R = 6.5, 8 OVERSTRENGTH FACTOR(S): 0 = 3,3 DESIGN BASE SHEAR: 108 KIPS, 88 KIPS (ULTIMATE) SEISMIC RESPONSE COEFFICIENT(S), CS = 0.266, 0.216 (ULTIMATE) ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE MAXIMUM ANTICIPATED STORY DRIFT = 0.01 X HEIGHT PROVIDE DEFORMATION COMPATIBILITY PER ASCE 7 SECTION 12.12.5 FOR NON-STRUCTURAL ITEMS, INCLUDING CLADDING, STAIRS, GLAZING, ETC. SCOPE: NEW 2-STORY LIBRARY AND FIRE STATION HYBRID BUILDING. NOTE THAT BUILDING DESIGN IS UNDER THE CALIFORNIA BUILDING CODE 2022, BUT UTILIZES THE ASCE 7-22 DESIGN CODE PRIOR TO BEING ADOPTED. THIS IS TO UTILIZE HIGHER RESOLUTION TSUNAMI ZONE MAPPING FROM ASCE 7-22 WHICH IMPACT THE DESIGN OVERALL. SEE REQUEST FOR MODIFICATION TO PROVISIONS OF TITLE 15 FORM. GENERAL NOTES 1. REFER TO SHEETS S1.1, S1.2, S1.3, S1.4 AND S1.5 FOR STANDARD DETAILS OF CONSTRUCTION. REFER TO THE PROJECT SPECIFICATIONS FOR MATERIALS AND METHODS. 2. BUILDING DIMENSIONS SHOWN ARE FOR GENERAL REFERENCE ONLY. SEE ARCHITECTURAL DRAWINGS (SAD) FOR ALL ACTUAL BUILDING DIMENSIONS. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER SO CLARIFICATION CAN BE MADE PRIOR TO COMMENCING WORK. 3. STRUCTURAL DRAWINGS SHALL NOT BE SCALED. ALL DIMENSIONS AND FIT SHALL BE DETERMINED AND VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCING WORK. 4. DETAILS NOT FULLY OR SPECIFICALLY SHOWN SHALL BE OF SAME NATURE AS OTHER SIMILAR CONDITIONS. 5. REFER TO ARCHITECTURAL DRAWINGS FOR SIDEWALK SLABS AND DIMENSIONS. 6. COORDINATION OF MECHANICAL, ELECTRICAL, PLUMBING, AND SITE UTILITY SYSTEMS WITH THE STRUCTURAL SYSTEM IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. USE DETAILS ON SHEETS S1.1 THROUGH S1.5. AT CONDITIONS WHERE THESE DETAILS DO NOT APPEAR TO APPLY, NOTIFY THE STRUCTURAL ENGINEER PRIOR TO INSTALLATION. AT CONDITIONS WHERE FIELD MODIFICATIONS OF MECHANICAL, ELECTRICAL, PLUMBING, OR SITE UTILITIES AFFECT STRUCTURAL SYSTEMS, NOTIFY STRUCTURAL ENGINEER PRIOR TO INSTALLATION. 7. VERIFY WEIGHTS AND LOCATIONS OF MECHANICAL UNITS WITH MECHANICAL ENGINEER PRIOR TO PLACEMENT. UNITS VARYING OVER 10% IN WEIGHT SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER PRIOR TO INSTALLATION (MECHANICAL WEIGHTS SHOWN ARE MAXIMUM). CONTRACTOR TO VERIFY MECHANICAL UNIT SIZES AND WEIGHTS AS INSTALLED PRIOR TO INSTALLATION OF SPECIAL FRAMING TO ENSURE CORRECT PLACEMENT UNDER CURBS, ETC. SEE 7/S1.4. 8. SHORING, SCAFFOLDING, AND BRACING DESIGN, MATERIALS AND INSTALLATION SHALL BE PROVIDED BY THE GENERAL CONTRACTOR, AND SHALL BE ADEQUATE FOR ALL LOADS. LEAVE IN PLACE AS LONG AS MAY BE REQUIRED FOR SAFETY AND UNTIL FINAL STRUCTURAL CONSTRUCTION IS COMPLETED. 9. SPECIAL INSPECTIONS ARE REQUIRED PER D/S0.1 AND THE TESTING AND INSPECTION FORM. 10. VEHICULAR TRAFFIC, HEAVY EQUIPMENT AND MATERIAL STAGING SHALL NOT BE ALLOWED ADJACENT TO ANY RETAINING/BASEMENT WALL, NEW OR EXISTING WITHIN A HORIZONTAL DISTANCE EQUAL TO THE WALL HEIGHT MEASURED FROM THE BOTTOM OF FOOTING OR 5'-0" WHICHEVER IS GREATER, UNLESS APPROVED BY THE STRUCTURAL ENGINEER OR NOTED OTHERWISE. WITHIN THIS ZONE, ONLY HAND -OPERATED EQUIPMENT ("WHACKERS", VIBRATORY PLATES, OR PNEUMATIC COMPACTORS) SHALL BE USED TO COMPACT THE BACKFILL SOILS. BACKFILL & DRAINAGE ARE PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. DO NOT BACKFILL UNTIL CONCRETE HAS REACHED SPECIFIED STRENGTH AND 14 DAYS MINIMUM. 11. STRUCTURAL OBSERVATION PER CBC SECTION 1704.6 IS REQUIRED. NOTIFY ZFA FOR GENERAL ON SITE REVIEW OF: • MAT SLAB REINFORCING. • WOOD SHEAR WALLS, SHEAR PANELS AND FLOOR/ROOF DIAPHRAGMS, INCLUDING NAILING, BOLTING, ANCHORAGE AND OTHER FASTENING TO OTHER COMPONENTS OF THE SEISMIC FORCE RESISTING SYSTEM. • STRUCTURAL WOOD FRAMING. • STEEL FRAMING. NOTIFY ZFA FOR REVIEW PRIOR TO COVERING ABOVE LISTED WORK. PROVIDE 2 WORKING DAYS MINIMUM SCHEDULING NOTICE PRIOR TO REVIEW DATE. 12. SUBMIT ENGINEERING FOR DEFERRED APPROVAL ITEMS TO ARCHITECT/ENGINEER OR REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE, WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE FABRICATED OR INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. DEFERRED APPROVAL ITEMS SHALL BE DESIGNED AND DETAILED BY MANUFACTURER TO ACCOMMODATE HORIZONTAL AND VERTICAL MOVEMENTS AS NOTED IN STRUCTURAL DRAWINGS. GENERAL CONTRACTOR SHALL REVIEW AND APPROVE DIMENSIONS AND DETAILS SHOWN ON THE SHOP DRAWINGS PRIOR TO SUBMITTAL. MANUFACTURER TO PROVIDE DRAWINGS AND CALCULATIONS DESIGNED IN ACCORDANCE WITH THE CBC AND SPECIFICATIONS, PREPARED AND SIGNED BY A CALIFORNIA LICENSED CIVIL OR STRUCTURAL ENGINEER FOR THE FOLLOWING ITEMS, UNLESS NOTED OTHERWISE: A. STORE FRONT AND GLAZING: INCLUDE ATTACHMENTS TO STRUCTURE. B. FIRE SPRINKLERS, INCLUDING SEISMIC BRACING AND HANGERS FOR PIPING 21/2"0 OR GREATER. TO BE PREPARED AND STAMPED BY A CALIFORNIA LICENSED MECHANICAL ENGINEER. C. APPARATUS BAY (4) FOLD SYSTEMS: INCLUDE ATTACHMENTS TO STRUCTURE AND CONFORMANCE TO MAXIMUM ANTICIPATED STORY DRIFT PERA/S0.1 . cDar DESIGN GROUP 200 E STREET, SANTA ROSA, CA 95404 619.698.9177 1 www.coargroup.com ZFA STRUCTURAL ENGINEERS 250 d street I suite 200 zfa.com santa rosa ca 95404 707.526.0992 zfa job no. 24071 copyright © 2025 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. _ PR�F��oNa, 12/10/2025 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 I DESCRIPTION: DATE: BID SET 12/15/251 PROJECT NUMBER: 24071 SHEET TITLE: GENERAL NOTES AND SPECIFICATIONS SHEET NUMBER: ZFA STRUCTURAL ENGINEERS NEWPORT LIBRARY AND FIRESTATION NO. 1 project name SPECIAL INSPECTIONS AND TESTING SHALL BE KCM 24071 PERFORMED BY AN APPROVED AGENCY IN Testing & Special Inspection Form ACCORDANCE WITH CBC CHAPTER 17 AND THE STATEMENT OF SPECIAL INSPECTIONS AS REQUIRED BY engineer job # CBC SECTIONS 1704.2.3 AND 1704.3 FOR BUILDING STRUCTURAL ELEMENTS SUMMARIZED AS FOLLOWS: MATERIAL TEST OR SPECIAL INSPECTION PERIODIC CONTINUOUS CBC CODE REFERENCE & KinTFc C E C V ■ ■ ■ ■ M ■ 0 ■ E2 M 0 ■ C ■ ■ ■ ■ 0 ■ M C fl M 6� 77 Cl) LO N O N N STEEL INSPECT SHOP FABRICATION OF STRUCTURAL LOAD -BEARING X 1704.2.5, 1704.2.5.1 MEMBERS AND ASSEMBLIES EXCEPTION: APPROVED FABRICATORS SUBMIT CERTIFICATE OF COMPLIANCE STEEL VERIFY MATERIAL IDENTIFICATION X 1705.2.1 STEEL INSPECT THE FOLLOWING WELDS: SINGLE PASS FILLET 5 s/,6", METAL X 1705.2.1, 1705.12.1 DECK, STUDS, CFS, STAIR AND RAILING SYSTEMS, AND REINFORCING STEEL STEEL INSPECT THE FOLLOWING WELDS: SINGLE PASS FILLET > s/,6", MULTI- X 1705.2.1, 1705.12.1 PASS FILLET, GROOVE, PLUG, AND SLOT STEEL INSPECT OPEN -WEB STEEL JOISTS & JOIST GIRDERS X 1705.2.1, TABLE 1705.2.3 STEEL INSPECT HIGH -STRENGTH BOLTS X 1705.2.1, 1705.12.1 STEEL PERFORM NONDESTRUCTIVE TESTING 1705.2.1, 1705.13.1 CONCRETE VERIFY USE OF REQUIRED DESIGN MIX X 1705.3, TABLE 1705.3 CONCRETE INSPECT SIZE, GRADE, AND PLACEMENT OF REINFORCEMENT X 1705.3, TABLE 1705.3 CONCRETE FABRICATE CONCRETE SPECIMENS FOR STRENGTH TESTS X 1705.3, TABLE 1705.3 CONCRETE INSPECT FORMWORK X 1705.3, TABLE 1705.3 CONCRETE INSPECT ADHESIVE ANCHORS TO RESIST SUSTAINED TENSION X TABLE 1705.3 CONCRETE INSPECT ADHESIVE ANCHORS TO RESIST TEMPORARY TENSION OR X TABLE 1705.3 SHEAR, SCREW ANCHORS, AND EXPANSION ANCHORS SHOTCRETE INSPECT SHOTCRETE PLACEMENT, TEST PANELS, AND PRODUCTION X 1705.3, TABLE 1705.3,1908.5, PANELS 1908.10 MASONRY TEST NET COMPRESSIVE STRENGTH 1705.4 MASONRY INSPECT PLACEMENT OF MASONRY UNITS AND CONSTRUCTION OF X 1705.4 MORTAR JOINTS MASONRY INSPECT SIZE, GRADE, AND PLACEMENT OF REINFORCEMENT X 1705.4 MASONRY INSPECT TYPE, SIZE, AND PLACEMENT OF ANCHOR BOLTS X 1705.4 WOOD INSPECT NAILING, BOLTING, AND ANCHORING OF ALL DRAG STRUTS; X 1705.5, 1705.11.1,1705.12.1 TOP PLATE SPLICES, LEDGER SPLICES, SIMPSON HARDWARE, BRACES, AND HOLDOWNS; AND NAILING, BOLTING, AND ANCHORING OF ALL SHEAR WALLS, SHEAR PANELS, AND DIAPHRAGMS WHERE THE FASTENER SPACING OF THE SHEATHING IS 4" APART OR LESS SOILS INSPECT COMPACTED FILL X 1705.6, TABLE 1705.6 SOILS INSPECT SUBGRADE X 1705.6, TABLE 1705.6 DRIVEN PILE FDN INSPECT PILE MATERIALS, SIZES AND LENGTHS, TEST PILES, DRIVING X 1705.7, TABLE 1705.7 OPERATIONS AND PLACEMENT DRIVEN PILE FDN INSPECT STEEL PILE X 1705.7, TABLE 1705.7,1705.2 DRIVEN PILE FDN INSPECT CONCRETE PILE X 1705.7, TABLE 1705.7,1705.3 DRILLED CONCRETE INSPECT DRILLING OPERATIONS, PIER SIZE, EMBEDMENT, AND X 1705.8, TABLE 1705.8 PIER FDN END -BEARING STRATA (IF APPLICABLE) DRILLED CONCRETE INSPECT REINFORCEMENT AND CONCRETE X 1705.8, TABLE 1705.8,1705.3 PIER FDN SPECIAL CASES INSPECT INSTALLATION PER MANUFACTURER'S INSTRUCTIONS X 1705.1.1 COLD- FORMED STEEL INCLUDING WELDING OPERATIONS, SCREW ATTACHMENT, BOLTING, X 1705.11.2, 1705.12.3 ANCHORING, AND OTHER FASTENINGS OF ELEMENTS OF THE SEISMIC FORCE RESISTING SYSTEM INCLUDING SHEAR WALLS, BRACES, DIAPHRAGMS, COLLECTORS, AND HOLD-DOWNS. EXCEPTION: NOT REQUIRED WHERE DIAPHRAGM AND SHEAR WALL SCREW SPACING IS GREATER THAN 4" ON CENTER. STRUCTURAL INSPECT MATERIAL, SHOPE AND FIELD WELDING, AND INSTALLATION X 1705.2, 1705.12.1,1075.13.1, ALUMINUM/ STAINLESS OF FASTENERS TABLE1705.2.3 STEEL r � 41 rrraA�l~ CITY Sfli3 CITY OF NEWPORT BEACH MMUNTT1'' 13F.VE1.OF'MENT DEP+ ATINi7lYT RL LLJa1_NG I}11111SIOLA 100 rw 0~ Db ! 11.0 Q4a 1 TEA I Ne%ydr fr Fleaun. CA gm"214 ffim.OJppLPOpe PA.- ,•y ISLgSI; U4-3,; 70 CAE no � FIvI;F�MIL�STAFF UZE ONLY �R OF T P$f; Y44 FG'IFIdM TO F�201'13idN n,ll f.nrlr N MS- e f5I FITLQ 9 rPFRE CDt9E�CLR TITLE 16 IE'drLDIN,3?ZOE', QF C-Hq NESNP'ORT BEACH MUNX /PAL CC�E r_rr.T�lrcy _mmekra=n S �+.nrrrr hn FIe11-.':I, A:1}-IS•KI :F'#m n1ol USe#Bul�ilx of Lbw I'-+grltl �Iriw - kf�l]E�i FOR ALTERNATE RIATF�IIAI 117f-fW&rx'la,<r T� _ UP METHOD flf C04a RLJCr 10N 1I.,rrod Dv _. _ : aorjY rxaax36 Ls• A.)mItiscl IF-falfil tJc. M Mnrrn I ea due Fir �b J�44tJf fS. 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QI'wpm tt 7Y The Request In: , r�ra�od ._ ❑ 0enW j:54m nr'F1rJa1 for aprtcrr erftrmaman r ❑ Uridlidd eFNif lrc rhoon r ufYo* CvrrdNlans of AppmQ l" �� p��'HI�F HUI� �'Jf� ��Drde w c � �•* � I'nllr njwniv J.L'?.rt- i � Ar+ar1 OF rYVE5113H AC.TrON TO 7 H E &RLL t30A M C' F APP rSm AIII mmoI i91TwI..r +41Yn,r,I III r Tidnw-mr.L cr If+a ippoW r �F N li r ram r�rt¢ I CASHIER RECEIPT NUMBER J�01hponi CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT I BUILDING DIVISION STRUCTURAL OBSERVATION GENERAL NOTES 1. STRUCTURAL OBSERVATION IS REQUIRED FOR THIS PROJECT IN 7. IF THE CITY'S FORM IS NOT USED, REPORTS SHALL BE ON STRUCTURAL ACCORDANCE WITH CBC 1710. STRUCTURAL OBSERVATION IS THE VISUAL OBSERVER'S LETTERHEAD, STATE SITE ADDRESS, PLAN CHECK & PERMIT OBSERVATION OF THE STRUCTURAL SYSTEM BY A LICENSED DESIGN NUMBERS, STAGES & ELEMENTS OBSERVED, DATE OBSERVED, & COMPLETE PROFESSIONAL FOR GENERAL CONFORMANCE TO THE APPROVED CONTACT INFORMATION FOR STRUCTURAL OBSERVER. CONSTRUCTION DOCUMENTS. 8. ALL STRUCTURAL OBSERVATION REPORTS, REGARDLESS OF FORM USED, 2. STRUCTURAL OBSERVATION DOES NOT WAIVE THE RESPONSIBILITY FOR THE SHALL INCLUDE THE LICENSE STAMP & SIGNATURE OF THE STRUCTURAL REQUIRED INSPECTIONS BY THE CITY OF NEWPORT BEACH. OBSERVER RESPONSIBLE FOR THE PROJECT. 3. THE OWNER SHALL EMPLOY A LICENSED DESIGN PROFESSIONAL TO PERFORM 9. EACH STRUCTURAL OBSERVATION REPORT SHALL BE GIVEN TO THE OWNER STRUCTURAL OBSERVATION SITE VISITS, AND TO ISSUE ALL STRUCTURAL OR OWNER'S REPRESENTATIVE, PROJECT CONTRACTOR, AND THE BUILDING OBSERVATION REPORTS. INSPECTOR. 4. THE DESIGN ENGINEER SHALL IDENTIFY THE REQUIRED STRUCTURAL 10. THE CONTRACTOR SHALL RESOLVE ALL DEFICIENCIES & THE FINAL OBSERVATION SITE VISITS ON THE STRUCTURAL OBSERVATION SCHEDULE. STRUCTURAL OBSERVATION REPORT ISSUED PRIOR TO FINAL INSPECTION OR 5. THE REQUIRED SITE VISITS SHALL AT A MINIMUM INCLUDE THE FOLLOWING: ACCEPTANCE OF STRUCTURAL WORK BY THE BUILDING INSPECTOR. A. OBSERVATION OF THE FOUNDATION SYSTEM PRIOR TO FINAL CONCRETE 11. THE FINAL STRUCTURAL OBSERVATION REPORT SHALL STATE THAT THE POUR; STRUCTURAL SYSTEM CONFORMS TO THE APPROVED CONSTRUCTION B. OBSERVATION OF BUILDING FRAMING PRIOR TO CALLING FOR THE CITY DOCUMENTS & THAT ALL PREVIOUSLY OBSERVED DEFICIENCIES HAVE BEEN OF NEWPORT BEACH "COMPLETE FRAMING INSPECTION"; AND, CORRECTED. C. FINAL OBSERVATION OF THE COMPLETED STRUCTURE. 12. FINAL INSPECTION OR OTHER ACCEPTANCE OF THE STRUCTURAL SYS- TEM ADDITIONAL SITE VISITS MAY BE NEEDED AS DETERMINED BY THE DESIGN BY THE CHIEF BUILDING OFFICIAL, OR DESIGNEE, WILL NOT OCCUR UNTIL THE ENGINEER OR STRUCTURAL OBSERVER. FINAL STRUCTURAL OBSERVATION REPORT IS RECEIVED. 6. THE STRUCTURAL OBSERVER SHALL PREPARE A STRUCTURAL OBSERVATION 13. THE LICENSED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL REPORT FOR EACH STAGE OF CONSTRUCTION OBSERVED. THE CITY OF PREPARE ALL CONSTRUCTION DOCUMENT CHANGES RELATING TO THE NEWPORT BEACH "STRUCTURAL OBSERVATION REPORT" FORM, OR A STRUCTURAL SYSTEMS. REVIEW & APPROVAL OF SUCH CHANGES BY THE SIMILARLY FORMATTED REPORT, SHALL BE USED FOR ALL STRUCTURAL CHIEF BUILDING OFFICIAL, OR DESIGNEE, SHALL BE OBTAIN BY THE DESIGN OBSERVATION REPORT. PROFESSIONAL AND/OR CONTRACTOR PRIOR TO INSTALLATION AND/OR CONSTRUCTION OF SAID CHANGES. STRUCTURAL OBSERVATION SCHEDULE SITE ADDRESS: 110 E BALBOA BLVD, NEWPORT BEACH, CA PC #: XC2025-5052 TO BE COMPLETED BY THE DESIGN ENGINEER, AND INCLUDED ON THE CONSTRUCTION DRAWINGS. BASED ON THE PROJECT SCOPE, PLEASE IDENTIFY THE ELEMENTS AND/OR CONNECTIONS THAT REQUIRE STRUCTURAL OBSERVATION. SPECIFY THE INTERVAL OR STAGE OF CONSTRUCTION WHEN THE STRUCTURAL OBSERVATION WILL BE PERFORMED. TYPE STRUCTURAL ELEMENTS AND/OR SCHEDULED INTERVAL OR STAGE OF CONSTRUCTION CONNECTIONS TO BE OBSERVED O FOOTINGS, SLAB FOUNDATION, ANCHORS rn 0 0 MAT FOUNDATION, PRESTRESSED CONC. SLAB (1) REVIEW. REINFORCEMENT COMPLETE, PRIOR TO POUR c M CAISSON, PILE, GRADE BEAM O LL rE3 OTHER: 0 CONCRETE N J O MASONRY w U1 WOOD OR MANUFACTURED SHEAR PANELS (1) REVIEW. SW, SHEAR TRANSFER, & HDS PRIOR TO ARCH FINISHES. x 0 OTHER: M STEEL MOMENT OR BRACED FRAME REVIEW STL SHOP DRAWINGS AND (1) REVIEW OF ERECTED STEEL w Ij CONCRETE MOMENT FRAME u_ Q MASONRY WALL FRAME El OTHER: (1) REVIEW, WD FRAMING AND LATERAL TIES PRIOR TO ARCH FINSH O CONCRETE 2 STEEL DECK a 0 WOOD (1) REVIEW PRIOR TO ARCHITECTURAL FINISHES. C1 OTHER: FINAL 0 FINAL OBSERVATION & REPORT AFTER ALL SITE VISITS HAVE OCCURRED. FORMSISTRUCTURAL OBSERVATION GENERAL NOTES & SCHEDULE 10-2011 ABBREVIATIONS AB ANCHOR BOLT FTG FOOTING PNL PANEL ABV ABOVE FW FIELD WELD PSF POUNDS PER SQUARE FOOT AC AIR CONDITIONING GA GAGE or GAUGE PSI POUNDS PER SQUARE INCH ADJ ADJACENT GALV GALVANIZED PSL PARALLEL STRAND LUMBER ADDL ADDITIONAL GB GRADE BEAM PTDF PRESSURE TREATED ALT ALTERNATE GL GRIDLINE DOUGLAS FIR ALUM ALUMINUM GLB GLUE LAMINATED BEAM PT POINT ARCH ARCHITECT GR GRADE R RADIUS AYC ALASKAN YELLOW CEDAR HD HOLD DOWN RBS REDUCED BEAM SECTION AT HDG HOT -DIP GALVANIZED RFTR RAFTER BF BRACED FRAME HDR HEADER REF REFERENCE BLDG BUILDING HGR HANGER REINF REINFORCING BLK/BLKG BLOCK/BLOCKING HK HOOK REQD REQUIRED BLW BELOW HORIZ HORIZONTAL RET RETAINING BM BEAM HSB HIGH STRENGTH BOLT REV REVISION BN BOUNDARY NAIL HSG HIGH STRENGTH GROUT RF ROOF BOT BOTTOM HSH HORIZONTAL SLOTTED RWD REDWOOD BRG BEARING HOLE S AMERICAN STANDARD BEAM BTWN BETWEEN HSS HOLLOW STRUCTURAL SAD SEE ARCHITECTURAL BU BUILT-UP SECTION DRAWINGS BYND BEYOND HT HEIGHT SB SOLID BLOCK C AMERICAN STANDARD ID INSIDE DIAMETER SC SLIP CRITICAL CHANNEL IJ I SHAPED WOOD BUILT SCD SEE CIVIL DRAWINGS CA CALIFORNIA UP TRUSS SCHED SCHEDULE CANT CANTILEVER INT INTERIOR SED SEE ELECTRICAL DRAWINGS CB CARRIAGE BOLT JST JOIST SEOR STRUCTURAL ENGINEER OF CFS COLD FORMED STEEL JT JOINT RECORD CIP CAST IN PLACE KP KING POST SFRS SEISMIC FORCE RESISTING CGL CERTIFIED GLUED LUMBER L STEEL ANGLE SYSTEM CJ CONTROL JOINT Lb or # POUND(s) SHTG SHEATHING Q CENTERLINE LGMF LIGHT GAGE METAL SIM SIMILAR CJP COMPLETE JOINT FRAMING SKYLT SKYLIGHT PENETRATION LGMFC LIGHT GAGE METAL SLD SEE LANDSCAPE DRAWINGS CLG CEILING FRAMING CONTRACTOR SMS SHEET METAL SCREW CLR CLEAR LL LIVE LOAD SMD SEE MECHANICAL DRAWINGS COL COLUMN LLH LONG LEG HORIZONTAL SOG SLAB ON GROUND CONC CONCRETE LLV LONG LEG VERTICAL SPCG SPACING CONN CONNECTION LOC LOCATION SPD SEE PLUMBING DRAWINGS CONT CONTINUOUS LS LAG SCREW SPEC SPECIFICATION COORD COORDINATE/ LSL LAMINATED STRAND LUMBER SQ SQUARE COORDINATION LVL LAMINATED VENEER LUMBER SS SELECT STRUCTURAL CMU CONCRETE MASONRY UNIT LWC LIGHTWEIGHT CONCRETE or STAINLESS STEEL CSK COUNTERSINK MAX MAXIMUM STGR STAGGERED CW CUT WASHER MB MACHINE BOLT STD STANDARD DBA DEFORMED BAR ANCHOR MBM METAL BUILDING STIFF STIFFENER DBL DOUBLE MANUFACTURER STL STEEL DCW DEMAND CRITICAL WELD MC MISCELLANEOUS CHANNEL STRUCT STRUCTURAL DF DOUGLAS FIR MECH MECHANICAL SW SHEAR WALL DIAor0 DIAMETER MEZZ MEZZANINE SYM SYMMETRICAL DIAG DIAGONAL MF MOMENT FRAME T&B TOP AND BOTTOM DIM DIMENSION MFR MANUFACTURER T&G TONGUE AND GROOVE DIST DISTANCE MIN MINIMUM THK THICK DJ DOWEL JOINT MISC MISCELLANEOUS THIRD THREADED DL DEAD LOAD MIW MALLEABLE IRON WASHER THRU THROUGH DN DOWN MTL METAL TL TOTALLOAD DO DITTO MU MECH UNIT TN TOE NAIL DWG DRAWING (N) NEW TOC TOP OF CONCRETE DWL DOWEL N/A NOT APPLICABLE TOF TOP OF FRAMING EA EACH NO or # NUMBER TOM TOP OF MASONRY EE EACH END NS NEAR SIDE TOP TOP OF PLYWOOD EF EACH FACE NSG NON -SHRINK GROUT TOS TOP OF STEEL ELEC ELECTRICAL NTS NOT TO SCALE TOT TOTAL ELEV ELEVATOR/ELEVATION NWC NORMAL -WEIGHT CONCRETE TU TILT UP EMBED EMBEDMENT 0/ OVER TYP TYPICAL EQ EQUAL oc ON CENTER LINO UNLESS NOTED OTHERWISE EQUIP EQUIPMENT OD OUTSIDE DIAMETER VERT VERTICAL ES EACH SIDE OH OPPOSITE HAND VIF VERIFY IN FIELD EW EACH WAY OPNG OPENING VSH VERTICAL SLOTTED HOLE (E) EXISTING OPP OPPOSITE W WIDE FLANGE STEEL BEAM EXP EXPANSION OVS OVERSIZED W/ WITH EXT EXTERIOR OW OTHERWISE W/O WITHOUT FDN FOUNDATION OWT OPEN WEB TRUSS WD WOOD FIN FINISH R PLATE or PROPERTY LINE WHS WELDED HEADED STUD FG FINISH GRADE PA POST ABOVE WILD WELDED FLR FLOOR PAF POWER ACTUATED WP WORK POINT/WATERPROOF FN FACE NAIL FASTENERS WS WOOD SCREW FOC FACE OF CONCRETE PEN PANEL EDGE NAIL WT WEIGHT FOM FACE OF MASONRY PERP PERPENDICULAR WTS WELDED THREADED STUD FOS FACE OF STUD PES PANEL EDGE SCREWS WWR WELDED WIRE FRMG FRAMING PJP PARTIAL JOINT PENETRATION REINFORCEMENT FS FAR SIDE PLF POUNDS PER LINEAR FOOT STEEL NOTES 1. COORDINATE TOP OF FOOTING ELEVATIONS AS DETERMINED BY THE CONTRACTOR PER C/S0.1. 2. TOP OF STEEL ELEVATIONS ARE TO BE DETERMINED BY THE CONTRACTOR BASED ON ARCHITECTURAL DRAWINGS AND STRUCTURAL DRAWINGS. 3. WHERE INDICATED ON PLAN "C" INDICATES MIDSPAN CAMBER IN INCHES. 4. ALL FRAMING AND CONNECTIONS ALONG GRID LINES OR OTHERWISE INDICATED AS (SFRS) ARE PART OF THE SEISMIC FORCE RESISTING SYSTEM. TESTING AND INSPECTION OF FRAMING AND CONNECTIONS INDICATED AS SFRS SHALL MEET ALL REQUIREMENTS OF AISC 341 AND AWS D1.8. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 5. ALL BOLTS THAT ARE A PART OF THE SFRS ARE TO BE SLIP CRITICAL WITH CLASS A FAYING SURFACE PREPARATION, UNO. 6. DEMAND CRITICAL WELDS ARE AS INDICATED ON PLANS, ADDITIONALLY ALL COLUMN SPLICES AND COLUMN TO BASE PLATE WELDS IN THE SFRS ARE DEMAND CRITICAL. DEMAND CRITICAL WELDS AND THE TESTING AND INSPECTION OF THEM ARE TO MEET ALL REQUIREMENTS OF AISC 341, AWS D1.1, AND AWS D1.8. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 7. SFRS MEMBERS (INCLUDING COLUMNS) WITH FLANGE THICKNESS EQUAL TO OR GREATER THAN 11/2" SHALL HAVE A MINIMUM CHARPY V-NOTCH (CVN) TOUGHNESS OF 20 FT -LB AT + 70°F. THE TEST SHALL BE IN ACCORDANCE WITH ASTM A6 SUPPLEMENTARY REQUIREMENTS S30. SFRS BRACED FRAME GUSSET PLATES AND MOMENT FRAME CONTINUITY AND CAP PLATES WITH THICKNESS EQUAL TO OR GREATER THAN 2" SHALL HAVE A MINIMUM CHARPY V-NOTCH (CVN) TOUGHNESS OF 20 GT-LB +70°F. THE TEST SHALL BE IN ACCORDANCE WITH ASTM A673 FREQUENCY P. 1 MATERIAL DATA (INFORMATION SHOWN IS FOR STRUCTURAL DESIGN REFERENCE ONLY. SEE THE PROJECT SPECIFICATIONS FOR ALL MATERIAL SPECIFICATIONS.) CONCRETE 28-DAY MINIMUM DESIGN STRENGTH: F'c = 5,000 PSI MAT SLAB FOUNDATIONS, ISOLATED SPREAD FOOTINGS REINFORCING STEEL: ASTM A615 GRADE 60 OR A706 GRADE 60 (Fy = 60,000 PSI) STRUCTURAL STEEL (UNO): W SHAPES - ASTM A992 (Fy = 50,000 PSI) ANGLES, CHANNELS, AND PLATES - ASTM A36 (Fy = 36,000 PSI) RECTANGULAR HSS - ASTM A500 GRADE C (Fy = 50,000 PSI) ROUND HSS - ASTM A500 GRADE C (Fy = 46,000 PSI) PIPES - ASTM A53 GRADE B (Fy = 35,000 PSI) FASTENERS: MACHINE BOLTS - ASTM A307 GRADE A HIGH STRENGTH BOLTS - ASTM F3125 GRADE A325 OR F1852 UNO ANCHOR RODS - ASTM F1554 GR 36 UNO ARC -WELDING ELECTRODES - E70 WOOD BASE DESIGN STRESSES (UNO): SAWN LUMBER MEMBER MINIMUM GRADE, UNO SPECIES AND Fb (PSI) F, (PSI) E (PSI) 6x POSTS DOUGLAS FIR - #1 1200 170 1.6x106 6x BEAMS DOUGLAS FIR - #1 1350 170 1.6x106 4x POSTS & BEAMS DOUGLAS FIR - #1 1000 180 1.7x106 2x JOISTS, RAFTERS DOUGLAS FIR - #2 900 180 1.6x106 R MATERIAL DOUGLAS FIR - #2 900 180 1.6x106 2x STUDS DOUGLAS FIR - #2 900 180 1.6x106 GLUE -LAMINATED WOOD DESIGN STRESSES: Fb = 2,400 PSI, F, = 265 PSI FOR SIMPLE SPAN BEAMS. MANUFACTURED WOOD PRODUCTS: LVL (JOISTS) Fb = 2,600 PSI E = 2.Ox106 PSI LSL (BLOCKING, LEDGERS) Fb = 1,700 PSI E = 1.3x106 PSI PSL (BEAMS, JOISTS) Fb = 2,900 PSI E = 2.2x106 PSI PSL (POSTS) Fr = 2,500 PSI E = 1.8x106 PSI (PARALLEL) FOR METAL CONNECTOR DESIGNATION REFER TO SIMPSON STRONG -TIE PER SPECIFICATIONS. cDar DESIGN GROUP 200 E STREET, SANTA ROSA, CA 95404 619.698.9177 1 www.coargroup.com ZFA STRUCTURAL ENGINEERS 250 d street I suite 200 zfa.com santa rosa ca 95404 707.526.0992 zfa job no. 24071 copyright © 2025 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOTTO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. _ PROF E�ONo, 0 CA 12/10/2025 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 I r` Tn A /`� DESCRIPTION: DATE: BID SET 12/15/251 PROJECT NUMBER: 24071 SHEET TITLE: GENERAL NOTES AND SPECIFICATIONS SHEET NUMBER: SOn2 73 In LO N O N ADHESIVE ANCHOR IN 2500 PSI MIN CONCRETE ADHESIVE TYPE ANCHOR PILOT HOLE MIN EMBED UNO Het MIN EDGE DISTANCE Cmin MIN SPCG Smin MIN CONC DEPTH Hmin THIRD ROD REBAR - #3 '/2"0 3" 13/4" 3" Hef+ 1'/4" - #4 %110 4" 1 s/" 3" He + 1 �/" - #5 3/4"0 5" 13/" 3" Hef+ 1'/2" SIMPSON 3/s"P1 - 7/16" � 3" 13/a" 3" Het+ 1'/4" SET-3G '/2"0 - 9/16" � 4" 1 s/ 31' He + 1'/4" (ICC-ESR %1.0 - 1/6 "O 5" 1 s/ 3" Hef + 1 %" 4057) s/a "PJ #6 7/s '0 6 1 s/ 3" Het + 1 3/a" 7/8'.0 #7 1 "fd 7" 1 s/ 3" Hef + 2" 11.0 #8 1'/8 "0 8" 1 s/ 3" Hef + 2'/4" 1'/4" 0 #10 13/s110 10" 23/" 6" Hef + 2%" % "P1 N/A '/, 6 "0 3" 13/ " 1 7/s " N/A #3 1/2"0 3" 1 3/4" 17A ,/„0 N/A 9/6"0 4" 13/4" 2Y2" He + 1'/4" N/A #4 %"0 4 1 %,, 2,/ HILTI HIT-HY 6/ -,0, #5 3/a110 5" 1 3/a" 3�/s" Hef + 1'/2" 20OR V3 (ICC-ESR 3/4"0 #6 7/8-10 6" 13/" 33/" Hef + 1 %" 4868) '/s"0 #7 1"0 7" 13/" 4%1' Hef + 2" 1110 #8 1'/s"f/� 8" 13/" 5" Hef + 2'/4" N/A #9 13/a"0 9" 13/" 5%" Hef + 2%" 1 '/4 "0 N/A 13/a "0 10" 13/ " 6'/4 " N/A #10 1'/2"0 10" 13/4 6'/4" Hef +3" ANCHOR F PLAN & DE TOP OF CONIC Cin Smin EDGE OF CONIC AS OCCURS NOTES: 1. INSTALL ADHESIVE ANCHORS PER MANUFACTURER'S INFORMATION AND ICC REPORT. 2. CONTRACTOR TO VERIFY MINIMUM EDGE DISTANCES, SPACING, AND THICKNESS ARE IN ACCORDANCE W/ SCHEDULE PRIOR TO INSTALLING ANCHOR. 3. HOLES TO BE DRILLED W/ ROTARY DRILL ONLY. WHEN DRILLING HOLES IN EXISTING CONCRETE, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. MAINTAIN 1" CLEARANCE BETWEEN REINFORCEMENT AND THE DRILLED -IN ANCHOR. FILL ABANDONED HOLES W/ HIGH STRENGTH GROUT. SPECIAL INSPECTION IS REQUIRED PER SECTION 1705 AND THE REQUIREMENTS OF 4. THE ICC REPORTS. THE SPECIAL INSPECTOR SHALL PERFORM PERIODIC/CONTINUOUS INSPECTION IN ACCORDANCE WITH TABLE 1705.3. THE SPECIAL INSPECTOR SHALL INSPECT ANCHOR TYPE, ANCHOR DIMENSIONS, HOLE CLEANLINESS, EMBEDMENT DEPTH, CONCRETE TYPE, CONCRETE COMPRESSIVE STRENGTH, DRILL BIT DIAMETER, HOLE DEPTH, EDGE DISTANCE(S), ANCHOR SPACING(S), CONCRETE THICKNESS, AND ADHESIVE INJECTION. ADHESIVE ANCHOR IN CONCRETE 3/4" = 1'-0" CARBON STEEL EXPANSION ANCHORS IN 2500 PSI MIN CONC ANCHOR TYPE ANCHOR & PILOT HOLE DIA MIN NOMINAL EMBED H nom MIN EDGE DISTANCE C min MIN SPCG Smin MIN CONIC THICKNESS H min INSTALL &TEST TORQUE (FT -LB) 3/ " 1 7A " 61' 3" 3'/4 30 SIMPSON ,,/" 23/a" 6" 6" 4" 60 STRONG -BOLT 2 6/s " 3 3/ " 6,/2 " 5" 5'/2 " 90 (ICC-ESR 3037) 3/4" 4'/8" 4'/4" 10" 6" 150 1" 5'/4" 8" 8" 9" 230 3/8 „ 17/s " 8" 8" 3 3/ " 20 HILTI KB1 '/" 2%'4" 8'/2" 4" 40 (IAPMO-ER 678) %ll 3'/4" 5'/" 8" 5" 60 3/" 4" 9'/" 5" 5'/2" 110 STAINLESS STL EXPANSION ANCHORS IN 2500 PSI MIN CONC SIMPSON 3/s" 17/s" 6" 10" 3'/4" 30 STRONG -BOLT '/2" 23/4 6'/2" 8" 4'/2" 65 2 %" 3%" 4" 8" 5'/2" 80 (ICC-ESR 3037) 3/ 4'/s" 6" 6'/2" 63/4" 150 3/s „ 17/ 11 5" 8" 31/4 30 HILTI KB-TZ2 '/2" 2'/2" 23/4 5'/2" 4" 40 (ICC-ESR 4266) s/s 3'/4" 4" 7" 5" 60 3/" 4" 5" 11" 5'/2" 125 AT FIXTURES '/,6"O OVS HOLE TYP EXCEPT'/8"0 OVS AT 3/4 "0 AND 1"0 SIMPSON STRONG -BOLT 2 TOP OF CONIC ANCHOR PER PLAN & DETAILS BASER E PILOT HOLE 2 DEPTH PER MFR u EDGE OF CONIC AS OCCURS C'min Smin NOTES: 1. EXCEPT AT EXTERIOR EXPOSURE CONDITIONS, PROVIDE CARBON STEEL ANCHORS UNO. INSTALL EXPANSION ANCHORS PER MANUFACTURER'S INFORMATION AND ICC REPORT INSTRUCTIONS. SPECIAL INSPECTION IS REQUIRED PER SECTION 1705 AND THE REQUIREMENTS OF THE ICC REPORTS. 2. CONTRACTOR TO VERIFY MINIMUM EDGE DISTANCES, SPACING AND THICKNESS ARE IN ACCORDANCE W/ SCHEDULE PRIOR TO INSTALLING ANCHOR. 3. NO CORE DRILLING PERMITTED. USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. MAINTAIN 1" CLEARANCE BETWEEN REINFORCEMENT AND THE DRILLED -IN ANCHOR. FILL ABANDONED HOLES W/ HIGH STRENGTH GROUT. 4. THE SPECIAL INSPECTOR SHALL PERFORM PERIODIC/CONTINUOUS INSPECTION IN ACCORDANCE WITH TABLE 1705.3. THE SPECIAL INSPECTOR SHALL INSPECT ANCHOR TYPE, ANCHOR DIMENSIONS, HOLE CLEANLINESS, EMBEDMENT DEPTH, CONCRETE TYPE, CONCRETE COMPRESSIVE STRENGTH, DRILL BIT DIAMETER, HOLE DEPTH, EDGE DISTANCE(S), ANCHOR SPACING(S), CONCRETE THICKNESS, AND TIGHTENING TORQUE. 7 EXPANSION ANCHOR IN CONCRETE 3/4" = 1'-0" CONTROL JOINTS — — ARE TO BE FORMED FLEXIBLE SEALANT PER SPECS PRIOR TO CONIC PLACEMENT TYP Q 00 1 \ / '/2" FOAM BOND BREAKER 3/8" VERT REINF HORIZ REINF :7. WALL CONTROL JOINT W/ SINGLE LAYER OF REINF NOTE- 1 . SEALANT ON OUTSIDE FACE AT WALLS RETAINING SOIL IS NOT REQUIRED 2. WATERPROOFING FOR WALL SHALL PROVIDE FOR EXPANSION OVER THE JOINT 3. PROVIDE VERTICAL CONTROL JOINTS AT 2x WALL HEIGHT (2H) oc, 10'-0" MIN. JOINTS SHALL NOT EXCEED 25'-0"oc CONTROL JOINTS IN CONCRETE SITE WALL 3/4" = 1'-0" CARBON SCREW ANCHOR IN 2500 PSI MIN CONCRETE ANCHOR TYPE ANCHOR AND PILOT HOLE DIA MINIMUM EMBEDMENT Hnom I MINIMUM EDGE DIST Cmin I MINIMUM SPCG Smin I MINIMUM CONCRETE THICKNESS Hmin INSTALL & TEST TORQUE (FT -LB) MAXIMUM INSTALL TORQUE (FT -LB) �/4„ 1 %,, 1 ,'/z" 1'/2" 3'/a" 10 24 SIMPSON 3/a" 2'/2" 13/4" 3" 4" 10 50 TITEN HD (ICC-ESR ,/2" 3'/a" 13/4" 3" 5" 10 65 2713) 5/s" 4" 13/4" 3" 6" 10 100 " 3/4 5," / 13/" 3" 83/" 20 150 1/4„ 1 %,, 1'/2" 3" 3,/" 10 18 HILTI 3/ 11 2'/2" 1'/2" 3" 4" 10 40 KH-EZ (ICC-ESR ,/2" 3" 13/4" 3" 43/4 10 45 3027) s/s" 3'/4" 1 %,, 4" 5" 10 85 3/" 4" 13/" 4" 6" 20 95 STAINLESS STEEL SCREW ANCHOR IN 2500 PSI MIN CONCRETE %" 2,/2 13/" 3" 4" 10 40 SIMPSON TITEN HDSS ,/2" 3'/4" 1 %,, 4" 5" 10 70 (IAPMO UES s/s" 4" 1 3/a" 3" 6" 10 85 ER-493) s/ 5'/2" 13/4 3" 8%" 20 150 ANCHOR PER PLAN 3/6 "0 OVS HOLE AT STL THICKER 1A & DETAILS THAN 12GA (") MAX''/,6"0 OVS HOLES OTHERWISE TOP OF CONC I tj H HOLE DEPTH L = PER MFR EDGE OF CONC AS OCCURS ------ C'min Smin NOTES: 1. EXCEPT AT EXTERIOR EXPOSURE CONDITIONS, PROVIDE CARBON STEEL ANCHORS UNO. INSTALL SCREW ANCHORS PER MANUFACTURER'S INFORMATION AND ICC REPORT INSTRUCTIONS. SPECIAL INSPECTION IS REQUIRED PER SECTION 1705 OF THE CBC AND THE REQUIREMENTS OF THE ICC REPORTS. INSTALLED ANCHORS SHALL BRING CONNECTED PLIES INTO FIRM CONTACT, MEETING THE INSTALL TORQUE BUT NOT EXCEEDING THE MAXIMUM INSTALL TORQUE. 2. CONTRACTOR TO VERIFY MINIMUM EDGE DISTANCES, SPACING AND THICKNESS ARE IN ACCORDANCE W/ SCHEDULE PRIOR TO INSTALLING ANCHOR. 3. HOLES TO BE DRILLED W/ ROTARY DRILL ONLY. WHEN INSTALLING DRILLED -IN ANCHORS IN EXISTING REINFORCED CONCRETE, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. MAINTAIN 1" CLEARANCE BETWEEN REINFORCEMENT AND THE DRILLED -IN ANCHOR. FILL ABANDONED HOLES W/ HIGH STRENGTH GROUT. 4. THE SPECIAL INSPECTOR SHALL PERFORM PERIODIC/CONTINUOUS INSPECTION IN ACCORDANCE WITH TABLE 1705.3. THE SPECIAL INSPECTOR SHALL INSPECT ANCHOR TYPE, ANCHOR DIMENSIONS, HOLE CLEANLINESS, EMBEDMENT DEPTH, CONCRETE TYPE, CONCRETE COMPRESSIVE STRENGTH, DRILL BIT DIAMETER, HOLE DEPTH, EDGE DISTANCE(S), ANCHOR SPACING(S), CONCRETE THICKNESS, AND TIGHTENING TORQUE. 5. TEST ANCHORS IN ACCORDANCE W/ CBC SECTION 1910A.5. 5 SCREW ANCHOR IN CONCRETE 3/4" = 1'-0" MINIMUM BAR LAPS FOR REINFORCING STEEL CONCRETE STRENGTH: 2500 PSI OR GREATER (STAGGER SPLICES) SIZE LAP LENGTH SIZE LAP LENGTH SIZE LAP LENGTH #3 19" #6 38" #9 94" #4 25" #7 61" #10 115" #5 37"* #8 77" #11 138" (CLASS B TOP BAR) BAR SPCG SHALL NOT BE LESS THAN 4x BAR DIA OR 4". WHERE COVER NOT LESS THAN 1'/2", #5 LAP LENGTH = 31" CONC COVER FOR REINF STL 'CLR' CAST AGAINST EARTH OR GR 3" EXPOSED TO EARTH (FORMED) OR WEATHER #5 & SMALLER - 1'/2, #6& LARGER --------------------------------------- 2" NOT EXPOSED TO EARTH OR WEATHER #5& SMALLER---------------------------------------1, #6 & LARGER, & ALL BM STIRRUPS, COL TIES & SPIRALS - - - - - - 1'/2" ALL REINF SHALL EXTEND AS FAR AS POSSIBLE. WHERE BAR SPLICES ARE REQUIRED, BARS SHALL BE LAPPED PER SCHEDULE ABOVE UNLESS DETAILED OTHERWISE. WHERE REINF TERMINATES AT END OF MEMBER, REINF SHALL END IN A STD 90° OR 180' HK UNLESS DETAILED OTHERWISE. 180' HOOK 0 _0 N C3Rdb FOR #3 TO #8db FOR #9 TO #11 -- 90° HOOK -4 db OR 2 1/2" MIN STANDARD HOOKS & BENDS 6 1 MAX LAP IV 1 WIRE TOGETHER AT EA END COL BAR & STRUCT OFFSET SPLICE I 113 11 db R=2db 3� 6db 3" MIN 1350 STIRRUP STIRRUP CROSSTIE TIES #3, #4, #5 #3, #4, #5 #3, #4, #5 TYPICAL REINFORCING DETAILS (f'c = 2500psi MIN) 3/4" = 1'-0" SYM ABOUT N I / � N � CN g 40" MAX - N PROVIDE REINF TO MATCH FTG REINF If��f•II�I STD HK TYP REINF W_1� a ILL TIES AS OCCUR in oo Q STEP W/ BOT OF FTG Q i0 oo PROVIDE REINF TO 3" CLR TYP MATCH FTG REINF 18" 2x'S' NOTES: 1. DO NOT LOCATE BLOCKOUT WITHIN 48" OF SHEAR WALL HOLD DOWN, IN FRAME FOUNDATIONS OR COLUMN PAD FOOTINGS. 2. MINIMUM DISTANCE BETWEEN BLOCKOUTS OR OTHER PIPES TO BE 48". 1 FOUNDATION BLOCKOUT 3/4" = 1'-0" STD a J CORNER BAR TO MATCH HORIZ BAR LAP „ U � STD HOOK ;F—:d ADDL VERT / (2) ADDL AS REQD � VERT AS CORNER BAR TO REQD MATCH HORIZ BAR TYP WALL OR FTG REINF PLAN VIEW - SINGLE LAYER LAP H STD HK AT ADDL BARS STD HK LAP a = � ADDL VERT AS READ 7MATCH TO TYP WALL OR HORIZ BAR FTG REINF PLAN VIEW - 2 OR MORE LAYERS NOTE: FOOTING REINFORCING AT CORNER AND INTERSECTION TO BE SIMILAR 3 TYPICAL CORNER INTERSECTION AND END REINFORCING 3/4" = 1'-0" coar DESIGN GROUP 200 E STREET, SANTA ROSA, CA 95404 619.698.9177 1 www.coargroup.com ZFA STRUCTURAL ENGINEERS 250 d street I suite 200 zfa.com santa rosa ca 95404 707.526.0992 zfa job no. 24071 copyright ©2025 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. _ PR�F��o 12/10/2025 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 c1c` n 2, DESCRIPTION: DATE: BID SET 12/15/251 PROJECT NUMBER: 24071 SHEET TITLE: TYPICAL CONCRETE DETAILS SHEET NUMBER: Simi 4xb NO DEPTH RESTRICTIONS ON TRENCHES OR DEEPENING OF FTGS OUTSIDE THIS ZONE COL PER PLAN NO REINF IN BLOCKOUT SLAB BLOCKOUT BAR TO MATCH SLAB REING ES BLOCKOUT (#4 MIN). T&B AT DBL MAT AS OCCURS WL AT SLAB EDGE \ e iAT SLAB CORNER J __0 CJ 24"0 MIN SONOTUBE — BASE I� BLOCKOUT SLAB FOR COL 24" SQ MIN OPTIONAL DIAMOND BLOCKOUT SLOPE SAD SLOPE SAD __NCRETE MAT SLAB RIDGE LINE FOR SLOPE AT MAT FOUNDATION 3/4" = 1'-0" In LO LO N 0 N N CONC SLAB F- 18" MIN I NO'PIPES' PARALLEL TO FTG THIS AREA I4-I 1I \ \ 2 I I \\ o 0 I � \ DEEPEN FTG W/ I \ y LEAN CONC WHERE DEEPER I I \ \ CD TRENCH IS REQD I I \ \ \ o 0 L J \ \ b TRENCHING ADJACENT TO FOOTING 3/4" = 1'-0" MAT REII` TYP T&B 90' STD F STEP IN MAT SLAB 3/4" = 1'-0" TERMINATE SLAB REINF W/ STD HK TYP LAP LAP Pa:� III► 'II�IIIIIIIIIIIIIIIIIIIIIII -III III III III o 0 I � IIIII I 1 —III '- LARGE STEP IN MAT SLAB 3/4" = 1'-0" 2" #4x F ADHESIVE AP'^ ^o @ 18"oc IN LIEU OF DWL AT CONTRACT OPTION SEE S1.1 PIPE' IN BACKFILLED T' TRENCH - LOCATE ONLY ABV SLOPED LINE PROVIDE TRENCHING AND GEOGRID AT UNDERSLAB UTILITIES FOR ENTIRE LENGTH OF UTILITY PER GEOTECH ADDENDUM FOR INFORMATION NOT NOTED SEE S1.2 1-nKl('EDCTC NAAT SLAB v LAP LAP k STUD WALL 2x PTDF SILL W/ '/2"0 AB OR SCREW AB W/ 5" EMBED @ 48"oc #4 CONT #3 L @ 18"oc ALT TO AB: HILTI X-CP 72 OR SIMPSON PAFAWL-287MG @ 16"0c, EXCEPT AT CURB SLOPED REINF BARS TO BE SAME SIZE & SPACING AS TYP SLAB REINF 4 CONT TOUGHEN TO '/4" AMPLITUDE ALT CURB OPTION NON -BEARING STUD WALL AT MAT SLAB 3/4" = UNUSED 3/4" = 1'-0" UTILITY MAT SLAB 0fz ...... _.. UTILITY COMPACTED CRUSHED NOTE: SEAL VAPOR BASE ROCK RETARDER AT PENETRATION, TYP UTILITY REQUIRING UTILITY IN EMBEDMENT IN CONC COMPACTED ROCK OUTILITIES UNDER MAT SLAB 3xD 3xD MIN MIN In �` � CONC SLAB z REINF O o�ovo o �ovovov ��._ z EMBEDDED 0 0 CD o 75 o CD CD cUTILITY co - D 2" MAX OUTILITIES WITHIN MAT SLAB PIPE/CONDUIT REQUIRING EMBED IN SLAB TO BE IN d' ALL PLUMBING, CONDUIT SLEEVE OR MIDDLE 1/3 STGR CONDUIT WRAPPING TO BE 1'/2" CLR TO REINF STL CROSSINGS AS REQUIRED TO REMAIN IN MIDDLE 1/3 PVC SLEEVE CONC MAT SLAB EQ — — • EQ EMBED PLUMBING OR ELECT CONDUIT 3d CLR MIN BTWN PENETRATIONS I. , .1 1/2" CLR MIN 6"" MAX PROVIDE TRENCHING AND GEOGRID AT UNDERSLAB UTILITIES FOR ENTIRE LENGTH OF UTILITY PER GEOTECH ADDENDUM NOTE: SEAL VAPOR OUTILITIES THROUGH MAT SLAB RETARDER AT PENETRATION, TYP NOTES: 1. 'PIPE' = ANY PENETRATION THRU OR EMBEDDED IN FOUNDATION. 2. ALL PIPES THROUGH MAT SLAB TO BE WRAPPED OR SLEEVED AS FOLLOWS: a. SLEEVES: PROVIDE 1" MIN CLEAR ALL AROUND OD PIPE TO ID SLEEVE, UNO. SEAL SLEEVE ENDS W/ MASTIC OR PLASTIC BITUMINOUS CEMENT. b. WRAPPED VERTICAL PIPES: PROVIDE '/8" NOMINAL SHEET FOAM W/ (3) WRAPS MINIMUM, UNO. c. WRAPPED HORIZONTAL PIPES: PROVIDE '/8" NOMINAL SHEET FOAM W/ (8) WRAPS MINIMUM, UNO. d. UNDERGROUND FIRE LINES 4" AND LARGER: a. SLEEVES: PROVIDE 2" MIN CLEAR ALL AROUND OD PIPE TO ID SLEEVE. SEAL ENDS PER ABOVE. b. WRAPPED: PROVIDE '/8" NOMINAL SHEET FOAM W/ (16) WRAPS MINIMUM. 3. WRAPPED AND SLEEVED PIPES SHALL HAVE 1'/2" MIN CLEAR TO REINF STEEL. 4. MINIMUM CONCRETE COVER AT PIPES TO BE 3". 5. CLEARANCE BETWEEN 'PIPES' TO BE 3d MIN TYP W/ A MAXIMUM OF (8) PIPES PER 48". 6. NO'PIPE' TO RUN PARALLEL IN CURB. 7. PVC CONDUIT ('PIPE') EMBEDDED IN CURB/STEM MAY BE WIRE TIED TO HORIZONTAL REINF. 8. NO HORIZONTAL PIPES ALLOWED WITHIN 24" EACH SIDE OF HOLDOWNS OR STEEL COLUMNS. PIPE PENETRATIONS IN MAT SLAB 3/4" DESIGN GROUP coar 200 E STREET, SANTA ROSA, CA 95404 619.698.9177 1 www.coargroup.com ZFA STRUCTURAL ENGINEERS 250 d street I suite 200 zfa.com santa rosa ca 95404 707.526.0992 zfa job no. 24071 copyright © 2025 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. ^ PROFE /oNo, OF�� 12/10/2025 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 X D DESCRIPTION: DATE: BID SET 12/15/251 PROJECT NUMBER: 24071 SHEET TITLE: TYPICAL MAT SLAB FOUNDATION DETAILS SHEET NUMBER: Slm2 12"oc FIELD NAILING, TYP SILL R SPLICE AS OCCURS STGR WALL PEN AT SHTG SPLICES PER 11 S1.3 WALL PEN TRIM STUD OR TRIM POST AS OCCURS AT OPNG WALL STUD PER PLAN TYP UNO STGR AB WHERE SHTG OCCURS ES 4'/2" MIN AND 12" MAX AB TO FE END OR SPLICE SHTG SPLICE ALIGNED W/ q STUD, 3x STUD AT SHTG SPLICE AS REQD PER SW SCHED AND WHERE SHTG OCCURS ON ES OF WALL HD PER S1.3 FULL HT POST AT HD, SIZE PER 7� UNO PER PLAN S1.3 WALL CORNER/END/ 14 INTERSECTION PER S1.3 PLAN VIEW 9 SCHEMATIC SHEAR WALL CONSTRUCTION 3/4" = 1'-0" RIM JOIST/BLKG TO TOP R, TOE NAIL ------------------------------- 10d@6"oc TRUSSES, JOISTS OR RAFTERS AT ALL BEARING POINTS TOE NAILS EACH SIDE ----------------- ----- (2)10d TRUSSES, JOISTS OR RAFTERS TO SIDE OF STUDS EIGHT (8) INCH JOISTS OR LESS - (3) 16d FOR EACH ADDITIONAL 4 INCHES OF DEPTH OF JOIST - - - - - - - - (1) 16d BLOCKING BETWEEN JOISTS OR RAFTERS: TO JOIST OR RAFTERS - TOE NAILS EA SIDE, EA END ---------------- (2)10d TO JOIST OR RAFTER BEARINGS - TOE NAILS EA SIDE ------------------ (2)10d BLOCKING BETWEEN STUDS, EACH END TOE NAILS - - - - - (2) 10d OR (2) 16d BRIDGING TO JOIST, TOE NAIL EACH END - - - - - - (2) 8d 2" SUBFLOOR TO JOIST OR GIRDER, BLIND & FACE NAIL -------------------- (2)16d SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL --------------------- 16d@16"oc SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS ---------------------------------- (3)16d@16"0c TOP PLATE TO STUD, END NAIL --------------------------------------- (2)16d STUD TO SOLE PLATE, TOE NAIL ----------------------------------- (4)8d DOUBLE STUDS AT EXTERIOR WALLS, FACE NAIL --------------------- 16d@12"oc DOUBLE STUDS, FACE NAIL - - - - - - 16d @ 24"oc DOUBLE TOP PLATES, FACE NAIL ----------------------------- 16d@12"oc TOP PLATES, LAPS & INTERSECTIONS, FACE NAIL------------------------ (3)16d CONTINUOUS HEADER, TWO PIECES - - - - - - - - - - - - - - 16d @ 16"oc ALONG EACH EDGE DOUBLE TOP PLATE LAP AT CORNER---------------------------------- (3)16d CONTINUOUS HEADER TO STUD,TOENAIL-------------------------- - (4)8d CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL - - (3) 16d CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL - - - - - - - - - - - - - (3) 16d BUILT-UP CORNER STUDS - - - - - - - 16d @ 121'oc POST TO SILL/SOLE/TOP PLATE, EACH SIDE TOE NAIL (4) 10d 13 NAILING SCHEDULE 3/4" = 1'-0" ° 16d AT PEN SPCG 12"oc PEN SHTG 10d @ 4 12"oc MIN PEN 16d @ 12"oc 16d AT PEN POST & HD SHTG \` STUD WALL SPCG STUD WALL STUDS AT INTERSECTION HD AT INTERSECTION A B 16d AT SHTG SHTG PEN SPCG WHERE 16d COMMON AT STUD PEN OCCURS �, PEN SPCG WALL PEN 16d COMMON PEN @ 1 "oc SHTG PEN WHERE 0 OCCURS PEN POST & HD 16d AT 16d AT PEN_VA PEN PEN SPCG SPCG SHTG SHTG STUDS AT INTERSECTION HD AT INTERSECTION C D SHTG PEN 16d AT PEN SPCG PEN �� 16d COMMON AT PEN SPCG STUD WALL SHTG 16d COMMON AT PEN SPCG E STUDS AT INTERSECTION PEN rG \\ STUD WALL POST & HD �� PEN SHTG AS OCCURS F HD AT CORNER PEN POST & HD PEN SHTG O 4 SHTG SHTG TRIMMER / 16d @ 121'oc STUD WALL 16d @ 121'oc G STUDS AT CORNER H HD AT CORNER AND END 14 TYPICAL PLAN VIEW OF STUD WALL INTERSECTIONS 3/4" = 1'-0" 2x BLKG AT ALL UNSUPPORTED EDGES, 3x BLKG AS REQD PER SW SCHED AND WHERE SHTG OCCURS ON ES OF WALL II '/2" MAX CLR, FL' WASHER EDGE TO INSIDE FACE OF SHTG BOT OF WALL CONDITION VARIES, SEE PLAN SECTION AB TO OCCUR WITHIN MIDDLE THIRD OF SILL R, INCREASE R WASHER SIZE AS REQD SILL R SIZE, AB SIZE, AND AB SPCG PER SW SCHED, GALV R WASHER MIN 0.229" x 3" SQ ELK EDGES OF OPNG CS16 x 3'W' T&B Q OPENING CV 'W' (14 1/2" MAX) UNO SPECIFICALLY ON STRUCT PLANS WALL PEN TO STUD ES OF OPNG FOR DISTANCE'H' ABV AND BLW OPNG NOTES: 1. OPENINGS < 6" SQ DO NOT REQUIRE BLOCKING AND STRAPPING. 2. NO ADDITIONAL OPENINGS WITHIN 4'-0" ALL AROUND. NOTES: 3. NO OPENINGS PERMITTED IN SHEAR WALL ©OR HIGHER OR IN SHEAR 1. PEN = PLYWOOD/OSB EDGE NAILING PER SW SCHED. WALLS LESS THAN 10'-0" LONG UNLESS SPECIFICALLY DETAILED ON 2. SILL R AB WASHER HOLE MAYBE OVERSIZED UP TO 3/6 ". WASHER MAYBE DIAG STRUCTURAL PLANS. CONTACT STRUCTURAL ENGINEER FOR ASSISTANCE. SLOTTED UP TO 13/" IN LENGTH. WHERE HOLE IS OVERSIZED OR SLOTTED, 4. FRAME OPENINGS PER 1/S1.3 WHERE STUDS ARE INTERRUPTED. PROVIDE STD CUT WASHER. �iI SMALL OPENINGS IN SHEAR WALLS NON STRUCT ROOF SHTG - STRUCT ROOF SHTG - 10d TN @ 12"oc STGR SLEEPER TO FRMG, TYP VERIFY TN DOES NOT EXTEND WITHIN '/2" OF UNDERSIDE OF 2x DECKING FOR APPEARANCE. RIGID INSUL W/ SLEEPERS 8dx1'/2" AT PEN TO 2x AT INT SPACES, SAD T&G DECKING 2x T&G DECKING 16d AT ROOF PEN PURLIN TO PURLIN SECTION THRU DECKING &SECTION THRU PURLIN B AT STRUCT SHTG SPLICE 1 II I B I II LILL A I II I II I L IL I ILI SPLICE STRUCT SHTG OVER SUPPORTS ONLY \A S 2x DECKING BLW CENTERED P AT STRUCT SHTG SPLICE PURLIN BLW PLAN VIEW 10 RIGID INSULATION OVER 2x T&G DECKING W/ SLEEPERS 3/4" 2x/3x 3x I III,4x 3/8" AT 2x 3/8" 1/2" 1/2" 3/4" 3/4" AT 3x I -- �II - 14 III 1 a w� I 1 w>_ 11t 11 z II .I1 � ~ �-a � II a I I I I I I I I I PEN, STGR ROWS ON ES OF JT 1�1_,,— STGR ALONG EA I ROW OF PEN PEN AT 2x/3x PEN AT 3x PEN AT 4x '/a" GAP BTWN PANELS '/8" GAP BTWN PANELS 1 %" MIN PENETRATION AT 8d 1 %" MIN PENETRATION AT 8d 1 1'/2" MIN PENETRATION AT 10d 1'/2" MIN PENETRATION AT 10d INTO JST, STUD OR BLKG INTO JST, STUD OR BLKG SECTION AT TYPICAL NAIL SPACING SECTION AT CLOSE NAIL SPACING (4"oc OR MORE SPACING AT FLOOR OR ROOF) (3"oc OR LESS SPACING AT FLOOR OR ROOF) (6"oc SPACING AT SHEAR WALL) (4"oc OR LESS SPACING AT SHEAR WALL) NOTE: SHEATHING SHEETS ARE TO BE AS LARGE AS POSSIBLE. STAGGER SHEETS. JOINTS ARE TO BE CENTERED OVER BEARING. NAIL HEADS SHALL BE DRIVEN FLUSH W/ SHEATHING. MINIMUM SHEATHING SIZE IS 24" WIDTH x 48" LENGTH AT FLOOR AND ROOF, AND 12"x48" AT WALLS. 11 SHEATHING NAILING 1 1 /2" = 1'-0" NOT USED 1/4" = 1'-0" A35 E HDU8 FLR F FLR S A35 E HDU8 POST PER SCHED, UNO TYPICAL H 3/4" = 1'-0" 3/4" = 1'-0" (2) #4 CLOSED TIES TURN TIES @ 2" SPCG, 6" WIDE 90° AT CURB TYP AT HID II c 2" CLR - - - - EMBED PER SCHED I 00 J 00 U _ co111 I I LOCALLY THICKEN 12" SQ SLAB AT HD CENTER ON HD �J 4LL PEN PER SW A SHEAR WALL SHTG v ;HED TO POST W/ HID I NOT SHOWN )ST OR TRIM STUD ILL HEIGHT POST HOEDOWN PER SCHEDULE :R SCHED (4x MIN) SILL R & ANCHORAGE PER TREWS TO POST PER MFR o SW SCHED z TT 1 T WALL PEN TO SILL R "44 FF OR TOP 3" 1 OF CURB REINF TIES hi iq PER MIN III PIPES 12" MIN FROM HD O - - - - - BOT OF SLAB BOT OF THICKENED SLAB AB &WASHER PER SCHED (AS OCCURS) PROVIDE NUT ES WASHER HOEDOWN AB OR THIRD ROD WASHER AT AB EMBED DEPTH MIN POST SIZE UNO ON PLANS* HDU2 5/8"0 '/4"x2'/2" SQ 10" 4x HDU4 HDU5 HDU8 '/8"0 V16"x3" SQ 16" 6x HDU11** 1"0 %"x3'/2" SQ 16" 6x HDU14** 1110 %"x3'/2" SQ 16" 6x * POST SIZES SHALL MATCH THE DEPTH OF THE WALL FRMG **NUTS AT ANCHOR ROD TO BE HEAVY HEX HOLDOWN ABV & BLW THIRD ROD SB TO MATCH WIDTH OF POST WALL PEN TO SOLE WALL PEN TO TOP R DBL TOP R WALL PEN PER SW SCHED TO POST W/ HD, TYP FOR INFORMATION NOT NOTED SEE S1.3 TOP R BREAK 4'-0" MIN LAP SPLICE BOT R BREAK (2) 16d AT 2x4 STUDS (AT STUD) W/ (12) 16d, TYP UNO (AT STUD) (3) 16d AT 2x6 & 2x8 STUDS (2) 2x CONT TOP R, UNO , I r I r I I STUDS PER W L J I L I J 2x BLKG AT SHTG HDR PER 1 I HDR PER JOINTS, UNO 1 SCHED, 1 SCHED, 1 UNO ON PLAN I UNO ON PLAN (1) 2x FULL HT STUD TYP 1 I (2) 2x FULL HT STUD AT OPENING > 4'-0" TYP DOOR TYP (3) 2x FULL HT STUD AT 1 1 1 (2) WINDOW OPENING > 8'-0" 1 AT E EA R UNO ON PLANS 1 PTDF SILL R i CONDITION WHERE CURB WHERE I I BOLT OCCURS AT STUD OCCURS I AT 3x SILL: 1 TREAT END W/ 1 (4) 10d TN AT 2x6 2x BLKG J � 1 PRESERVATIVE 1 (6) 10d TN AT 2x8 AT CURB 1 A35 J L II II 3/ "0 HOLE A A ll L ll ll CSK 1" MAX FOR NUT & #4x CURB END OF SILL OR WASHER BAR AT DOOR NOTCH OR HOLE WIDER THAN 1/3 R WIDTH B PER W * = 12" MAXIMUM TYP LINO 4'/2" MINIMUM TYPICAL STUD WALL AND OPENING FRAMING 3/8" = 1'-0" TOP R SPLICE LTP4 STRAP PER SCHED DBL TOP R A35 A35 LAP STUDS TO BM (4) 16d TO BM -BM- � EPCZ TYP STUDS 16d @ 12"oc ES POST TO MATCH BM WIDTH AND WALL THICKNESS, TYP INTERIOR END TYP DBL TOP R A3 BM CU 5 ES TYP S (4) 16d PER PLAN 2x SB PODT -------- A T TO BEAR - - 16d 4DTYPICAL BEAM IN AND THRI 3/4" = 1'-0" DBL FRMG MEMBERS ES OF OPNG WHERE FRMG IS INTERRUPTED UNO D WALL TUD ES TO BM ES BM TO MATCH BM WIDTH WALL THICKNESS, TYP 12"oc ES 2x FLAT BLKG, UNO >N L71 r HGR, TYP MAX 7 L Q OPENING -1 F_ o 4x HDR TO MATCH JST DEPTH, UNO J L PEN TO MEMBER AT EDGE OF OPNG FOR 3 TIMES LENGTH OF OPNG CS16 x "2W" LENGTH STRAP AT ES OF OPNG GREATER THAN 24"x24" ON TOP OF SHTG OPENING TO 4'-0" SQ CLOSELY SPACED OPENINGS BETWEEN FRAMING PEN AROUND 7 OPNG 1- -1 2x6 W/ A35 EA END (USE 4x W/ OPNG HGR AT MECH EQUIP PEN TO CONT FRMG FOR 2 TIMES 'L' 2x6 W/ A35 EA END (USE 4x W/ HGR AT MECH EQUIP ATTACHMENT) ROOF OR FLOOR JST DO NOT CUT v N ATTACHMENT) / 2x6 W/ A35 EA END (USE J ' L j 4x W/ HGR AT MECH EQUIP ATTACHMENT) LOC OPNG BTWN FRMG, 24" MAX NO ADDL OPNG WITHIN 4'-0" ALL AROUND, WHEN PLAN CLOSER OPNG OCCUR SEE* •n ISOLATED OPENING BETWEEN FRAMING UP TO 24" �vJ OPENING IN DIAPHRAGM 3/4" = 1'-0" 0 NAILS TO MATCH LAP SPLICE, ES OF SPLICE (16d @ 12"oc MIN) A35 ONE SIDE T&B AT EXT OPENINGS <_ 6'-0" A35 ES T&B AT OPENINGS > 6'-0" (4) 16d, TYP A35 T&B TYP AT EXT OPENING >_ 4'-0" (1) 2x TRIMMER, TYP (2) 2x TRIMMER AT OPENING > 6-0", UNO ON PLANS NOTCHING OF STUDS NOT PERMITTED. FOR HOLES IN STUDS SEE S1.3 DBL R AT OPENINGS > 4'-0" NO SPLICES ALLOWED A35 T&B TYP AT EXT OPENING >_ 4'-0" HEADER SCHEDULE MAX SPAN NOMINAL HEADER ERG NON-BRG 6'-0" 4x8 OR 6x6 4x6 OR 6x6 8'-0" 4x10 OR 6x8 4x8 OR 6x6 10'-0" 4x12 OR 6x10 4x10 OR 6x8 12'-0" 6x12 4x10 OR 6x8 1. HEADERS TO MATCH WIDTH OF WALL STUDS. 2. HEADERS TO BE DF #1, MIN UNO. 3. FOR LARGER OPENINGS, SEE PLANS. 4. HEADER MAY BE USED AS LOWER TOP F<' AS REQD BY OPENING HEIGHT 5. AT 2x8 WALLS, USE 6x HEADER + 2x + SHIM OR 61%" GLB + SHIM. L/3 MIN D MIN ILI L/2 MAX D/4 MAX 3D MAX MAX D MIN co Q 2 D'/3 MAX D' ST2122 - CENTER ON HOLES AND ON DOUBLE R 4'-0" MIN FROM HOLE TO TOP R SPLICE (� MEMBER AND HOLE JST OR RAFTER 2" MIN D/5 & 2" MAX 2 MIN D = DEPTH OF JOIST OR RAFTER D' = STUD OR PLATE WIDTH L = CLEAR SPAN NOTE: DO NOT NOTCH OR DRILL STUDS AND JOISTS WITHIN D' OR D OF KNOTS IN WOOD HOLES AND NOTCHES IN WOOD STUDS, JOISTS, AND PLATES 3/4" 2x MIN SB @ 48"oc 1 /2" GAP 3/4" SHTG STRUCT FRMG DBL TOP R PROVIDE SHAPED UPPER TOP R TO MAINTAIN '/2" GAP AT SLOPED RAFTERS FULL HT STUD WALL coar DESIGN GROUP 200 E STREET, SANTA ROSA, CA 95404 619.698.9177 1 www.coargroup.com ZFA STRUCTURAL ENGINEERS 250 d street I suite 200 zfa.com santa rosa ca 95404 707.526.0992 zfa job no. 24071 copyright © 2025 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOTTO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. ROF E I S 0�\ 12/10/2025 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 24071 1 /2" GAP SHEET TITLE: 3/4" TYPICAL WOOD SDPW19600 DETAILS @ 48"oc MAX PARALLEL PERPENDICULAR NOMINAL OR MANUFACTURED LUMBER FRAMING NOTE: INSTALL SDPW AT q OF BLOCKING OR STRUCTURAL FRAMING AND WITHIN MIDDLE HALF OF DOUBLE TOP PLATES DTYPI3 CAL NON-STRUCTURAL STUD WALL DETAILS 3/4" = 1'-0" SHEET NUMBER: Slm3 MECH UNIT CONNECT UNIT TO CURB PER MFR PROVIDE 18r " Z CLIP W/ (4) #10 TEK SCREWS TO MECH UN & (4) #10 TEK SCREWS TO CURB ALL SIDES, N '/4"Ox3" LAG BOLT @ 2. 6" FROM ENDS (MIN (3 MU: 1430# MAX I I CURB PER MECH DWGS 4x W/ '/2 "0 LAG BOLT @ 32"oc & 12" FROM ENDS (MIN (2) ES) OMIT WHERE NOT REQD 4x OR GLIB MECHANICAL CURB DETAIL ABOVE 4x OR GLB 1 1/2" = 1'-0" SIM AT LOW BM END I �2% 2 3/LAG SCREW �L (2) '/4"0 x 4" WS AT q BM (WHERE D IS LESS THAN (WHERE D IS A CASE I OR EQUAL TO 1'/2" B CASE 2 GREATER THAN 1'h") NOTES: 1. DO NOT OVERCUT NOTCHES OR SEAT CUTS. 2. D MAX = BEAM DEPTH/4 SEE OTHER DETAILS FOR ADDITIONAL NOTCH OR SEAT CUT SIZE INFORMATION. 3. MINIMUM LAG SCREW LENGTH = D + 2'/2". BEAM SEAT CUT/NOTCH REINFORCEMENT 3/4" = 1'-0" In M LO N O N CEILING JOIST SCHEDULE MAX SPAN JOIST SIZE HANGER IF REQUIRED LEDGER IF REQUIRED 9'-0" 2x4 @ 16"oc LU24 2x4 W/ (2) 16d @ 16"oc 12'-6" 2x6 @ 16"oc LU26 2x6 W/ (3) 16d @ 16"oc 14'-0" 2x8 @ 16"oc LU28 2x8 W/ (4) 16d @ 16"oc 19'-0" 2x10 @ 16"oc LU210 2x10 W/ (5) 16d @ 16"oc NOTES: 1. CEILING JOIST SCHEDULE IS BASED ON LL = 10 psf. 2. WHERE LEDGERS ARE NAILED THROUGH WALL SHTG, USE 20d NAILS IN LIEU OF 16d NAILS. 3. PROVIDE MIDSPAN BLOCKING AT 2x10 JOISTS. CEILING JOIST SCHEDULE 3/4" = 1'-0" 4 1/2" MIN o ® O �- - SILL SPLICE 12' MAX AS OCCURS 4 1/2" MIN 12" MAX, TYP q SILL& O — —�— CONDUIT OFFSET CONDUIT CASE 1 - SINGLE. CONDUIT DIAMETER <_ D/3. MIN SPCG = 16"oc 1.5D<L<3D 41/2" SPLITS LONGER THAN 3D REQUIRE REPLACEMENT OF SILL CASE 2 - SPLIT IN SILL 4 1/2" 4 1/2" SPCG PER SW SCHED PER SCHED O CASE 3 - SINGLE, CONDUIT DIAMETER > D/3 4 1/2" . 14 1/2" MAX 4 1/2" SPCG PER SW SCHED 00 00 ® > o C N Z N PER SCHEDO CASE 4 - NOTCH FOR CONDUIT 4 1/2" 14 1/2" 4 1/2' SPCG PER MAX SW SCHED TOP PLATE SPLICE SCHEDULE MARK LAP SPLICE (CASE 1) STRAP SPLICE (CASE 2) ❑A (12) 16d PER 4'-0" MIN LAP MSTC28 © (22) 16d PER 4'-0" MIN LAP MSTC40 © (26) 16d PER 6'-0" MIN LAP MSTC52 ❑D (32) 16d PER 6'-0" MIN LAP MSTC66 ❑E (36) 16d PER 8'-0" MIN LAP MSTC28 EA SIDE ❑F (44) 16d PER 8'-0" MIN LAP MSTC40 EA SIDE © (50) 16d PER 10'-0" MIN LAP I MSTC52 EA SIDE NOTES: 1. AT LAP SPLICES, SPACE NAILS @ 3"oc MIN (MAX 12"oc). STAGGER AT 2�/2" GAGE. 2. USE STRAP SPLICE WHERE BM INTERSECTS TOP R. 3. NAILS TO MATCH LAP SPLICE ES OF SPLICE (16d @ 12"oc MAX) 4. USE SPLICE TYPE A UNO. SEE SEE EQUAL # SPLICE BOTH [E HERE NOTE 3 LAP NOTE 3 NAILS EE STRAP a 2xSIB W/PEN &16dAT� PEN SPCG TO R STUD ALIGNED UNDER CASE 1 PLATE SPLICE, TYP CASE 2 TOP PLATE SPLICE SCHEDULE AND DETAILS 3/4" = 1'-0" LEDGER SPLICE SCHEDULE MARK CASE STRAP/PLATE CASE STRAP/PLATE OA 1 MSTA24 - OB 1 MSTA30 - OC 2 MSTI48 3 MST160 OD 2 CMST14x5'-6" 3 CMST14x6'-0" R �/4" W/ (6) 1"0 MB OE 2 (2) MSTI48 4 ES OF SPLICE STRAP OVER SHTG OPTION BM AS OCCURS O� SEE NOTE #3 STRAP CASE 1 CASE 2 SPLICE NOTES: 1. PROVIDE 3x OR (2) 2x STUDS AT SPLICE 2. ALL NAILS TO BE 10d NAIL ALL HOLES 3. FOR CASE 1, SPLICE W/ MSTA36 AT BM 4. USE SPLICE TYPE 'A' UNO DRILL STRAPS FOR HGR NAILS DBL STRAP AS OCCURS 1" MIN 1" MIN STRAP 3'/2" MAX DEEP x '/4" MAX WIDTH SLOT IN BM CONDUIT - LOCATE ON SIDE STRAP OPPOSITE FROM SW SHTG O o BE 1 1/2" 11 4" 7" PER SCHED CASE 5 - MULTI CONDUIT, DIAMETER > D/3 NOTE: SCHEDULE A CASE 3 CASE 4 CASE 5 SWO 48" 32" 48" SW© 64" 48" 64" SW© 80" 64" N/A SW(6) AND HIGHER N/A N/A N/A HOLES IN PLAT 3/4" = 1'-0" 0� 1. ALL PENETRATIONS THROUGH SHEAR WALL SILL PLATE SHALL CONFORM TO THE REQUIREMENTS OF THIS DETAIL OR BE REROUTED PRIOR TO INSTALLATION OF SILL. 2. PROVIDE ADDITIONAL ANCHOR BOLTS AS REQUIRED TO MEET INDICATED SPACINGS. ADDITIONAL ANCHOR BOLTS TO BE INSTALLED AT CENTERLINE OF SILL PLATE PER 5/S1.1 WHERE NECESSARY. AB DIA AS REQD BY SW SCHED. MATCH CAST -IN -PLACE EMBED. AT SHEAR WALL NOTE: PROVIDE BOLTS 4'/2" MIN & 12" MAX FROM EE WALL SHTG ES AS OCCURS 4x ES W/ %"0 WELDED THIRD STUD @ 24"oc, OF ALL NAILERS MB MAY BE USED IN LIEU TYP LINO - PROVIDE ALT OF WELDED THIRD STUD %"0 WTS @ 12"oc AT TYP HSS COL PER PLAN WALL PEN LESS THAN 5/,6 4"oc, BEVEL CORNER 2x ES W/ %"0 WTS OF NAILERS @ 32"oc, TYP UNO - All" IF PROVIDE 3x ES W/ %.,o PAF @ 24"oc SHIM AS WTS @ 24"oc AT WALL REQD \ PEN LESS THAN 6"oc SEED OTHERWISE WALL PEN HSS COLUMN WITHIN WALL HSS COLUMN AT CORNER A C 3x W/ %"0 WELDED THIRD STUD @ 32"oc, CSK (1" MAX) , TYP LINO 2x OR 3x ES MAX I /\ L �- BILKSS WHERE REQUIRED ALIGN TRIM STUD, W/ NAILER ABV O2x SAD FOR END OF WALL LOC 2x UNO, CSK NOT PERMITTED AT 2x SEE O OTHERWISE SEE OTHERWISE COLUMN AT END OF WALL IDE FLANGE NAILER &HSS &�(C (EDGE OF OPNG SIM) HANNEL & HSS SIM) TYPICAL STEEL BEAM/COLUMN NAILERS r 6 CASE 3 CASE 4 LEDGER OR RIM SPLICE 3/4" = 1'-0" HEDULE cDar DESIGN GROUP 200 E STREET, SANTA ROSA, CA 95404 619.698.9177 1 www.coargroup.com ZFA STRUCTURAL ENGINEERS 250 d street I suite 200 zfa.com santa rosa ca 95404 707.526.0992 zfa job no. 24071 copyright © 2025 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOTTO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. ^ PROF /ooNo 12/10/2025 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 SLOT BM NEAR END ON Y \ PER CASE 3 1 3/4" 1 3/4" DESCRIPTION: DATE: HUS HGR TO FIT BID SET 12/15/25 BLW STRAP NOTCH TOP OF JST AS REQD TIE STRAP SCHEDULE MARK STRAP MIN. NAILING ES OF* MAX. NAIL SPACING (SEE NOTES #1&#2) MIN. END LENGTH (EL) CASE 1 CASE 2 EL RL (A) CS16 (10) 10d 10d @ 4"oc STGR FILL ALL NAIL HOLES 10d @ 4"oc STGR 12" © CS14 (13) 10d 1od @ 4"oc STGR FILL ALL NAIL HOLES 10d @ 4"oc STGR 16" © CMSTC16 (25) 10d 10d @ 3"oc STGR FILL ALL NAIL HOLES 10d @ 3"oc STGR 24" OD CMST14 (33) 10d 10d @ 3'/z"oc STGR FILL ALL NAIL HOLES 10d @ 3'/z"oc STGR 32" VE CMST12 (43) 10d 10d @ 3'% oc STGR FILL ALL NAIL HOLES 10d @ 3'/z"oc STGR 48" 1. CASE 1 APPLIES UNLESS END LENGTH (EL) IS NOTED ON PLANS. WHERE END LENGTH (EL) IS NOTED, SEE CASE 2. 2. AS REQUIRED, PROVIDE CLOSER NAIL SPACING TO MEET MINIMUM NAILING EACH SIDE OF • . CUTLENGTH CUT LENGTH EQ EQ END LENGTH (EL) REMAINDER LENGTH (RL) CASE 1 CASE 2 3. LOCATE STRAPS OVER SHEATHING AND BLOCK UNDER STRAP W/ FLAT 2x6 (2x4 AT CS16/CS14) WHERE NO FRAMING OCCURS, UNO. 4. SEE PLANS FOR STRAP LENGTHS, LOCATIONS AND DETAILS, UNO. 3 TIE STRAP SCHEDULE 3/4" = 1'-0" PROJECT NUMBER: 24071 SHEET TITLE: TYPICAL WOOD DETAILS SHEET NUMBER: Slm4 GENERATOR, SED, ANCHOR TO GENERATOR PAD 12" MAT OUTSIDE PER 16 BLDG ENVELOPE, TYP S4.1 PER(&W S0.1 S4.1 12" MAT SLAB ON GRADE, TYP AT GENERATOR PAD, PER�� S0.1 S4.1 2x8 STUDS @ 16" oc, TYP AT GRID LINE (�)- SFRS HDU11 HSS5x5x% w 9 m H SS5x5x %t 18' MAT SLAB ON GRADE, � 2 TYP WEST OF GRIDLINE 7, \ S4.1 PER �, S0.1 S4.1 L HDU2 �I FROM ABV - 0 o w ow I00 �z aCO UI N ago ICU I HSS5x5x'/4 HSS5x5x'/4j 4x6 STUDS @ 16" oc, I TYP THIS GRID LINE 6 S4.1 HDU14 O SFRS (Kyl W24x62 W24x62 W24x62 2 3 4 5 6 77 88 9 10 11 12 13 14 I I I I \ I I I I I TYP STAIR 1 1 TYP&L STRUCTURAL WALL BLOCKING VOR ALL GRAB BAR, SEE S2.4 FOR PARTIAL TRELLIS PLAN FRAMING S2. I I HANDRAIL, SHOWERS,,E,AT, ANDPTHER ARCHITECTURAr4) MECHANICAL, ELECTRICAL,(PLU�MBING ATTACHMENTS SHALL BE 4x MINIMUM x WALL WIDTH STU15DBLOCKS WITH A34 TOP AND ==�I BOTTOM AND EACH END OF BLOCK - - Air 7 -�I ATWATE FOUNTAIN UTILITY PENETRATION, WIDEN GRADE BEAM II AND PROVIDE 12" MIN, EA SIDE OF I 12 -=-'I PENETRATION, REINF PER 2 l %aF�-II-T��==� - - - - S1.2 - - L _�- - - - - - - -EXTERIOR GRA E�AMS CF18 A�PE�S4�1 TYP UN2 HSS5x5x'/4 TYP, GL B --I L a O 10 D 9 D I I 10'-6" JHU ElE HDU11 EE HDU11 EELO I- w 15" MAx I N S4.1 o HSS5x5x'/ CF30 HDU2 I I w I HSS5x5x'/4 I I EDGE OF w o k I A 8 I MAT SLAB, Q l o HDU2 -� I A PROVIDE 4x STUD I S4.1 OPNG I TYP I HSS5x5x'/a = I U I7-7 7'-6" 5 AT WATERHEATER I HDU2 E --- f 54.1 HDU2 EE STRAPS L �15" MIN 'HSS5x5x'/4I BEARING HSS5x5x'/4 HDU2 I AT WOOD POST IN WALL NONSTRUCTURAL T�-L r�-L r 11 IF 4 u II u u II u u 1 u II II I I WALLS, CONNECT W/ ABA BASE TYP S4.1 14 -0 I 1 11 IJL II JLJI JLu JL JI _ IL JL JI _ II_ JII II LJL II_ 1L 11 T�I F CF30 1 -FT T-F 4 II II II S4.1 HDU14 CF30LJ 1 I ILE ---- JLJI-ILJLF-E D 9.6 - D 14'-6" HD19 HDU14 EE HDU14 HDU11 J PROVIDE 4x STUD AT w CD 'T ZD HDU11 I I WATERHEATER STRAPS �o = M 18" SLAB I I oo 12" SLAB - U m I I" TYP HSS HSS5x5x'/ I S4.1 AT GB II 4.1 TYP SHEAR HDU5 I 7 i ]WALL S4.1 COL HSSI D H SS5x5xTYP '/4 15'-0" C9 HDU8 EE U /-HSS5x5x'/ L L LOWI HSS6x4x'/ 12" MAT SLAB ON GRADE, TYP PER C 1 14 S0.1 S4.1 f i4.1 LOCALLY THICKEN SLAB AT HD PER(7 , TYP w S1.3 - w b� 00 ih � N Q HSS5x5x'/4 HDU4 HSS5x5x/4 HSS5x5x'/ iJISS515x'/4 / g BEARING WALL 2x8 STUDS @ 16" oc, _ L - - CF30 TYP THIS GRID LINE w o S4.1 HSS5x5x'/4 w I 3 TYP, BRG 2 I S4.114 ULl WALL S3.1 ' 10 U L° o HDU4 HDU14 16'-0" S4.1 = 12" MAT OUTSIDE BLDG ENVELOPE, TYP B - PER S0.1 C S4.1 1 5'-6„ 3'-3„ B HDU4 EE 4'-9" 4'-6" 4'-9" HDU4 EE HDU4 EE HDU4 EE HDU4 EE I I I I I 1 2 3 4 5 FOUNDATION PLAN 1 /8" = 1'-0" CONTINUOUS FOOTING SCHEDULE MARK 'b' 'd' REINF 'a' NOTES CF12 12" 16" (2) #6 T&B CF18 18" 22" (2) #6 T&B CF30 1 30" 1 30" (4) #6 T&B 6 I 7 8 SHEAR WALL SCHEDULE ANCHORAGE SW APA RATED EXP 1 NAILING REMARKS "0 BOLT FDN AT FRAMING z SHEATHING (PEN) 2x SILL 3x SILL 16d A35 SCREW' OA '%32" (32/16) CD 10d @ 6"oc 32"oc 48"oc 8"oc 24"oc 16"oc © '%32" (32/16) CD 10d @ 4"oc 24"oc 32"oc 4"oc 16"oc 12"oc © '%32" (32/16) CD 10d @ 3"oc 16"oc 24"oc 4"oc 12"oc 8"oc 3x MIN AT ALL OD 'V32" (32/16) CD 10d @ 2"oc - 16"oc ows 8"oc 6"oc ADJOINING @)3 PANEL OE '%2" (32/16) CD 10d 3"oc @ - 12"oc (2) Rows 2"oc 6"oc (2) ROWS 6"oc EDGES BOTH SIDES @ @ NOTES: 1. 2x SILL: SDS'/4x4'/2" OR SDWS 0.22"x4". AT 3x SILL: SDS'/4x6" OR SDWS 0.22"x6" 2. FOR SCREW @ 6"oc OR LESS & DBL ROW OF ANCHORAGE PROVIDE 4x OR EQUIVALENT SB/RIM BLW. AT DBL ROW STGR ROWS TYPICAL. O U - ^ /-HSS5x5x'/ HSS5x5x'/4 I � I I 13 S4.1 I I B �HSS5x5x'l HDU4 EE I I I I EASEMENT BY OTHERS 11 I I I I I I 9 10 11 12 13 14 IN Al DRAWINGS FOR COMPLETE LOCATIONS, DEPTH AND SLOPE INFORMATION. DEPRESSION PER 4/S 1.2 & 5/S 1.2 1 11 = 20'-0" INDICATES EXPOSED SLAB SLOPED TO DRAIN, SAD, SPD FOR ADDITIONAL REQUIREMENTS 01 FOUNDATION PLAN NOTES: 1. REFER TO SHEETS S0.1, S1.1, S1.2 AND S1.3 FOR GENERAL NOTES AND TYPICAL DETAILS. THE FOLLOWING DETAIL REFERENCES ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE ONLY. ALL GENERAL NOTES AND TYPICAL DETAIL SHEETS NOTED ABOVE ARE APPLICABLE AND SHALL BE FOLLOWED. 2. DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. 3. SEE DETAILS OR CURB PLAN FOR CURB LOCATIONS. COORDINATE WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. PROVIDE LONGER ANCHOR BOLTS AT CURBS PER C/S0.1 . 4. ALL EXTERIOR WALLS NOT DESIGNATED AS SHEAR WALLS ON PLANS SHALL BE SHEATHED AS SHEAR WALL TYPE W PER SHEAR WALL SCHEDULE, LINO. 5. PLUMBING AND ELECTRICAL CONDUIT AND GROUND STRAP SHALL NOT BE LAID WITHIN FOUNDATIONS. NO UTILITY PIPES OR CONDUITS SHALL BE LOCATED THRU COLUMN FOOTINGS OR FRAME FOOTINGS. NO PIPES OR CONDUITS THRU SILL PLATES SHALL BE WITHIN 12" OF HOLDOWN BOLTS. NO MECHANICAL, ELECTRICAL, OR PLUMBING OPENINGS SHALL BE LOCATED IN SHEAR WALLS UNLESS SHOWN AND DETAILED ON THE STRUCTURAL DRAWINGS. NO VERTICAL OR HORIZONTAL PIPES OR CONDUITS SHALL BE LOCATED THROUGH STEEL FRAMES, STEEL COLUMNS, OR STEEL BASE PLATES. PROVIDE FURRING AND/OR THICKENED CONCRETE WHERE REQUIRED TO CLEAR UTILITY SYSTEMS. NOTIFY STRUCTURAL ENGINEER/ARCHITECT PRIOR TO ANY INSTALLATION NOT CONFORMING TO THESE DETAILS. PIPES THROUGH FOOTINGS SHALL BE PER 2/S1.2AND 2/S1.1 . PIPES PARALLEL TO FOOTINGS SHALL BE PER 3/S1.2. PIPES AT MAT SLAB SHALL BE PER 2/S1.2. PIPES THROUGH WOOD FRAMING SHALL BE PER 2/S1.3 AND 5/S1.4 . 6. SEE C/50.1 FOR SOILS ALLOWABLE DESIGN CRITERIA AND GEOTECHNICAL REPORT INFORMATION. 7. IF ENCOUNTERED, PROVIDE DEWATERING AS REQUIRED PER GEOTECHNICAL REPORT. PLAN LEGEND SYMBOL REFERENCE DESCRIPTION DETAIL 1/S1.3 INDICATES STRUCTURAL WALL. INDICATES SHEAR WALL TYPE AND MINIMUM 9/S1.3 F/S0.1 WALL LENGTH. SYMBOL LOCATION INDICATES SHEATHED FACE OF WALL UNLESS NOTED OTHERWISE. "HDUx" INDICATES SIMPSON A HDUx HOLDOWN AT EACH END UNO. ® E/S0.1 INDICATES WOOD POST. 0 7/S1.3 AT FOUNDATION INDICATES POST WITH HOLDOWN. POSTS WITH ®' HOLDOWN ARE FULL 8/S1.3 FLOOR TO FLOOR HEIGHT FROM SILL TO TOP 1/S6.3 AT BEAM PLATE. 2/S6.3 AT BEAM (STEEL) INDICATES STEEL COLUMN. LOCATE COLUMN AT Q, ❑ , I 6/S1.4 q OF WALL FRAMING (EACH WAY AS OCCURS) UNO. - INDICATES FOUNDATION. INDICATES CONTINUOUS FOOTING SIZE CF24 AND REINFORCING PER SCHEDULE. 4/S1.2 INDICATES STEP IN ELEVATION, SEE 5/S1.2 ARCHITECTURAL DRAWINGS. $$ INDICATES GRIDLINE. 1 S3. INDICATES ELEVATION. 0 INDICATES CONCRETE CURB BELOW WOOD FRAMED WALL, SAD FOR MORE INFORMATION CURB PLAN 1 " = 20'-0" 1nT`- JLL- ❑ 0 ❑ ❑ ❑ Cl ❑ coar DESIGN GROUP 200 E STREET, SANTA ROSA, CA 95404 619.698.9177 1 www.coargroup.com ZFA STRUCTURAL ENGINEERS 250 d street I suite 200 zfa.com santa rosa ca 95404 707.526.0992 zfa job no. 24071 copyright© 2025 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. ROF E�0N�� 12/10/2025 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 24071 SHEET TITLE: 13 FOUNDATION PLAN 11 11 SHEET NUMBER: S2ml a LP ai 77 ri L0 N O N N SFRS G -- L 2 3 4 5 6 7 8 9 10 11 12 13 14 I I I I I I I I I I I I O O O v O 2 TYP STAIR �Sy FRAMING 2x6 MIN @ 16" oc - - W/ PEN NAILING 7 C ST GL 7 SHEAR WALL HDR PER 1 EA JOIST C S6. 6x12 FULL I NAILING & STRAPS PER S3.4 TYP LINO S1.3 S0.1 ROOF SHTG PER HDU PIER 11 � I HDU5 EE 5' x1 PS�L S6• AYC x10 AYC 6x 0 AYC 6 01. C 6x 0 YC 6x1 10 12 AYC x @ 48" c : w S6. S6. 14 16 E : Q 5'/4x11'/ LVL S6. S6. - - - - - A 12'-0" - 0 X 0 1-1�16 " 0 6x6 P GL 2 SHEAR WALL ERTED HUC S6.3 E 2x10 24c - - Z PER 18 Q 4 v 5 M STA24 ALIGNED 4x O 2 S6.2 NAILING & STRAPS PER v 8 S6. 11 6x10 S6' x1 RAFTER 6x12 S6. Q S6. S3.3 LJ 6xl ,it LJ 9 - - - - - - - - - - , S6. i I S6. g725# - x 7 A 10'-0" LIGNED 5A 11 /s LVL AT 2ND 6 °o N : , > J B 10 S6 3 3 /2x9 /a AT OP 6x10 ............ ..? ... 7 FLR S6. ALIGNED 3'/x11'/8 VL S6. - S3 2 HSS5x5x'/a X \ ' ' ' ' ' .... ..... S6.1 .. . X 15 S6. 1 „oc G 13 B 11 + S6. S6.3 4 �v� Ut`1\1 • S6.3 `�' �+ U� 3 4X9 S6. N J IM _110# 20 3 �ZXgy4 M S6.5 S s 0 - - -E - 1, \a -- S6. , .............. .......... _ 10 J ' HSS5x5x'/4 \a 18 19 F IM 19 18 4 S6. . ................ ....... S6.4 : S6.3 S6.3 S6.3 I LL S6. r �. ALIGNED 3'/2x11s LVL '/4x9'/2 LVL 60 0: I F- : I: z: U- 1 2 ; O G <: I: O G I:x 15 J S3.3 Q. N x: N I:W S3.3 S6. J n cxo I z X z; 2 �: + I Q TYP 1 71D Q��' S6.5 I: �� . 1 DORMER S3. J 9 JQ S2. FR NG AL 1 ED JOIST <<Fy p 1�`L Q 6 I• <�cc+,�`L I . 2 17 S6. I. I S6. ALIGNED 3'/2x11'/a LVL GN _ � A D JUST - _ -- . - ' S6 A L I D 5' 113s�VL- x - - _ _ p Li 7 B 11D6" n n - - '%x30 GL n ri 15'-0" S6.1 HDU11 EE 1 ��y +� YP AT : F,y +� 1 Q ; S3.4 ��• : 2x12 24' c, 11 EE 7 JP L' • .: LIBRARY HIGH ROOF N�JP\' ALI'N•D5%4x11%BLVL 'Z• + F Q w 10 $ N N LL : N : CM S6. S6.1 4 X. X : CS x48" LG O X ;� m S6. © `� `° o x : SHTG, TYP © 6 w 2 ❑E p VALLE S6.1 � O G C7 S6.1 w > z: HSS5x5x'/4 J HU 18 MSL4--\kQ 17 S 3 2 IGNED 5'Ax11'/8 LVL S6.4............. Ini13 '/x15 S6.3 S6. 9 HSS5x5x'/4 a S6 LO 16 31 BENT BEAIV� x SEE S2.4 FOR PARTIAL TRELLIS PLAN PLYWD OVER � WOOD E 10 DECKING PER S0.1 S1.3 AYC 6x1 TYP AT PORCH B _x x VED RAF E DBL AYC 2x12 W/ 10d @ 6"oc, STGR, PROVIDE LS90 ES - AT BLDG E 17 g >6.1 S6.1 5 WELDED BUCKET PER S6.3 �6 CALIFORNIA FRAMING, TYP IN SHADED REGION PE 14 EL� x S6.3 2 AB C �6. 18 SIM CMST16 W/ 10d @ 6" oc TO 4x SB, 4 BAYS MIN >6. BLW x 10 1SIM S6. W14x22 : 16 � 20 � 1 1 S6 18 > I HSS5x5x'/4 KP ❑F 7 8 FLOOR SHTG PER S0.1 S6.1 S6 14 11 C S6. S6. 14'-6" HDU5 EE lb-° S6. w S6. c �w S6. ° r' LU S6.1 z 8 O g C� Da o `�'� C� x8 @ o C� DBL AYC 2x12 W/ 10d @ 6"oc, STGR, S6. Q �G 6x12 _O J +4i CO o J PYC 6x12 Q PROVIDE LS90 ES 0,...... .. L NED RAFTS ........... a ...... -MSTI48 AT BLDG LIGNED RAF 17 Fz17 S6 3 S6 3 CMST16 W/ 10d @ 6" or 5 4x14 PSL 6 10 MSTA24 10 FAUX BEAM, SAD 18 TO 4x SB, 4 BAYS MIN S6. S6.1 FAUX BEAM, SAD S6 2 EE © 2 S6.1 S6.1 CS14 BLW RIDGE AT EXPOSED OVERHANGS, FULLLENGTH PER 16 SAD FOR 4x RAFTER LAYOUT CS14 ABV PER 13 1 S6.3 S6.3 1 2 3 4 5 6 7 (8) 9 10 11 12 13 14 2ND FLOOR AND LOWER ROOF FRAMING PLAN 1/8" = 1'-01, HU412, TYP +N AT VALLEY HU612, TYP ATDORMER BEAM T T5'/8x3gTPLB T T m m T m ENLARGED LIBRARY ROOF FRAMING PLAN 1 /4" = 1'-01, SHEAR WALL SCHEDULE ANCHORAGE SW APA RATED EXP 1 NAILING REMARKS %"0 BOLT FDN AT FRAMING 2 SHEATHING (PEN) 2x SILL 3x SILL 16d A35 SCREW 1 O 1%2" (32/16) CD 10d @ 6"oc 32"oc 48"oc 8"oc 24"oc 16"0c © 'Y32" (32/16) CD 10d @ 4"oc 24"oc 32"oc 4"oc 16"oc 12"oc © 1V32" (32/16) CD 10d @ 3"oc 16"oc 24"oc 4"oc 12"oc 8"oc 3x MIN AT ALL O 'Y32" (32/16) CD 10d @ 2"oc - 16"oc ROWS 8"oc 6"oc ADJOINING @ 3"°C @ PANEL E O 1%2" (32/16) CD 10d 3"oc @ - 12"oc (2) ROWS „ 6 oc (2) ROWS EDGES BOTH SIDES @ 2"oc @ 6"oc NOTES: 1. 2x SILL: SDS'/4x4'/2" OR SDWS 0.22"x4". AT 3x SILL: SDS'/4x6" OR SDWS 0.22"x6" 2. FOR SCREW @ 6"oc OR LESS & DBL ROW OF ANCHORAGE PROVIDE 4x OR EQUIVALENT SB/RIM BLW. AT DBL ROW STGR ROWS TYPICAL. TIE STRAP SCHEDULE MARK STRAP MIN. NAILING ES OF* MAX. NAIL SPACING (SEE NOTES #1 & #2) MIN. END LENGTH (EL) CASE 1 CASE 2 EL RL 0 CS16 (10) 10d 101 @ 4"oc STGR FILL ALL NAIL HOLES 10d @ 4"oc STGR 12" © CS14 (13) 10d 10d @ 4"oc STGR FILL ALL NAIL HOLES 10d @ 4"oc STGR 16" © CMSTC16 (25) 10d 10d @ 3"oc STGR FILL ALL NAIL HOLES 10d @ 3"oc STGR 24" OD CMST14 (33) 10d 10d @ 3%"oc STGR FILL ALL NAIL HOLES 10d @ 3'/z"oc STGR 32" CMST12 (43) 10d 10d @ 3%"oc STGR FILL ALL NAIL HOLES 10d @ 3'/z"oc STGR 48,E 1. CASE 1 APPLIES UNLESS END LENGTH (EL) IS NOTED ON PLANS. WHERE END LENGTH (EL) IS NOTED, SEE CASE 2. 2. AS REQUIRED, PROVIDE CLOSER NAIL SPACING TO MEET MINIMUM NAILING EACH SIDE OF * . FRAMING PLAN NOTES: 1. REFER TO SHEETS S0.1, S1.3, S1.4 AND S1.5 FOR GENERAL NOTES AND TYPICAL DETAILS. THE FOLLOWING DETAIL REFERENCES ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE ONLY. ALL GENERAL NOTES AND TYPICAL DETAIL SHEETS NOTED ABOVE ARE APPLICABLE AND SHALL BE FOLLOWED. 2. DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. COORDINATE AL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. 3. MECHANICAL, ELECTRICAL AND PLUMBING PENETRATIONS THROUGH WALLS, ROOFS OR FLOORS SHALL BE PER REFERENCES BELOW UNLESS SHOWN AND DETAILED OTHERWISE ON THE STRUCTURAL PLANS. NOTIFY ARCHITECT/ENGINEER PRIOR TO ANY INSTALLATION NOT CONFORMING TO THESE DETAILS. PENETRATIONS THROUGH SHEAR WALLS SHALL BE PER 6/S1.3 . coar PENETRATIONS THROUGH FLOORS/ROOFS SHALL BE PER 5/S1.3. DESIGN GROUP 4. ALL EXTERIOR WALLS NOT DESIGNATED AS SHEAR WALLS ON PLANS SHALL BE 200 E STREET, SANTA ROSA, CA 95404 SHEATHED AS SHEAR WALL TYPE W PER SHEAR WALL SCHEDULE, UNLESS NOTED 619.698.9177 1 www.coargroup.com OTHERWISE. ZFA STRUCTURAL ENGINEERS 250 d street I suite 200 zfa.com PLAN LEGEND REFERENCE SYMBOL DESCRIPTION DETAIL 1/S1.3 INDICATES STRUCTURAL WALL. 1/S1.3 INDICATES STRUCTURAL WALL ABOVE. INDICATES SHEAR WALL TYPE AND MINIMUM 9/S1.3 F/S0.1 WALL LENGTH. SYMBOL LOCATION INDICATES SHEATHED FACE OF WALL UNLESS NOTED OTHERWISE. "HDUx" INDICATES SIMPSON A 10'-0" HDUx HOLDOWN AT EACH END UNO. INDICATES STRAPPED SHEAR WALL WITH TYPE A ST 12/S1.3 AND OVERALL WALL LENGTH, SEE ARCHITECTURAL DRAWINGS FOR 20'-0" HDUx OPENINGS."HDUx" INDICATES SIMPSON HOEDOWN AT EACH END UNO. ® E/S0.1 INDICATES WOOD POST. 8/S1.3 FLOOR TO FLOOR INDICATES POST WITH HOLDOWN. POSTS WITH ® 2 HOLDOWN ARE FULL 1/S6.3 AT BEAM HEIGHT FROM SILL TO TOP 2/S6.3 AT BEAM (STEEL) PLATE. O, ❑ , I 6/S1.4 INDICATES STEEL COLUMN. INDICATES GLULAM BEAM SIZE AND CAMBER. 31Ax12GLIB C=1" E/S0.1 WHERE NO CAMBER IS SPECIFIED SEE WOOD FRAMING NOTES FOR TYPICAL GLULAM BEAM CAMBER. 11/S1.3 INDICATES PANEL EDGE NAILING ALONG FULL LENGTH OF MEMBER. E E/S0.1 INDICATES HANGER. USE HU AND HUC AT 4x AND 6x FRAMING, CJT AT EXPOSED PORCH FRAMING, WELDED HANGERS AT HSS COL PER 5/S6.3 _ INDICATES LEDGER. SEE PLAN FOR SIZE AND ANCHORAGE. $$ INDICATES GRIDLINE 1 S3. INDICATES ELEVATION. INDICATES APPROXIMATE LOCATION, SIZE AND - MlJ - i 7/S1.4 MAXIMUM WEIGHT OF MECHANICAL UNIT. SEE 11 000# I MECHANICAL DRAWINGS FOR ANCHORAGE AND ADDITIONAL INFORMATION. 77»TT INDICATES STEP IN ELEVATION, SEE ARCHITECTURAL DRAWINGS. INDICATES TOP PLATE SPLICE. SPLICE TYPE SHALL 1/S1.4 OCCUR ALONG THE ENTIRE LENGTH OF THE WALL, UNO. PROVIDE SPLICE TYPE 'A' IF NOT NOTED ON PLANS. INDICATES LEDGER/RIM SPLICE. SPLICE TYPE 2/S1.4 SHALL OCCUR ALONG THE ENTIRE LENGTH OF THE WALL, UNO. PROVIDE SPLICE TYPE W IF NOT NOTED ON PLANS. 3/S1.4 INDICATES TIE STRAP. SEE SCHEDULE FOR STRAP, NAILING AND LENGTH. TOP PLATE SPLICE SCHEDULE MARK LAP SPLICE (CASE 1) STRAP SPLICE (CASE 2) 0 (12) 16d PER 4'-0" MIN LAP MSTC28 © (22) 16d PER 4'-0" MIN LAP MSTC40 © (26) 16d PER 6'-0" MIN LAP MSTC52 0 (32) 16d PER 6'-0" MIN LAP MSTC66 0 (36) 16d PER 8'-0" MIN LAP MSTC28 EA SIDE 0 (44) 16d PER 8'-0" MIN LAP MSTC40 EA SIDE © (50) 16d PER 10'-0" MIN LAP MSTC52 EA SIDE LEDGER SPLICE SCHEDULE MARK CASE STRAP/PLATE CASE STRAP/PLATE AO 1 MSTA24 - OB 1 MSTA30 - CO 2 MSTI48 3 MST160 DO 2 CMST14x5'-6" 3 CMST14x6'-0" E %" W/ (6) 1"0 MB OE 2 (2) MSTI48 4 ES OF SPLICE santa rosa ca 95404 707.526.0992 zfa job no. 24071 copyright @ 2025 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. ^ PROFESS/o 12/10/2025 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 24071 SHEET TITLE: 2ND FLOOR AND LOWER ROOF FRAMING PLAN SHEET NUMBER: S2m2 FRAMING PLAN NOTES: 1. REFER TO SHEETS S0.1, S1.3, S1.4 AND S1.5 FOR GENERAL NOTES AND TYPICAL DETAILS. THE FOLLOWING DETAIL REFERENCES ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE ONLY. ALL GENERAL NOTES AND TYPICAL DETAIL SHEETS NOTED ABOVE ARE APPLICABLE AND SHALL BE FOLLOWED. SFRS E - LSTA24 O/ - SHEATHING LSTA24 O/ SHEATHING JB HGR, TYP AT APPARATUS BAY SFRS � - 2. DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. 3. MECHANICAL, ELECTRICAL AND PLUMBING PENETRATIONS THROUGH WALLS, ROOFS OR FLOORS SHALL BE PER REFERENCES BELOW UNLESS SHOWN AND 1 2 3 4 5 6 7 8 9 10 11 12 13 14 DETAILED OTHERWISE ON THE STRUCTURAL PLANS. NOTIFY ARCHITECT/ENGINEER PRIOR TO ANY INSTALLATION NOT CONFORMING TO THESE DETAILS. PENETRATIONS THROUGH SHEAR WALLS SHALL BE PER 6/S1.3. cDar PENETRATIONS THROUGH FLOORS/ROOFS SHALL BE PER 5/S1.3 . DESIGN GROUP 4. ALL EXTERIOR WALLS NOT DESIGNATED AS SHEAR WALLS ON PLANS SHALL BE 200 E STREET, SANTA ROSA, CA 95404 SHEATHED AS SHEAR WALL TYPE W PER SHEAR WALL SCHEDULE, UNLESS NOTED 619.698.9177 1 www.coargroup.com OTHERWISE. CALIFORNIA FRAMING TYP AT SHADED REGION PER/'l-�A ibb- m'l N�gaa�' I I 1909 5'/4x11'/ LVL I I I I I I 1 2 3 4 5 6 UPPER ROOF FRAMING PLAN 1 /8" = 1'-0" a 6) ai co N CD N N FLAT ROOF SHEATHING E BELOW PER S0.1 ❑0' SLOPED SHEATHING E / ABOVE AT MANSARD PER HDR PER TYP LINO S1.3 I I D.1 TYP OPENING FRAMING PER es � I PC6Z. EE OF BEAM 7 8 I I II I I I II I I I II I I I II I I I II I I I II I I I II -- ---------4 ------------ 4-1 I I I I I I v�v I / III I i I i I I fil I I I I I II I I I II I I I II I I I I I L -+--- ---------------- I I I I 9 10 11 12 13 14 TIE STRAP SCHEDULE MARK STRAP MIN. NAILING ES OF* MAX. NAIL SPACING (SEE NOTES #1&#2) MIN. END LENGTH (EL) CASE 1 CASE2 EL RL (A) CS16 (10) 10d 10d @ 4'bc STGR FILL ALL NAIL HOLES 10d @ 4"oc STGR 12" © CS14 (13) 10d 10d @ 4"oc STGR FILL ALL NAIL HOLES 10d @ 4"oc STGR 16" © CMSTC16 (25) 10d 10d @ 3'bc STGR FILL ALL NAIL HOLES 10d @ 3'bc STGR 24" 0 CMST14 (33) 10d 10d @ 3'/z"oc STGR FILL ALL NAIL HOLES 10d @ 3'/'bc STGR 32" 0 CMST12 (43) 10d 10d @ 3'/2'bc STGR FILL ALL NAIL HOLES 10d @ 3Y2"oc STGR 48" 1. CASE 1 APPLIES UNLESS END LENGTH (EL) IS NOTED ON PLANS. WHERE END LENGTH (EL) IS NOTED, SEE CASE 2. 2. AS REQUIRED, PROVIDE CLOSER NAIL SPACING TO MEET MINIMUM NAILING EACH SIDE OF • . PLAN LEGEND REFERENCE SYMBOL DESCRIPTION DETAIL 1/S1.3 INDICATES STRUCTURAL WALL. 1/S1.3 INDICATES STRUCTURAL WALL ABOVE. INDICATES SHEAR WALL TYPE AND MINIMUM 9/S1.3 F/S0.1 WALL LENGTH. SYMBOL LOCATION INDICATES SHEATHED FACE OF WALL UNLESS NOTED OTHERWISE. "HDUx" INDICATES SIMPSON A 10'-0° HDUx HOLDOWN AT EACH END UNO. INDICATES STRAPPED SHEAR WALL WITH TYPE A ST 12/S1.3 AND OVERALL WALL LENGTH, SEE ARCHITECTURAL DRAWINGS FOR 20,-0" HDUx OPENINGS."HDUx" INDICATES SIMPSON HOLDOWN AT EACH END UNO. ® E/S0.1 INDICATES WOOD POST. 8/S1.3 FLOOR TO FLOOR INDICATES POST WITH HOLDOWN. POSTS WITH ® 2 HOLDOWN ARE FULL 1/S6.3 AT BEAM HEIGHT FROM SILL TO TOP 2/S6.3 AT BEAM (STEEL) LL PLATE. O, ❑, I 6/S1.4 INDICATES STEEL COLUMN. INDICATES GLULAM BEAM SIZE AND CAMBER. 3'''Ax12 GLB C=1" E/S0.1 WHERE NO CAMBER IS SPECIFIED SEE WOOD FRAMING NOTES FOR TYPICAL GLULAM BEAM CAMBER. 11/S1.3 INDICATES PANEL EDGE NAILING ALONG FULL LENGTH OF MEMBER. E/S0.1 INDICATES HANGER. USE HU AND HUC AT 4x AND 6x FRAMING, CJT AT EXPOSED PORCH FRAMING, WELDED HANGERS AT HSS COL PER 5/S6.3 _ INDICATES LEDGER. SEE PLAN FOR SIZE AND ANCHORAGE. $$ INDICATES GRIDLINE 1 S3. INDICATES ELEVATION. INDICATES APPROXIMATE LOCATION, SIZE AND _ __ _ MU i 7/S1.4 MAXIMUM WEIGHT OF MECHANICAL UNIT. SEE 1,000# MECHANICAL DRAWINGS FOR ANCHORAGE AND ADDITIONAL INFORMATION. INDICATES STEP IN ELEVATION, SEE ARCHITECTURAL DRAWINGS. INDICATES TOP PLATE SPLICE. SPLICE TYPE SHALL -❑A 1/S1.4 OCCUR ALONG THE ENTIRE LENGTH OF THE WALL, UNO. PROVIDE SPLICE TYPE W IF NOT NOTED ON PLANS. INDICATES LEDGER/RIM SPLICE. SPLICE TYPE 2/S1.4 SHALL OCCUR ALONG THE ENTIRE LENGTH OF THE WALL, UNO. PROVIDE SPLICE TYPE'A' IF NOT NOTED ON PLANS. 3/S1.4 INDICATES TIE STRAP. SEE SCHEDULE FOR STRAP, NAILING AND LENGTH. TOP PLATE SPLICE SCHEDULE MARK LAP SPLICE (CASE 1) STRAP SPLICE (CASE 2) A❑ (12) 16d PER 4'-0" MIN LAP MSTC28 © (22) 16d PER 4'-0" MIN LAP MSTC40 © (26) 16d PER 6'-0" MIN LAP MSTC52 ❑D (32) 16d PER 6'-0" MIN LAP MSTC66 DE (36) 16d PER 8'-0" MIN LAP MSTC28 EA SIDE OF (44) 16d PER 8'-0" MIN LAP MSTC40 EA SIDE © (50) 16d PER 10'-0" MIN LAP MSTC52 EA SIDE LEDGER SPLICE SCHEDULE MARK CASE STRAP/PLATE CASE STRAP/PLATE AO 1 MSTA24 - OB 1 MSTA30 - CO 2 MSTI48 3 MST160 OD 2 CMST14x5'-6" 3 CMST14x6'-0" OE 2 (2) MSTI48 4 R'/4" W/ (6) 1"0 MB ES OF SPLICE ZFA STRUCTURAL ENGINEERS 250 d street I suite 200 zfa.com santa rosa ca 95404 707.526.0992 zfa job no. 24071 copyright © 2025 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. 12/10/2025 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 X D DESCRIPTION: DATE: BID SET 12/15/251 PROJECT NUMBER: 24071 SHEET TITLE: ROOF FRAMING PLAN SHEET NUMBER: S2m3 In N O CD N co LO N O N N ANGLE BRACING PER S7.1 8 7' - -I S7.1 F2.0 L - _J 3 F2.0 i I HSS6x4x'/4 S7 77 LI T Ll S7.1 ENLARGED STAIR FOUNDATION PLAN 3/8" = 1'-0" FT L L r F2.0 �I L_ STRINGER TO ��- POSTS PERE F2.0 S7.1 51 J �7.1 I CF18, TYP TIE BEAM TO MAT SLAB CF18 TYP NON-STRUCTURAL CONC PAVEMENT, SCD y Cl W TRASH ENCLOSURE FOUNDATION PLAN 1 /4" = 1'-0" I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I HSS5x5x'/4, TYP AT TRELLIS Fol I r----- TYP I I s4.1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ---------A LCF18TYP UNO --� 0 ❑ ❑� I I I I I I I I ENLARGED STAIR FRAMING PLAN 3/8" = 1'-01, CJTZ IN ME HSS4x4x'/4 TYP SIM FLAT ROOF W SHEATHING PER - ---__� - - OxI4 -- -- T \-J @ 24 oCA. L ---------------- S4.1 SIM, TYP AT HSS S6. TRASH ENCLOSURE ROOF FRAMING PLAN 1 /4" = 1'-0" ITZ ITZ IVA CJTZ FRAMING PLAN NOTES: 1. REFER TO SHEETS S0.1, S1.3, S1.4 AND S1.5 FOR GENERAL NOTES AND TYPICAL DETAILS. THE FOLLOWING DETAIL REFERENCES ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE ONLY. ALL GENERAL NOTES AND TYPICAL DETAIL SHEETS NOTED ABOVE ARE APPLICABLE AND SHALL BE FOLLOWED. 2. DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. 3. MECHANICAL, ELECTRICAL AND PLUMBING PENETRATIONS THROUGH WALLS, ROOFS OR FLOORS SHALL BE PER REFERENCES BELOW UNLESS SHOWN AND DETAILED OTHERWISE ON THE STRUCTURAL PLANS. NOTIFY ARCHITECT/ENGINEER PRIOR TO ANY INSTALLATION NOT CONFORMING TO THESE DETAILS. PENETRATIONS THROUGH SHEAR WALLS SHALL BE PER 6/S1.3. PENETRATIONS THROUGH FLOORS/ROOFS SHALL BE PER 5/S1.3. 4. ALL EXTERIOR WALLS NOT DESIGNATED AS SHEAR WALLS ON PLANS SHALL BE SHEATHED AS SHEAR WALL TYPE'A' PER SHEAR WALL SCHEDULE, UNLESS NOTED OTHERWISE. PLAN LEGEND REFERENCE SYMBOL DESCRIPTION DETAIL 1/S1.3 INDICATES STRUCTURAL WALL. 1/S1.3 INDICATES STRUCTURAL WALL ABOVE. INDICATES SHEAR WALL TYPE AND MINIMUM 9/S1.3 WALL LENGTH. SYMBOL LOCATION INDICATES SHEATHED FACE OF WALL UNLESS NOTED A F/S0.1 OTHERWISE. "HDUx" INDICATES SIMPSON 19-0" HDUx HOLDOWN AT EACH END UNO. INDICATES STRAPPED SHEAR WALL WITH TYPE A ST 12/S1.3 AND OVERALL WALL LENGTH, SEE ARCHITECTURAL DRAWINGS FOR 20'-0" HDUx OPEN INGS."HDUx" INDICATES SIMPSON HOLDOWN AT EACH END UNO. E/S0.1 INDICATES WOOD POST. 8/S1.3 FLOOR TO FLOOR INDICATES POST WITH HOLDOWN. POSTS WITH HOLDOWN ARE FULL 1/S6.3 AT BEAM HEIGHT FROM SILL TO TOP 2/S6.3 AT BEAM (STEEL) LL PLATE. O, ❑, I 6/S1.4 INDICATES STEEL COLUMN. INDICATES GLULAM BEAM SIZE AND CAMBER. 3%x12 GLIB C=1" E/S0.1 WHERE NO CAMBER IS SPECIFIED SEE WOOD FRAMING NOTES FOR TYPICAL GLULAM BEAM CAMBER. 11/S1.3 INDICATES PANEL EDGE NAILING ALONG FULL LENGTH OF MEMBER. E/S0.1 INDICATES HANGER. USE HU AND HUC AT 4x AND 6x FRAMING, CJT AT EXPOSED PORCH FRAMING, WELDED HANGERS AT HSS COL PER 5/S6.3 _ INDICATES LEDGER. SEE PLAN FOR SIZE AND ANCHORAGE. $$ INDICATES GRIDLINE 1 S3.1 INDICATES ELEVATION. INDICATES APPROXIMATE LOCATION, SIZE AND -MU - I 7/S1.4 MAXIMUM WEIGHT OF MECHANICAL UNIT. SEE L 1,000# J, MECHANICAL DRAWINGS FOR ANCHORAGE AND ADDITIONAL INFORMATION. INDICATES STEP IN ELEVATION, SEE ARCHITECTURAL DRAWINGS. INDICATES TOP PLATE SPLICE. SPLICE TYPE SHALL EA 1/S1.4 OCCUR ALONG THE ENTIRE LENGTH OF THE WALL, UNO. PROVIDE SPLICE TYPE W IF NOT NOTED ON PLANS. INDICATES LEDGER/RIM SPLICE. SPLICE TYPE 2/S1.4 SHALL OCCUR ALONG THE ENTIRE LENGTH OF THE WALL, UNO. PROVIDE SPLICE TYPE'A' IF NOT NOTED ON PLANS. 3/S1.4 INDICATES TIE STRAP. SEE SCHEDULE FOR STRAP, NAILING AND LENGTH. FOUNDATION PLAN NOTES: 1. REFER TO SHEETS S0.1, S1.1, S1.2 AND S1.3 FOR GENERAL NOTES AND TYPICAL DETAILS. THE FOLLOWING DETAIL REFERENCES ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE ONLY. ALL GENERAL NOTES AND TYPICAL DETAIL SHEETS NOTED ABOVE ARE APPLICABLE AND SHALL BE FOLLOWED. 2. DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. 3. SEE DETAILS OR CURB PLAN FOR CURB LOCATIONS. COORDINATE WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. PROVIDE LONGER ANCHOR BOLTS AT CURBS PER C/S0.1 . 4. ALL EXTERIOR WALLS NOT DESIGNATED AS SHEAR WALLS ON PLANS SHALL BE SHEATHED AS SHEAR WALL TYPE 'A' PER SHEAR WALL SCHEDULE, UNO. 5. PLUMBING AND ELECTRICAL CONDUIT AND GROUND STRAP SHALL NOT BE LAID WITHIN FOUNDATIONS. NO UTILITY PIPES OR CONDUITS SHALL BE LOCATED THRU COLUMN FOOTINGS OR FRAME FOOTINGS. NO PIPES OR CONDUITS THRU SILL PLATES SHALL BE WITHIN 12" OF HOLDOWN BOLTS. NO MECHANICAL, ELECTRICAL, OR PLUMBING OPENINGS SHALL BE LOCATED IN SHEAR WALLS UNLESS SHOWN AND DETAILED ON THE STRUCTURAL DRAWINGS. NO VERTICAL OR HORIZONTAL PIPES OR CONDUITS SHALL BE LOCATED THROUGH STEEL FRAMES, STEEL COLUMNS, OR STEEL BASE PLATES. PROVIDE FURRING AND/OR THICKENED CONCRETE WHERE REQUIRED TO CLEAR UTILITY SYSTEMS. NOTIFY STRUCTURAL ENGINEER/ARCHITECT PRIOR TO ANY INSTALLATION NOT CONFORMING TO THESE DETAILS. PIPES THROUGH FOOTINGS SHALL BE PER 2/S1.2AND 2/S1.1 . PIPES PARALLEL TO FOOTINGS SHALL BE PER 3/S1.2. PIPES AT MAT SLAB SHALL BE PER 2/S1.2. PIPES THROUGH WOOD FRAMING SHALL BE PER 2/S1.3 AND 5/S1.4 . 6. SEE C/S0.1 FOR SOILS ALLOWABLE DESIGN CRITERIA AND GEOTECHNICAL REPORT INFORMATION. 7. IF ENCOUNTERED, PROVIDE DEWATERING AS REQUIRED PER GEOTECHNICAL REPORT. PLAN LEGEND REFERENCE SYMBOL DESCRIPTION DETAIL 1/S1.3 INDICATES STRUCTURAL WALL. INDICATES SHEAR WALL TYPE AND MINIMUM 9/S1.3 F/S0.1 WALL LENGTH. SYMBOL LOCATION INDICATES SHEATHED FACE OF WALL UNLESS NOTED OTHERWISE. "HDUx" INDICATES SIMPSON A '-0" 10 HDUx HOLDOWN AT EACH END UNO. ® E/S0.1 INDICATES WOOD POST. 0 7/S1.3 AT FOUNDATION INDICATES POST WITH LL HOLDOWN. POSTS WITH HOLDOWN ARE FULL 8/S1.3 FLOOR TO FLOOR C� HEIGHT FROM SILL TO TOP 1/S6.3 AT BEAM 2 PLATE. 2/S6.3 AT BEAM (STEEL) INDICATES STEEL COLUMN. LOCATE COLUMN AT I6/S1.4 q OF WALL FRAMING (EACH WAY AS OCCURS) UNO. - E_ INDICATES FOUNDATION. INDICATES CONTINUOUS FOOTING SIZE CF24 AND REINFORCING PER SCHEDULE. 4/S1.2 INDICATES STEP IN ELEVATION, SEE 5/S1.2 ARCHITECTURAL DRAWINGS. $$ INDICATES GRIDLINE. 1 S3. INDICATES ELEVATION. coar DESIGN GROUP 200 E STREET, SANTA ROSA, CA 95404 619.698.9177 1 www.coargroup.com ZFA STRUCTURAL ENGINEERS 250 d street I suite 200 zfa.com santa rosa ca 95404 707.526.0992 zfa job no. 24071 copyright © 2025 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. _ PROFE /oNA, 12/10/2025 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 I DESCRIPTION: DATE: BID SET 12/15/251 PROJECT NUMBER: 24071 SHEET TITLE: ENLARGED FLOOR PLANS SHEET NUMBER: TRELLIS FOUNDATION PLAN TRELLIS FRAMING PLAN NORT ll� NORTS2m4 EIGHT MOMENT FRAME ELEVATION - GRIDLINE G PARTIAL I HSS COL OP NG OP ING 2 S5. 1 I I I I I MOMENT FRAME ELEVATION - GRIDLINE E 1/4" = 1'-01, 1/4" = 1'-01, O2 E G u U 7 APPARATUS BAY STEEL BENT BEAM 1/4" = 1'-01, a 0 0 N co Lf) N CD N N nAi ir77rnr7)nnA r7oAnninii+ BM TO 2 BM S5.1 SLOPED 5 BM TO BM S5.1 �l laoo t U I I � 1 APPARATUS BAY STEEL BEAM 1/4" = 1'-01, W 14x26 11 o� is % r t r 10 COL ' S5.1 O/ BM 2 BM TO S5.1 BM I 1 FRAME ELEVATION NOTES: 1. ELEVATIONS ARE SCHEMATIC. SEE PLANS FOR ADDITIONAL INFORMATION. 2. SEE PLANS FOR ALL COLUMN AND BEAM SIZES. 3. SAD FOR FRAMING HEIGHTS, BEAM SLOPES AND ALL DIMENSIONS. 4. NO COLUMN SPLICES PERMITTED EXCEPT WHERE NOTED. ELEVATION VIEWS SHOWN IN THESE PLANS ARE FOR cDar CONCEPTUAL USE ONLY. THE STRUCTURAL PLANS AND DETAILS DESIGN GROUP TAKE PRECEDENCE OVER ELEVATION VIEWS. 200 E STREET, SANTA ROSA, CA 95404 619.698.9177 1 www.coargroup.com ZFA STRUCTURAL ENGINEERS 250 d street I suite 200 zfa.com santa rosa ca 95404 707.526.0992 zfa job no. 24071 copyright © 2025 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. 12/10/2025 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 I Pr a DESCRIPTION: DATE: BID SET 12/15/251 PROJECT NUMBER: 24071 SHEET TITLE: SCHEMATIC STEEL FRAMING ELEVATIONS SHEET NUMBER: S3ml GRIDLIN 1 /4" = 1'-01, PORCH BEAM HSS KING POST PERP STEEL BEAM 1 /4" = 1'-01, PARAPE 1 /4" = 1'-01, a LO 0 0 N co LO N CD N N - FRAMING EL 14 13 12 11 10 9 7 I I I I I I I DORMER FRAMING r 18 DORMER FRAMING II I l i S6. i t I I I I I II ' II II 15 1 18 1 1 1 1 S5. 1 S6.1 11 1 I I I 16 PERP STEEL BEAM 1 _ S6. U I S6. / 13 1 CEILING, SAD STEEL BEAM, BEND AT ROOF SLOPE 11 LO S5.1 LO T LIBRARY HIP A 1 19 S6. J J U- 5'/8x15 GLB 7 8 9 10 11 13 I I I I I I ELEVATION 5'/ex15 G J ELEVATION VIEWS SHOWN IN THESE PLANS ARE FOR CONCEPTUAL USE ONLY. THE STRUCTURAL PLANS AND DETAILS TAKE PRECEDENCE OVER ELEVATION VIEWS. cDar DESIGN GROUP 200 E STREET, SANTA ROSA, CA 95404 619.698.9177 1 www.coargroup.com ZFA STRUCTURAL ENGINEERS 250 d street I suite 200 zfa.com santa rosa ca 95404 707.526.0992 zfa job no. 24071 copyright© 2025 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. ^ PROF E�oNo 12/10/2025 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 X D DESCRIPTION: DATE: BID SET 12/15/251 PROJECT NUMBER: 24071 SHEET TITLE: SCHEMATIC FRAMING ELEVATIONS SHEET NUMBER: S3m2 A E G H ELEVATION VIEWS SHOWN IN THESE PLANS ARE FOR CONCEPTUAL USE ONLY. THE STRUCTURAL PLANS AND DETAILS TAKE PRECEDENCE OVER ELEVATION VIEWS. I I I I HDU4, TYP AT 2ND FLOOR a 0 0 N co Lf) N CD N N 13RIDLIN 1/4" = 1'-0" ELEVATION ", , —m FOUNDATION TYP SW NAILING AT 2ND FLOOR SEE PLAN FOR 1 ST FLOOR SW NAILING cDar DESIGN GROUP 200 E STREET, SANTA ROSA, CA 95404 619.698.9177 1 www.coargroup.com ZFA STRUCTURAL ENGINEERS 250 d street 1 suite 200 zfa.com santa rosa ca 95404 707.526.0992 zfa job no. 24071 copyright© 2025 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOTTO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. ^ PROF E�oNo 12/10/2025 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 X D A B D E F H L DESCRIPTION: DATE: BID SET 12/15/25 GRIDLINE 5 WALL ELEVATION 1/4" = 1'-0" PROJECT NUMBER: 24071 SHEET TITLE: SCHEMATIC FRAMING ELEVATIONS SHEET NUMBER: S3m3 ELEVATION VIEWS SHOWN IN THESE PLANS ARE FOR H D B CONCEPTUAL USE ONLY. THE STRUCTURAL PLANS AND DETAILS TAKE PRECEDENCE OVER ELEVATION VIEWS. I I I SEE PLAN FOR 1ST FLOOR SW NAILING 1 /4" = 1'-0" In 00 0 0 N M Ln N O N N 'P AT OR cDar DESIGN GROUP 200 E STREET, SANTA ROSA, CA 95404 619.698.9177 I www.coargroup.com ZFA STRUCTURAL ENGINEERS 250 d street I suite 200 zfa.com santa rosa ca 95404 707.526.0992 zfa job no. 24071 copyright © 2025 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOTTO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUTTHE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. _ PROF E�O,V 12/10/2025 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 I low" n Zl DESCRIPTION: DATE: BID SET 12/15/251 PROJECT NUMBER: 24071 SHEET TITLE: SCHEMATIC FRAMING ELEVATIONS SHEET NUMBER: S3m4 S6. ST PE a 00 0 0 N co Lf) N CD N N 3/4" = 1'-0" DORMER ELEVATION 3/4" = 1'-0" vvv --vi 19 S6. ELEVATION VIEWS SHOWN IN THESE PLANS ARE FOR CONCEPTUAL USE ONLY. THE STRUCTURAL PLANS AND DETAILS TAKE PRECEDENCE OVER ELEVATION VIEWS. cDar DESIGN GROUP 200 E STREET, SANTA ROSA, CA 95404 619.698.9177 1 www.coargroup.com ZFA STRUCTURAL ENGINEERS I 250 d street I suite 200 zfa.com santa rosa ca 95404 707.526.0992 zfa job no. 24071 copyright © 2025 1 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. ;ALIFORNIA 'RAMING & STICK 'RAMED ROOF _ PROF E�oNo 12/10/2025 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 I low" n ZA DESCRIPTION: DATE: BID SET 12/15/251 PROJECT NUMBER: 24071 SHEET TITLE: SCHEMATIC FRAMING ELEVATIONS SHEET NUMBER: S3m5 THREE-DIMENSIONAL VIEWS SHOWN IN THESE PLANS ARE FOR CONCEPTUAL USE ONLY. THE STRUCTURAL PLANS AND DETAILS TAKE PRECEDENCE OVER THREE-DIMENSIONAL VIEWS. APP BAY SCHEMATIC 3D VIEW LIBRARY CORNER SCHEMATIC 3D VIEW In 0 N co LO N O N N cDar DESIGN GROUP 200 E STREET, SANTA ROSA, CA 95404 619.698.9177 1 www.coargroup.com ZFA STRUCTURAL ENGINEERS 250 d street I suite 200 zfa.com santa rosa ca 95404 707.526.0992 zfa job no. 24071 copyright © 2025 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOTTO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUTTHE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. E�S'�N\\ 12/10/2025 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 PO�� O� F_ n V Z F0RN�P DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 24071 SHEET TITLE: SCHEMATIC 3D VIEWS SHEET NUMBER: S3m6 MU: SED I � —'/Z0x3 HILTI KWIK TZ2 EXPANSION BOLT. 12" MIN 2 EA SIDE (4 TOTAL) 8 EA SIDE (16 TOTAL) AT GENERATOR EQUIPMENT SLAB 1oo_6 GENERATOR ATS AND SWITCHBOARD ANCHORAGE 3/4" = 1'-0" 73 I 0 N co LO N 0 N N 1 1/2" TYP 1 1/2" TYP 11 /8 a� O O BASE Ft'_ 3/4x W/ (4) AB3/40 W/ DEL NUTS A GLAZING OR DOOR SAD '/8" RADIUS A #4 AT OPNGENINGS EXTEND 24" II 3" MIN COVER, TYP PAST EACH END OF OPENING ------- ill f TOG, SCD o EXT SLAB SAD o o FG LLI III - z — — III III— J a LOWEST ADJACENT -III IIII L0-1 LIPAD SUBGRADE I #3 TIES @ 12" oc PE 1 PER PLAN PER PLAN S1.1 GRADE BEAM TYPICAL EDGE OF MAT SLAB AT OPENIN 1 3/4" = 1'-01, 3/4" = 1'-0" q POST & FTG r- - =1II1 � II1II IIII II II. - EASEMENT W/ E UTILITIES DEPTH TO BE l VERIFIED IN FIELD 2 � � I DEEPEND FOOTING W/ LEAN CONCRETE — FOR INFORMATION NOT NOTED SE 12 S4.1 DEEPEND FOOTING AT EASEMENT 1'/2" TYP 1'/2" TYP Oa Oa 1/4 Pip, t-'/8 lJ �4 Oa Oa BASE F'L 3/ W/ (4) AB3/0 W/ DBL NUTS A COL PER PLAN 1'/" HSG A Q 75 EO I � I � UJ m LAP TYP w k� k� ADDL BAR ES OF BLOCKOUT TO MATCH SLAB REINF EXTEND A LAP LENGTH PAST EDGE OF BLOCKOUT, BLOCKOUT PER( S1.2 — MAT REINF TYP T&B REINF TO i MATCH TYP SLAB REINF EW CONC MAT SLAB III =1 1 LOCALLY THICKEN SLAB TO MATCH BLOCKOUT DIMS SIM TOI S4.1 HSS COLUMN AT MAT SLAB WITH BLOCKOUT 3/4" = 1'-0" FTG, WALL, REINF STL SAD CONIC WALL #5 @ 12"oc CURB WHERE OCCURS NOTE' CONC SLAB � o AS OCCURS 0- F - SAD LU I .III 2x4x12 KEY @ 24"0c PER PLAN 3" CLR TRASH EN 3/4" = 1'-0" EXT FINISI SLAB AT E SLOPE AS STEP PER TYPICAL EDGE OF MAT SLAB 3/4" = 1'-0" IAP 3/"0x32" SMOOTH ROD @ 11i AT DOR OPNG ((3) MIN) FOR INFORMATION NOT NOTED SEE S4.1 FOR INFORMATION NOT NOTED SEE S4.1 FOR INFORMATION NOT NOTED SEE S4.1 INTERIOR / EXTERIOR MAT SLAB TRANSITION AT OPENING 3/4" = 1'-0" 8" PROVIDE VERTICAL 4 CONTROL JOINTS PER DETAIL S; COORDINATE LOCATIONS W/ ARCHITECT AND ENGINEER. DWL TO MATCH VERT REINF ALT BENDS FIN GRADE FIRE STATION SLAB THICKNESS 1 Z LOWEST ADJ J SUBGRADE ry Lu 0- PER PLAN RE WALL #3 " TIES @ 12" oc PER 1 S1.1 TYP SLAB THICKNESS ATION NOT NOTED Si 5 S4.1 S4.1 MAT SLAB TRANSITION OVER SHEAR WALL 3/4" = 1'-0" AT 18" MAT: #6 @ 12"oc T&B EW AT 12" MAT: #6 @ 16"oc T&B EW #6 LAP LAP @ TYP REINF SPACING FOR INFORMATION NOT NOTED SEE S4.1 TYPICAL INTERIOR SHEAR WALL WITH THICKENED SLAB 3/4" = 1'-0" WALL & CURB I I I CONT #4 #4 @ 16"oc W/ STD HK SLAB STEP WHERE OCCURS, SAD 6" MIN, SAD--- II --- '— II _III ;IIII��III��IIII II'- FOR INFORMATION NOT NOTED SEEW S4.1 TYPICAL INTERIOR SHEAR WALL AT CURB 3/4" = 1'-0" WALL & CURB FOR INFORMATION NOT NOTED SEE" S4.1 S4.1 TYPICAL INTERIOR SHEAR WALL WITH THICKENED SLAB AT CURB J 3/4" = 1'-0" G O AT CORNER O AT END U) 2 1 1/2" 1 1/2" 21 U)I 6 1/2"I w � w AB • ® - 1 /2" MAX WD SILL BASE PLATE OPTIONS (PLAN VIEW) TYP 3— NAILER PER 564 I >1 6" A HSS COL BASE E % W/ (2) AB%O 1'/z" HSG (SEE BASE E OPTIONS) EMBED NUTS AT SW TO BE HEAVY HEX II II *nn II • II II ' II EMBED 3/4" = 1'-0" MAT SLAB *NOTE: EMBEDMENT TO OCCUR INTO MAT SLAB AT C7 E STUDS PER S0.1 UNO ON PLAN WALL SHTG OR SW PER PLAN & SW SCHEDW� S0.1 WALL PEN EXT SLAB SAD Q O O U_ - - - - - 0 00 - --- bo z Of 5 U x N Ch z Q J CL LLI • • d Ch J U VAPOR RETARDER PER SPECIFICATIONS FG LOWEST ADJ PAD SUBGRADE - i— 'b' F SEE SW SCHED S0.1 FOR 3x SILL E & AB SPCG AT SW E WASHER PER AT SW S0.1 2x PTDF SILL E UNO W/ BOLT PER(&UNO S0.1 CONT #4 #3 L @ 18"0c AT CURB HK CONC SLAB PER PLAN SLAB REINFORCING TEMINATE W/ HOOK TYP a' CONTINUOUS FOOTING SCHEDULE MARK `U 'd REINF 'a' NOTES CF12 12" 11 (2) #6 T&B CF18 18" 22" (2) #6 T&B CF30 30" 31 (4) #6 T&B TYPICAL EDGE OF MAT SLAB 3/4" = 1'-0" TYPICAL INTERIOR SHEAR WALL 3/4" = 1'-0" "^ PER SW SCHEDULE I2"oc UNO IIB STEP WHERE BURS, SAD FOR INFORMATION NOT NOTED SEE( S4.1 coar DESIGN GROUP 200 E STREET, SANTA ROSA, CA 95404 619.698.9177 1 www.coargroup.com ZFA STRUCTURAL ENGINEERS 250 d street I suite 200 zfa.com santa rosa ca 95404 707.526.0992 zfa job no. 24071 copyright © 2025 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOTTO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUTTHE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. OF�� 12/10/2025 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 24071 SHEET TITLE: FOUNDATION DETAILS SHEET NUMBER: S4ml 1/2" COVER E THICKNESS "t" = HSS WALL TYP TYP - - - - THICKNESS (3/8" MIN) BEAM NO. BOLTS CONN. WELD HSS t I I t w - - - - 1/4" DEPTH PER ROW 2 PLATE SIZE N FE THICKNESS + 1/8" MAX 1/2" MAX W8, W10 2 R 3/8 5 W12, W14 3 R /8 /6" OVER SLOT DUE TO R FULL DEPTH DIM BASED ON 3 5 BM AS OCCURS 3/4" CAP SAME THICKNESS AS KNIFE R GEOMETRY �' STIFF FE ARCH PLANS - - - TYP i i FOR USE ONLY WHERE77 1/2" MAX COL WEB ('/4" MIN, ''/2" MAX) PER 4 'd'/4 MAX W16 4 FE % 5/6" SPECIFICALLY NOTED \ � S5.1 I O �� I W 18 5 R 3/8 5� 6" HSS t-'/8 �pTp p O� CONN FE p �o�T = _ _ -1 , s A A \ O O 0 O o III W21 5 FE 1/2 /" p l p l DBL ROWS OF BOLTS O II L - J ES OF COL ATE o \ W24 6 R'/ 3/ " CASE 1 CASE 2 I -- - o I I Icoar INTERIOR A A PREDRILL HOLE PRIOR TO CUTTING II SLOT. HOLE 0 = FE THICKNESS +'/4" TYP ES > \ PER SCHED NOTES: /4 CJP I I ADD TAB TO MATCH BM WEB AS 1. R = 13/4" SEE TYP CONNECTION DETAILS. BOLT SPACING AND EDGE DISTANCE DESIGN GROUP 1/2" MAX OVERSLOT CROSS E SAME THICKNESS _ _ _ _ REQD TO MATCH BOLTING SHALL CONFORM TO AISC SPECIFICATIONS. HSS CJP (3) SIDES EA END AS COL WEB ('/4" MIN, '/2" SPECIFIED FOR BM (WELD TAB 200 E STREET, SANTA ROSA, CA 95404 GRIND SMOOTH HSS MEMBER \ MAX) PRIOR TO BOLTING 619.698.9177 1 www.coargroup.com \ ) 2. GRADE 325-N /8 0 HIGH STRENGTH BOLTS (HSB) LINO. PREPARE MATING A - - - - - - - KNIFE R FE THICKNESS COL A SURFACES & TIGHTEN "SNUG TIGHT" AS DEFINED IN THE SPECIFICATIONS. AT HSS +1/8" MAX LINES MARKED "SFRS" (SEISMIC FORCE RESISTING SYSTEM) HSB AND MATING ZFA STRUCTURAL ENGINEERS - - - R THICKNESS 1 SLOPE SAD Santa street osy ca ssaoaoo 7o7.szs.ossz HSS + 1/8" MAX 1 SURFACES ARE SLIP CRITICAL CLASS A LINO. FULL DEPTH 1/4" zfa job no. 24071 copyright ©2025 7 HSS J - STIFF R 1/2" MAX 3. USE ASTM A36 CONNECTION PLATES LINO. ;:1 t + /,6 '/4 1/2" MAX OVERSLOT SEE S5.1 FOR DIMENSIONS, ETC PER 4 SLOPED DECK SUPPORT PER 4. A COMPLETE PENETRATION BEVEL WELD MAY BE SUBSTITUTED FOR THE FILLET END CAP PER S5.1 &FOR ONN R, BOLTS &WELDS S5.1 WELDS SPECIFIED. THIS DOCUMENT AND THE IDEAS INCORPORATED ONAL SLOT AT END OF HSS SLOT IN MIDDLE OF HSS HEREIN,STHEPRAS AN STRUMEOFTHEENT OF OFESSIRAN SERVICE, IS THE PROPERTY OF THE ENGINEER AND 900 CORNER 450 MITER CORNER 5. HOLE SIZE = BOLT SIZE +'/,6" (BOLT SIZE +'/8" FOR 1"0 AND LARGER BOLTS). ISNOTTO BE USED, IN WHOLEORINPARTFOR SHORT SLOTTED HOLES (+'/,6" VERT, + 1/4" HORIZ) MAY BE SUBSTITUTED (EXCEPT ANY OTHER PROJECT WITHOUT THE PRIOR TYPICAL HSS TO HSS CONNECTION TYPICAL SLOTTED HSS FOR GUSSET CONNECTION BEAM TO COLUMN CONNECTION 1 0 o CJP WRITTEN AUTHORIZATION OF THE ENGINEER. Q AS NOTED) ROUND HOLES ARE REQUIRED AT SFRS CONNECTIONS. 16 3/4" = 1'-0" 1 1 1/2" = 1'-0" 8 3/4" = 1'-0" COPE LOWER 1 p O ADD TAB TO MATCH BM WEB AS 6. SKEWED BEAM CONNECTION WELDS ARE PER 6/S5.1 TYPICAL. _ eR�FE\�No, FLANGE AS READ II READ TO MATCH BOLTING FOR INSTALLATION SPECIFIED FOR BM (WELD TAB 1 '/8"0 HIGH STRENGTH BOLT HSB C CONNETION SCHEDULE PRIOR TO BOLTING) 3/4' = 1'-0" B OFFSET CONN E F �A Foy - Q BM &COL DBL ROW OF BOLTS AS COL CROSS FE 1/2 T&B 3/4" MAX REQD FOR BOLT FIT 12/10/2025 (OR CONTINUITY E R J Q PER OTHER DETAILS) BEAM PROJECT: I TYP NS & FS TYP R R 3/4" SLOT COL FOR E 1 ,/ A PLAN VIEW - \ - CONN FL' MIN CONN F- CITY OF NEWPORT BEACH THRU PER 12 CONN FE TO CROSS FE 01 0R MIN NEWPORT BEACH FIRE COL PER PLAN AND COL WEB TYP T 3" TYPO O O COPE LOWER FLANGE AS REQDFOR INSTALLATION TYP 0 0 1 1 0 T STATION NO. 1& LIBRARY 4" L - � TYP TYP NS & FS TOP OF COL AS OCCURS 3/ 1 BM AS OCCURS L \ - J DBL ROWS OF BOLTS ES OF FULL DEPTH CONN R 3" BOLTS SLOT BM FOR R THRU W/ CAP I'L PER 7 1/2" MAX R R _ _ _ COL AT � 0 O O DS OF BM ATBL ROWS 0- - 110 E BALBOA BLVD I I R /2 SLOT COL FOR FE THRU CROSS FE TO C FOR INFORMATION PROVIDE FULL DEPTH O 0 10 I NOT NOTED SE 3 I o o l 10 0, NEWPORT BEACH, CA 92661 1/2"��4 1/2" HSS BM BM = COL r = PER 12 W COL �/ COL FLANGE S5.1 CONN FE PER 3 FOR: p p 1 p T AD F-1 R S5.1 S5.1 �_ _ RMIN 1 1 0 0-- cRoss To CITY CONTRACT N0. C-8865-1 1 BM AS OCCURS 1 1 3" TYP R TYPICAL BEAM TO BEAM CONNECTIONS ONE SIDED CONN x I I I 1 1 0 O�-��kkk ,/4 COL WEB G \ �J A p p DBL ROWS OF BOLTS ES COL 3/4" = 1'-0" CONN WHERE BM CONTINUE FL' FOR 1 O O AT ♦- DEPTH VARIATION, x, 1 COPE LOWER FLANGE AT �wpo BM BOTH SIDES 1 L - 1 - J NOTE: EXCEEDS 6" FULL DEPTH CONN F RT I F -1 CONN FE WHERE CONTINUITY PLATES CONFLICT W/ THIS DETAIL, USE THICKER CONN INTO BM OR I „I 1 W BM jp PLATE & DEEPEN CONNECTION R AS SHOWN DASHED GIRDER ON SFRS LINES R O TYP NS & FS 3" R SEEFOR CONN FE, BOLTS & WELD SEE 1 FOR CONN FE, BOLTS, & WELD n S5.1 V 17 HSS BEAM TO HSS COLUMN &154 AM EACH SIDE TO HSS COLUMN BEAM TO COLUMN WEB o3/4" = 1'-0" = 1'-0" 3/4 1 0 LOCATE � OPNG SEE S5.1 FOR CONN R, BOLTS, &WELD WITHIN MIDDLE 1/3 COL TYP DESCRIPTION: DATE: OF BM SPAN = I TYP 1 COL & STIFF R bf BM FLANGE WIDTH OPNG 1 1/2" 1 0" BEA/4 TYP 2 TYPICAL M TO BEAM CONNECTION BID SET 12/15/25 III FULL DEPTH STIFF R E4 1 1 3/4" = 1 S PER /2 II F-A S5.1 B t TYPE p 3 / (6" MAX) I 5xiR RMIN �Q BM WHERE OCCURS L BM I FOR 'x' <_ 30' (- TYPE I BEVELED BACK UP _ A PLAN VIEW BAR WHERE REQD I 0 0 \RMIN BEAM BM WEB CJP tw = BM WEB tp/2 NOTES: I 0 1 0 _ 3" TYP � THICKNESS (5�6" MAX) WHERE WELD IS REQUIRED AT I o 0 1 z / 1 STD PIPE x FLANGE TYPE I DRILLED HOLES CUT & SPLICE TOP OR BOTTOM OF - - - - � O O TYPCONNECTION PLATE AND I WIDTH - SPACE MAY BE LOCATED ANYWHERE 1 HSS COL W/ O O O O 1" MIN TYP I 0 1 0 1 -- -� 1 CJP WELD ACCESS IS LIMITED TO ONLY I I 1 HOLES 2d MIN Y IN DEPTH AND WITHIN THE - BM GA ONE SIDE OF PLATE, PROVIDE I O MID % OF THE BM SPAN. - - - - - - = ®O O r O ®O BM WEB COMPLETE PENETRATION \ J RMIN LIMITS OF OPENINGS: F -F - I p p DBL ROWS OF BOLTS ES I ��i i � � WELD OF CONNECTION PLATE r I TYPE I: b = 1/5d MAX I I 1 1 OF COL AT 2" 3 1 1/2" 2" 1 1/2" IN LIEU OF DOUBLE SIDED COPE LOWER FLANGE AS SPACED A MINIMUM OF 2d APART \ A 0 0 A B x \I FILLET WELD. REQD FOR INSTALLATION 04 TYPE II:b = 2/3d MAX p p �i SPACED A MINIMUM 2d APART _IL _. _ 1 O OBI \rX\` PER TYP DETAIL FULL DEPTH CONN R NOTES: INCREASE AS REQD NOTES: r = 1. ALL COLUMN BASE PLATES SHALL BE THE SAME WIDTH AS BEAM FLANGE (OR FOR BOLT CLEARANCES 1. PROVIDE HOLES IN BEAMS ONLY WHERE SPECIFICALLY SHOWN ON STRUCTURAL COLUMN DIMENSION +'/2", WHICHEVER IS GREATER), THICKNESS SAME AS BEAM SEE \ FOR CONN FL' , BOLTS, & WELD SEE \ FOR CONN FE, BOLTS, & WELD W ''/2 � FLANGE, " MINIMUM. DRAWINGS. S5.1 S5.1 L FOR INFORMATION @_LK 2. DO NOT TORCH CUT OPENINGS ON SITE. TORCH CUT OPENINGS MADE IN SHOP TONOT NOTED SEE 13 2. ALL FASTENERS TO BE MB%O. EWED BEAM CONNECTION - AT WEB 3 TYPICAL FULL DEPTH BEAM TO BEAM CONNECTION 06 BE GROUND SMOOTH. NO OVERCUTS OF ANY TYPE ALLOWED WITHOUT REPAIR.1/2" = 1'-0" 3/4" = 1'-0" U) Q OPENING IN STEEL BEAM M TO HSS COLUMN 2-WAY COLUMN TO BEAM CONNECTION 18 3/4" = 1'-0" &154 = 1'-0. 10 3/4" = 1'-0" m COL AS OCCURS TYP 77,/'-7 a II II� "t" - 1/16 3 11 COL &STIFF R L II II q COL & BM SPLICE �I END R'/2 TYP SEAL WELD / (3/16"MIN) z ns II I II FULL DEPTH 1 �' - 4 I SEAL WELD II II STIFF E ES PER S5.1 '/8 °6 -�co - m �. I- - 3„ (3) SIDES -- "t" t° aa) \ L NS & FS 1/4 PROJECT NUMBER: 00 v- MB ES -- 3„ Y v, k1 0- PLAN VIEW 24071 PARTIAL DEPTH STIFF R TYP z 1 1 BM 1 B AT COLUMN AT BEAM UNO R TO BE SAME o CAP R k det THICKNESS (t) AS BM WEB (%" SHEET TITLE: COL TYP 1 TYP MIN, '/2" MAX), 3/4" MAX AT W40. _ __ STEEL FRAMING MATCH WIDTH OF BM FLANGE. C\IL - - _ _ - - - � 4 � � ALTERNATE I CHAMFER R AT BM FILLETS O O - 1 MIN TYP ° I r r 1 I I 1 O O� 1/2 O O - - - - O O O O R TO MATCH HSS STIFF FE ES WHERE NOTED ( ) DETAILS p I 1 TYP NO WELD AT FILLETS ® \ BM GA ® \ WALL THICKNESS A I I l p p l O O r O O r 0 O (% MIN, ''/2" MAX) TYP �I I I I I 2- 1 3" 1 1 1 /2" 2 1 1 /2" 1 3 W/8" 3-8 r I I SEAL WELD I I (/,s" MIN, 5/6" MAX) I I DBL ROWS OF BOLTS ES OF A B C I k det COL AT 0- NOTES: SEAL WELD FULL DEPTH STIFF/CONN FE 1. ALL COLUMN CAP PLATES SHALL BE THE SAME WIDTH AS BEAM FLANGE (OR d FOR INFORMATION COLUMN DIMENSION +'/2", WHICHEVER IS GREATER), THICKNESS SAME AS BEAM WHERE NOTED SHEET NUMBER: N NOT NOTED SEE 13 FLANGE, ''/2" MINIMUM. o S5.1 AT COLUMN AT BEAM M 2. ALL FASTENERS TO BE MB%O. LO N 1 5 BEAM TO HSS COLUMN 2-WAY &�31/4 OLUMN ABOVE AND BELOW TYPICAL CAP PLATE TYPICAL BEAM WEB STIFFENER PLATE DETAIL S5ml3/4" = 1'-0"' = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" N OFFSET CONN R BM & COL q HSS WF COL VA COLUMN PLAN VIEW A q DIAGONAL WF RAFTER I I BASER 3/ W/ (8) %0 AB TYP WEB \\ 1 HIP '/ ADD TAB TO MATCH BM WEB \\\ I WALL ,/ RAFTER TO PJ P t AS REQD TO MATCH BOLTING �\ HSS COL I CAPE PER 5 1 / MAX HSG COL FLANGES, SPECIFIED FOR BM WELD TAB \ `\ I S5. Y DCW ( \ \ 1/4 I PLYWD SHTG SLOPED BENT R 3/,s PRIOR TO BOLTING) �\\ I I \ \ WF TO I TOP OF CURB SW POST STL HIP BEAM FULL DEPTH STIFF R0-0 3/s PER 4 \� I OF HSS ES I g STL MF COL TOP OF MAT SLAB I I I I I I f7 coar F,I; OS5.1IS5. Q YIELD LINK PER S5.4 BM FLANGE TO O wJm DESIGN GROUP SHIM If NS, FS 3 STL MF BEAM O CL BEAM -- — — — — — — — -- /6 1/2" O 2 w R ® 200 E STREET, SANTA ROSA, CA 95404 OF —1 I O O 0 0 0 0 q STL 619.698.9177 I www.coargroup.com CJP CONN R BM -____ O I 1 3" ® O O O 000 WALL W P �s W BM O I 3 SIDES, Ml7 f� STL SHIM R, FW OPTIONAL ZFA STRUCTURAL ENGINEERS /a I 250 d street I suite 200 zfa.com COL PER PLAN I SEE( �i� 2" 2" BOT R'/2x6 W/ santa rosa ca 95404 707.526.0992 I 1 s5.2 TEA COL (4) %0 BOLTS gzfa job no. 24071 copyright ©2025 (4) #5 -FL WP AT I FOR INFORMATION 1/2" TYP FOR INFORMATION FRAMING NOT NOTED SEEaQ FOR INFORMATION SHIM R TO (1) #4 © AT CURB &TO STL NAILER(3) #4 ©AT SLAB THIS DOCUMENT AND THE IDEAS INCORPORATED NOT NOTED SEE 3/l6 BOT R; 3 SIDES 6 CONC CURB HEREIN, AS AN INSTRUMENT OF PROFESSIONAL S5.2 BEYOND SERVICE, ISTHE PROPERTY OFTHE ENGINEERAND NOT NOTED SEE 5 13 IS NOT TO BE USED, IN WHOLE OR IN PART FOR S5.1 S5.1 c ANY OTHER PROJECT WITHOUT THE PRIOR BENT STEEL BEAM TO HSS COLUMN PARATUS BAY TRUSS GUSSET AT HSS COLUMN MENT FRAME BEAM/COL TO HSS HIP BEAM AT MOMENT FRAME ° o O O — WRITTEN AUTHORIZATION OF THE ENGINEER. &M� _ 4 _ BASE R-- a - 1/2" FESS 16 3/4" = 1'-0" &L�' WF COL 3/4= 1'-0" 3/4 - 1 -0 3/4 - 1 -0 / 6 1/4" ROOF SHTG g" 8" NAILER AT WP AT FRAMING � OFFSET BEAM BEYOND WF NAILER PERIP M 6/ WF COL COL PER S 1.4 ATTACH PER�3� RAFTER W/ S1.4 3 CJP T&B WF BEAM S5.1 TF HGR TO PEN F WALL PIER (ASER /4 W/ 6 %0 AB HIP BEAM BASE PLATE (PLAN VIEW) 'F of �A Foy FULL DEPTH CONN R AT STEEL SHIM R 12/10/2025 PERP BM AS OCCURS � COL PER 5 03/4 TYP MOMENT FRAME ANCHORAGE (Z RAFTER PROJECT: S5.1 - - - - -- BM "=1'-0" -� W STL SHIM R, CITY OF NEWPORT BEACH BOT RPER SEE(6 STL MF COL WF COL S5.2 1/2" TY Q YIELD LINK PER S5.4 NEWPORT BEACH FIRE CAP R PER 6 BM FLANGE TO STATION N0. 1 &LIBRARY 16 CI S5.2 SHIM R; NS, FS s -J STL MF BEAM U q BM �110 E BALBOA BLVD 16 \�\\ qBM _ 000 O O W000 ____ ABMWALL o00 0 0 0 WALL NEWPORT BEACH CA 92661 \ ��\ (2) n #3 HAIRPINS CITY CONTRACT NO. C-8865-1 1 1/2" BOT R'/x6 W/ 1 \ \\ 1 1 1/2" (4) %0 BOLTS TOP OF CURB I I v q DIAGONAL STUD WALL 11 q COL SHIM R TO CURB BEYOND �WPO PER 1 I q RAFTER s/s BOT R ; NS, FS TOP OF MAT SLAB S1.3 (� VERT FOR INFORMATION NOT NOTED NOTED SEEQ1112V low PARATUS BAY BENT BEAM HIP BEAM AT MOMENT FRAME RAFTER AT MOMENT FRAME �t/FORP&L354 = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 10/1--, �\ TYP MAT SLAB PER 0 � `� OTHER DETAILS, DESCRIPTION: DATE: g i \ WALL PEN REINF NOT SHOWN S5. � / '' / CAPE & 4 BID SET 12/15/25 / STIFFENER R PER O O O EDGE OF BASE R TO ALIGN WITH EDGE OF S5. PERPENDICULAR STIFFENER R 1 STUD 3 I WF RAFTER PER 4 I I I /a GUSSET R W 111 Idly 3x FRAMING NS, FS 1 1/2" I S5.1 11 1 ALIGN STEEL L AT PEN /4 ll-TYP CAP R ES PER 7 I 5 I 1 ® PWGE OF �� 2�� MIN S5.1 S5. 1 I I 11 LDWALL PEN 1/2 MA 0 0 FOR INFORMATION II BASE PLATE (PLAN VIEW) NOT NOTED SEE 1 I I I ® S5.2 II U II MOMENT FRAME ELEVATION - GRIDLINE 2 3" MIN 2 3/4" = 1'-0" `'' 1 DOUBLER R'/ WF COL U II WF BEAM 3/8 TYP WEB '/4 �1I FOR INFORMATION FOR INFORMATION 1/4 TYP FLANGE P NOT NOTED SEE NOT NOTED SEE S5.2 S5.4 H1.SS TRUSS CHORD AT WF BEAM WF RAFTER AT MOMENT FRAME HIP BEAM AT MOMENT FRAME TOP OF CURB CURB BEYOND a� m o TOP OF MAT SLAB a 3 II II II II II II z Qk VERT RAFTER, SHIM R % GUSSET R AND BOT R PER Ors I S5.2 w I I QL DIAG 1 1 (Z DIAG ` a) ` \ I I I PROJECT NUMBER: 0 a. 3 11/16" GUSSET \\ �� ,, 1 3 TO COL /, / / 24071 CL OFFSET \� /s / / m WF BEAM BM FLANGE 3/,s SHEET TITLE: o GUSSET TO \ /o�Q 1 �� CAP FEES PER S5.1 ® ® ® ® N �� 1 / NS, FS I ® 1 HDU PER PLAN STEEL FRAMING WALL PEN o �_ �� - - - -- BM '/4j O O O WALL SHTG DETAILS xx O O \ / a i rn BMZE QQL BM - - - - - -`V - ,- - - - QL BM ALIGN STEEL 4x NAILER 6 WP AT FRAMING q 6" MIN TO EDGE OF W/ WHS PER S1.4 PLYWD WALL PEN NOT NOTED SE 2 SHEET NUMBER: a WF BEAM � FOR INFORMATION N FOR INFORMATION FOR INFORMATION BASE PLATE PLAN VIEW o NOT NOTED SEE (& 4 WP AT NOT NOTED SEE 6 S5.2 Cl) 2 TYP WEB STIFFENER PER S5.1 FRAMING LO � S5.2 04 N 1 5 LIBRARY HIP BENT BEAM 11 GUSSET AT APPARATUS BAY TRUSS 03/4 MOMENT FRAME AT CENTER OF APP BAY MOMENT FRAME ELEVATION - GRIDLINE 1 S5■2 3/4" = 1'-0" 3/4" = 1'-0" " = 1'-0" 3/4" = 1'-0" YIELD -LINK MOMENT CONNECTION BOLTING REQUIREMENTS: 1. BOLT HOLES SHALL BE MADE BY DRILLING, PUNCHING OR THERMAL CUTTING. MECHANICALLY GUIDED MEANS OF THERMALLY CUT HOLES SHALL HAVE A SURFACE ROUGHNESS PROFILE NOT EXCEEDING 1000 MICRO -INCHES AS DEFINED IN ASME B46.1. 2. FAYING SURFACES ADJACENT TO THE BOLT HEAD AND NUT SHALL BE FREE OF DIRT AND OTHER FOREIGN MATERIAL. BEAM FLANGE SURFACES CONNECTING TO THE YIELD -LINK STEM SHALL BE FREE OF SCALE, COATING OR INADVERTANT OVERSPRAY (SEE DETAIL 1, 2, 5, 6, 9 AND 13 ON YLMC2 SHEET). BURRS LESS THAN OR EQUAL 1/16" IN HEIGHT ARE PERMITTED ON THE FAYING SURFACES OF ALL JOINTS. 3. HIGH STRENGTH BOLTS SHALL HAVE LOT TRACEABILITY, CHEMICAL AND MECHANICAL TEST RESULTS INDICATED ON THE MILL CERTIFICATION/TEST REPORTS. 4. HIGH STRENGTH BOLTS SHALL BE STORED AND PROTECTED FROM MOISTURE AND DIRT IN CLOSED CONTAINERS. 5. TWIST -OFF TYPE BOLTS (F1852 AND F2280) AND ASSEMBLIES (BOLT, WASHER AND NUT) SHALL NOT BE RE -LUBRICATED, EXCEPT BY THE MANUFACTURER. 6. HIGH STRENGTH BOLTS AND F1852 OR F2280 TWIST -OFF TYPE ASSEMBLIES SHALL NOT BE REUSED. TOUCHING UP OR RE -TIGHTENING BOLTS THAT MAY HAVE BEEN LOOSENED BY INSTALLATION OF ADJACENT BOLTS NEED NOT BE CONSIDERED AS REUSE. 7. UP TO 1/4-INCH THICK FINGER SHIMS MAYBE USED WITHOUT RESTRICTION AT THE YIELD -LINK TO COLUMN FLANGE CONNECTION. 8. YIELD -LINK STEM TO BEAM FLANGE BOLTS SHALL BE INSTALLED AS PRETENSIONED. BOLTS MAY BE PRETENSIONED BY TWIST -OFF -TYPE TENSION CONTROLLED BOLTS, DIRECT TENSION INDICATOR (DTI) WASHERS, TURN -OF -NUT METHOD, OR CALIBRATED WRENCH METHOD. SEE RCSC FOR REQUIREMENTS OF PRETENSIONING METHODS. 9. SEE DETAIL 6/YLMC1 FOR LINK FLANGE -TO -COLUMN FLANGE BOLTING, BEAM WEB -TO -SHEAR PLATE BOLTING AND BUCKLING RESTRAINT PLATE -TO BEAM FLANGE BOLTING REQUIREMENTS. 10. FOR PRETENSIONED JOINTS, MINIMUM BOLT PRETENSION VALUE SHALL BE PER TABLE 7.1 OF RCSC. 11. BOLTING PRE -INSTALLATION VERIFICATION SHALL BE CONDUCTED TO VERIFY THE PRETENSIONING METHOD USED FOR THE SPECIFIC PROJECT CAN ACHIEVE THE MINIMUM BOLT TENSION VALUES. 12. BOLTS IN "X" CONNECTIONS SHALL HAVE THE THREADS EXCLUDED FROM THE SHEAR PLANE. BOLTS IN THE "N" CONNECTIONS MAY HAVE THE THREADS INCLUDED IN THE SHEAR PLANE. 13. MINIMUM BOLT LENGTHS USED SHALL BE SUCH THAT BOLT THREAD IS AT LEAST FLUSH WITH THE OUTER FACE OF THE NUT. INSTALLATION FIELD MODIFICATIONS AND REPAIRS: 1. THESE GENERAL INSTRUCTIONS FOR THE INSTALLER ARE PROVIDED TO ENSURE PROPER SELECTION AND INSTALLATION OF SIMPSON STRONG -TIE COMPANY INC. PRODUCTS AND MUST BE FOLLOWED CAREFULLY. THESE GENERAL INSTRUCTIONS ARE IN ADDITION TO THE SPECIFIC INSTALLATION INSTRUCTIONS AND NOTES PROVIDED FOR EACH PARTICULAR PRODUCT, ALL OF WHICH SHOULD BE CONSULTED PRIOR TO AND DURING INSTALLATION OF SIMPSON STRONG -TIE COMPANY INC. PRODUCTS. 2. PROPER PRODUCT INSTALLATION REQUIRES CAREFUL ATTENTION TO ALL NOTES AND INSTRUCTIONS. IN ADDITION TO THE NOTES, WARNINGS, AND INSTRUCTIONS PROVIDED INSTALLERS, DESIGNERS, ENGINEERS AND CONSUMERS SHOULD CONSULT THE SIMPSON STRONG -TIE COMPANY INC. WEBSITE AT WWW.STRONGTIE.COM TO OBTAIN ADDITIONAL INFORMATION FOR INSTALLATION, SPECIFICATIONS, CODE REPORTS, TECHNICAL FLIERS AND BULLETINS, FAQS, AND OTHER PERTINENT INFORMATION. 3. FABRICATION AND ERECTION TOLERANCE SHALL BE IN ACCORDANCE WITH AISC 303. 4. ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS PROVIDED IN THE CODE REPORT, AND INSTALLATION DETAILS. INCORRECT FASTENER QUANTITY, SIZE, PLACEMENT, TYPE, MATERIAL, OR FINISH MAY CAUSE THE CONNECTION TO FAIL. 5. YIELD -LINKS SHALL NOT BE HOT -DIP GALVANIZED. 6. YIELD -LINKS SHALL BE INSTALLED WITH MATCHING HEAT NUMBER AT EACH CONNECTION (I.E. TOP AND BOTTOM LINKS ON EACH END OF THE BEAM SHALL HAVE THE SAME HEAT #). 7. ALL FIELD MODIFICATIONS AND REPAIRS MUST BE APPROVED BY THE EOR. 8. YIELD -LINK SIZE AND BRP SHALL BE INSTALLED PER MANUFACTURER OR EOR'S FRAME ELEVATION DRAWINGS. 9. DO NOT CUT OR ENLARGE EXISTING HOLES IN THE YIELD -LINK, BRP OR SPACER PLATES. FIREPROOFING: 1. WHEN THE STEEL STRUCTURE IS REQUIRED TO MEET CERTAIN TYPE OF CONSTRUCTION RATING, THE YIELD -LINK MOMENT CONNECTION SHALL HAVE A FIRE RATING SIMILAR TO THAT OF THE PRIMARY STRUCTURAL FRAME. 2. WHERE SPRAY FIRE-RESISTANT MATERIAL (SFRM) IS USED, MINIMUM THICKNESS OF SFRM FOR THE YIELD -LINK FLANGE AND STEM SHALL BE SIMILAR TO THAT OF THE BEAM AND COLUMN SECTIONS. 3. FOR CASES WHEN THE CONCRETE THICKNESS ABOVE THE YIELD -LINK COVER PLATE IS SHALLOWER THAN THE CONCRETE THICKNESS ABOVE THE METAL DECK RIB, YIELD -LINK AND COVER PLATE AT THE BEAM TOP FLANGE CAN BE COVERED WITH FIRE BARRIER PAINT WITH A COATING THICKNESS THAT PROVIDES THE SAME FIRE RATING PROTECTION AS THE PRIMARY STRUCTURAL FRAME. FIRE BARRIER PAINT SHALL BE TESTED AND CERTIFIED TO ASTM E119. QUALITY CONTROL AND QUALITY ASSURANCE 1. INSPECTION REQUIREMENTS SHALL BE IN ACCORDANCE WITH THE LOCAL CODE, BASED ON BUILDING OCCUPANCY, REQUIREMENTS OF THE LOCAL BUILDING OFFICIAL, AND OTHER CONSIDERATIONS, AND SHALL BE SPECIFIED BY THE EOR. 2. THE FABRICATOR AND ERECTOR SHALL BE RESPONSIBLE FOR QUALITY CONTROL (Q/C) BY ENSURING WORKMANSHIP MEETS THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE OWNER'S REPRESENTATIVE SHALL BE RESPONSIBLE FOR QUALITY ASSURANCE (Q/A) INSPECTIONS. Q/C AND Q/A REQUIREMENTS SHALL BE IN ACCORDANCE WITH AISC 360 CHAPTER N AND AISC 341 CHAPTER J. 3. CONTACT SIMPSON STRONG -TIE° AT 800-999-5099 TO REQUEST YIELD -LINK MILL CERTIFICATES. 4. STEEL MOMENT FRAME CONNECTIONS UTILIZING THE SIMPSON STRONG -TIE YIELD -LINK CONNECTION SHALL HAVE AN IDENTIFICATION STICKER (PROVIDED BY SIMPSON STRONG -TIE) PLACED NEXT TO THE SHEAR PLATE BETWEEN THE LINKS FOR EACH CONNECTION. SIMPSON YIELD LINK MOMENT CONNECTION GENERAL NOTES 3/4" = 1'-0" In rl- O N co Ln N O N N GENERAL NOTES: 1. SIMPSON STRONG -TIE YIELD -LINK° MOMENT CONNECTION IS PROTECTED UNDER ONE OR MORE OF THE FOLLOWING U.S. PATENTS AND APPLICATIONS: U.S. PATENT NO. 8,001,734 B2, U.S. PATENT NO. 8,375,652 B2, AND U.S. PATENT PUBLICATION NO. 2015/0159362, AND MUST BE SUPPLIED OR LICENSED THROUGH SIMPSON STRONG -TIE. YIELD -LINK MOMENT CONNECTION IS MANUFACTURED AND PROTECTED UNDER U.S. PATENT NO. 10,669,718 B2 AND CANNOT BE DUPLICATED OR FABRICATED WITHOUT EXPRESSED, WRITTEN PERMISSION FROM SIMPSON STRONG -TIE CO., INC. 2. YIELD -LINK MOMENT CONNECTION IS MANUFACTURED AND TRADEMARKED BY "SIMPSON STRONG -TIE COMPANY INC." HOME OFFICE: 5956 W. LAS POSITAS BLVD., PLEASANTON, CA 94588 TEL: (800) 999-5099, FAX: (925) 847-1597. "SIMPSON STRONG -TIE COMPANY INC." IS AN ISO 9001 REGISTERED COMPANY. 3. SIMPSON STRONG -TIE° COMPANY, INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. 4. USE OF A SIMPSON STRONG -TIE PRODUCT DOES NOT IMPLY THAT SIMPSON STRONG -TIE ENDORSES ANY PROJECT, STRUCTURE OR USE. NO LICENSE IS GRANTED WITH RESPECT TO ANY SIMPSON STRONG -TIE TRADEMARK OR OTHER INTELLECTUAL PROPERTY RIGHTS. WRITTEN PERMISSION MUST BE OBTAINED PRIOR TO USING ANY SIMPSON STRONG -TIE TRADEMARKS OR PROPRIETARY DOCUMENTS AND MATERIALS. 5. SIMPSON STRONG -TIE IS NOT AFFILIATED WITH, AND DOES NOT SPONSOR OR ENDORSE, THE ENGINEER OF RECORD (EOR), FABRICATOR, INSTALLER OR USERS OF THIS DRAWING, NOR DOES SIMPSON STRONG -TIE HAVE ANY JOINT VENTURE, PARTNERSHIP, AGENCY, EMPLOYMENT OR FIDUCIARY RELATIONSHIP WITH SUCH PERSONS. 6. INSTALLATION DETAILS PROVIDED ARE FOR REFERENCE ONLY. ENGINEER OF RECORD (EOR) CAN PROVIDE ALTERNATE DETAILING. 7. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE WITH THESE DRAWINGS AND ICC-ES ESR-2802 AND AISC 358. THE PERFORMANCE OF MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE RESPONSIBILITY OF THE FOR AND CONTRACTOR. DESIGN NOTES: 1. DESIGN FOR THE YIELD -LINK SPECIAL MOMENT CONNECTION SHALL BE IN ACCORDANCE WITH THE FOLLOWING: - 2015, 2018, 2021 AND 2024 INTERNATIONAL BUILDING CODE (IBC) - AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (ANSI/AISC 360-16, ANSI/AISC 360-22) - AISC SEISMIC PROVISIONS (ANSI/AISC 341-16, ANSI/AISC 341-22) - PREQUALIFIED CONNECTIONS FOR SPECIAL AND INTERMEDIATE STEEL MOMENT FRAMES FOR SEISMIC APPLICATIONS (ANSI/AISC 358-16, ANSI/AISC 358-22) - ICC-ES ESR-2802 - 2020 RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH -STRENGTH BOLTS. - STRUCTURAL WELDING CODE -STEEL (AWS D1.1-2020) - STRUCTURAL WELDING CODE -SEISMIC SUPPLEMENT (AWS D1.8-2021) - AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES (ANSI/AISC 303-22) 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT. 3. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE STRUCTURE. DESIGN OF THE BUILDING'S LATERAL FORCE RESISTING SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER LATERAL FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD (EOR). 4. THE FOR MUST SPECIFY THE REQUIRED COMPONENTS OF THE COMPLETE LOAD TRANSFER PATH INCLUDING BUT NOT LIMITED TO DIAPHRAGMS, SHEAR TRANSFER, CHORDS AND COLLECTORS AND FOUNDATIONS. 5. ALL CONNECTED MEMBERS AND RELATED ELEMENTS SHALL BE DESIGNED BY THE EOR. 6. THE TERM DESIGNER REFERS TO A LICENSED/CERTIFIED BUILDING DESIGN PROFESSIONAL OR A LICENSED PROFESSIONAL ENGINEER. MATERIAL: 1. YIELD -LINKS: ASTM A992 (PROVIDED BY SIMPSON STRONG -TIE). 2. BRP: ASTM A572 GR. 50 (PROVIDED BY SIMPSON STRONG -TIE). 3. BEAMS AND COLUMNS MUST BE HOT -ROLLED W SECTIONS (ASTM A992) OR WELDED BUILT-UP I -SHAPE MEMBERS THAT MEET AISC 360 SECTION A3 AND AISC 358 SECTION 2.3.2. 4. SHEAR PLATE, STIFFENER PLATE AND DOUBLER PLATE: ASTM A572 GR. 50 (U.N.O.). 5. LINK STEM -TO -BEAM FLANGE BOLTS SHALL BE ASTM F3125 GRADE A490 OR F2280 (X OR N) (PRETENSIONED). 6. LINK FLANGE -TO -COLUMN FLANGE BOLTS SHALL BE ASTM F3125 GRADE A325-N (SNUG -TIGHT) OR F1852-N (PRETENSIONED). 7. SHEAR PLATE -TO -BEAM WEB BOLTS SHALL BE ASTM F3125 GRADE A325, A490, F1852 OR F2280 (X OR N TYPE PER DESIGN). 8. BRP-TO-BEAM FLANGE BOLTS SHALL BE ASTM F3125 GRADE A325-N A325-X FOR YLMC8-6 YLMC8-7 YLMC8-8 YLMC8-6-15 YLMC8-7-15 & YLMC8-8-15) . 9. COMPRESSIBLE EXPANSION JOINT MATERIAL: SPECIFIED COMPRESSIVE STRENGTH MUST BE NO LESS THAN 10 PSI UNLESS OTHERWISE INDICATEDELSEWHERE FOR THE PROJECT. SPECIFIED COMPRESSIVE STRENGTH MUST BE NO MORE THAN 100 PSI. RECOMMENDED MATERIALS AT NON -FIRE RATED ASSEMBLIES ARE RIGID FOAM TYPE EXPANDED POLYSTYRENE (EPS) OR TYPE EXTRUDED POLYSTYRENE (XPS). RECOMMENDED MATERIALS AT FIRE -RATED ASSEMBLIES ARE SPRAYED FIRE -RESISTIVE MATERIALS (SPRAY -APPLIED FIREPROOFING) WITH FIRE RESISTANCE DESIGN PARAMETERS AS REQUIRED FOR THE PROJECT. 10. UNLESS NOTED OTHERWISE BY THE ENGINEER OF RECORD, ALL WELD FILLER METAL SHALL HAVE CLASSIFICATION STRENGTH (F/EXX) OF 70 KSI. 11. FOR NON -DEMAND CRITICAL WELDS (BEAM TO COLUMN SHEAR PLATE AND COLUMN STIFFENER/CONTINUITY PLATE), WELD FILLER METAL SHALL MEET THE AWS D1.1 AND D1.8 MINIMUM CHARPY V-NOTCH REQUIREMENT OF 20 FT*LBS AT 0°(F). 12. FOR DEMAND -CRITICAL WELDS, COLUMN SPLICES, DOUBLER PLATES (CJP WELDS) AND BASE PLATES, WELD FILLER METAL SHALL MEET THE AWS D1.1 AND D1.8 MINIMUM CHARPY V- NOTCH REQUIREMENT OF 20 FT*LBS AT 0°(F) AND 40 FT*LBS AT 70°(F). 13. IN ADDITION TO THE MINIMUM CHARPY V-NOTCH REQUIREMENT, ALL FILLER METAL SHALL MEET THE DIFFUSIBLE HYDROGEN LEVEL AS NOTED IN SECTION 6.1.3 OF AWS D1.8. YIELD -LINK MOMENT CONNECTION WELDING REQUIREMENTS: 1. ALL SHOP AND FIELD WELDING ON COMPONENTS (SHEAR PLATE, STIFFENER PLATE, DOUBLER PLATE [IF REQUIRED]) OF THE YIELD -LINK CONNECTION SHALL BE DONE BY PERSONNEL QUALIFIED PER AWS D1.1 SECTION 4 PART C, AWS D1.8 ANNEX D (AS REQUIRED), AND AS APPROVED BY AUTHORITIES HAVING JURISDICTION (AHJ). 2. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AWS D.1 STANDARD QUALIFICATION TESTING, AND SHALL BE CERTIFIED FOR THE WORK THEY ARE PERFORMING. 3. SPECIFIC WRITTEN WELDING PROCEDURE SPECIFICATIONS (WPS) FOR EVERY WELDING APPLICATION USED FOR THE YIELD -LINK CONNECTIONS IN THE PROJECT SHALL BE SUBMITTED TO THE EOR/ AHJ FOR REVIEW AND APPROVAL PRIOR TO START OF WORK. EACH WPS SHALL REFERENCE THE PREQUALFIED WELDED JOINT DETAIL FROM SECTION 3 OF AWS D1.1. 4. IN LIEU OF ITEM 3, THE STEEL FABRICATOR MAY PROVIDE A PROCEDURE QUALIFICATION RECORD (PQR) FOR THE CONNECTION WELDS USED FOR THE PROJECT. THE PQR SHALL CONFORM TO THE REQUIREMENTS OF AWS D1.1 SECTION 4. 5. WPS (OR PQR) SHALL CONTAIN ALL THE ESSENTIAL VARIABLES USED IN THE WELDING PROCEDURE AND SHALL BE STAMPED/APPROVED BY AN AMERICAN WELDING SOCIETY (OR APPROVED EQUIVALENT) CERTIFIED WELDING INSPECTOR. 6. SUBMIT WELDER QUALIFICATION, WPS (OR PQR), AND FILLER METAL CERTIFICATION OF CONFORMANCE PROVIDED BY THE WIRE MANUFACTURER TO THE FOR AND AHJ FOR APPROVAL PRIOR TO FABRICATION. 7. STEEL BASE METAL ON WHICH WELD METAL IS TO BE DEPOSITED SHALL BE FREE OF DUST, MOISTURE, GREASE SLAG, MILL SCALE AND OTHER FOREIGN MATERIAL THAT WOULD PREVENT PROPER WELD DEPOSIT. 8. FOR SHEAR PLATE WELDS, FILLET WELD TERMINATION MAY EXTEND TO THE ENDS OF THE SHEAR PLATE OR MAYBE STOPPED SHORT AT EACH END OF THE SHEAR PLATE FOR A LENGTH THE SAME DIMENSION AS THE WELD SIZE. FILLET WELDS SHALL NOT BE WRAPPED AROUND THE TOP AND BOTTOM EDGES OF THE SHEAR PLATE. 9. FOR COLUMN STIFFENER/CONTINUITY PLATES, FILLET WELDS SHALL TERMINATE A MIN. DISTANCE OF ONE FILLET WELD SIZE FROM THE k DISTANCE + 1-1/2" FROM THE EXTERIOR COLUMN FLANGE, AND k1 DISTANCE + 1/2" FROM THE CENTERLINE OF THE COLUMN WEB. 10. ALL COMPLETE JOINT PENETRATION GROOVE WELDS (CJP) SHALL BE ULTRA -SONIC TESTED PER D1.1 AND D1.8 REQUIREMENTS AS APPLICABLE. 11. WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES, OR STIFFENERS HAS BEEN PERFORMED IN THE K-AREA, THE WEB SHALL BE TESTED FOR CRACKS USING MAGNETIC PARTICLE TESTING. THE MAGNETIC PARTICLE TEST AREA SHALL INCLUDE THE K-AREA BASE METAL WITHIN 3" OF THE WELD. 12. CJP GROOVE WELDS ON BASE METAL THICKER THAN 1-1/2" SHALL BE ULTRASONICALLY TESTED FOR DISCONTINUITIES (LAMELLAR TEARING). ANY BASE METAL DISCONTINUITIES FOUND SHALL BE ACCEPTED OR REJECTED ON THE BASIS OF THE CRITERIA OF AWS D1.1 TABLE 6.3. L) I� .ti L IJ t J: rrC rr, a ■ . -- -C ;_J �1 W. Ll 91, R: % E3 :k �,_. r0 J � -ter --• • �} jL�r x� Ln JE I *()iT4iPi DESIGN GROUP 200 E STREET, SANTA ROSA, CA 95404 619.698.9177 1 www.coargroup.com ZFA STRUCTURAL ENGINEERS 250 d street I suite 200 zfa.com santa rosa ca 95404 707.526.0992 zfa job no. 24071 copyright © 2025 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. ��_SF�S I 0N\\ 12/10/2025 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 0 F- n F0P, DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 24071 SHEET TITLE: YIELD LINK GENERAL NOTES SHEET NUMBER: S5m3 Db_st, (NO. OF BOLTS Llink Sstem VARIES PER MODEL) ° O O LINK ID, b byeidM 6 DIGITS OF BATCH # fl O O� 6 6 DIGITS DATE OF ° ° MANUFACTURE + VLINK `stem hfl FLANGE LINK STEM tflange O O (D C- -� flan hfl ge nge - 7 9 Q O ,1L �IN Db_flange (4 OR 8 BOLTS TYP.) YIELD -LINK GEOMETRIES 3/4" = 1'-0" 73 IS CD M O N co Ln N O N N STANDARD YIELD -LINK® SKU LINK ID I LINK byield bflange Sgange[31 DMange No. of Flange Rnitq Db_slem No.of Stem BRP Model No. of BR Bolts YLMC6 2.5 2'-3 1/2" 2 1/2" 6 1/2" 4" 7/8" 4 7/8" _-Bolts 6 BRP6D 4 1. NUMBER OF YIELD -LINK FLANGE BOLTS=4 OR 8 DEPENDING ON LINK ID. 2. BEAM, COLUMN AND HOLE DIMENSIONAL TOLERANCE SHALL BE PER AISC 303. 3. FOR LINKS WITH 8 FLANGE BOLTS, S2flangeIS 2-1/4" FOR YLMC4, 2-3/4" FOR YLMC6 AND 3-3/8" FOR YLMC8. 4. DESIGN PROCEDURE FOR YIELD -LINKS WITH (8) FLANGE BOLTS INCLUDED IN ICC-ES ESR-2802. TYPE tflange tstenn Thflaange gflange ha YLMC4-XX 7/8" 1/2" 5 3/4" 3 1/4" 3 1/8" YLMC4-XX-10; YLMC4-5; 13/16" YLMC4-6 YLMC6/YLMC6-13 1 114" 5 3/4" 3l4" 9 114" 5" YLMC6-7 1 7/16" 5 1 /4" YLMC8-XX/YLMC8-XX-15 1 13/16" 1" 10 3/4" 7" 5 7/8" YLMC8-7; YLMC8-8; YLMC8-7-15; YLMC8-8-15 1 314" CAP PL (WHERE OCCURS) STEEL COLUMN PER DESIGNER ,'v F-- PROTECTED ZONE m SHEAR PLATE I _ 2" TYP. r`J-------44 - I _) I J STEEL BEAM PER DESIGNER NOTE: 1. PROTECTED ZONE INCLUDES THE FOLLOWING ELEMENTS: A. LINK FLANGE AND LINK STEM B. BRP PLATES C. BEAM FLANGE CONTACT AREAS CONNECTED TO THE LINK STEM D. COLUMN FLANGE CONTACT AREAS CONNECTED TO THE LINK FLANGE E. SHEAR PLATE AND BEAM WEB AT 2" AROUND SHEAR PLATE F. LINK STEM, LINK FLANGE, BRP AND SHEAR PLATE BOLTS. 2. PROTECTED ZONE SHALL BE MARKED BY USING ANY NON-DESTRUCTIVE METHODS PRIOR TO AND AFTER APPLICATION OF SPRAYED ON FIRE -RESISTING MATERIAL. 3. NO ATTACHMENT SHALL BE MADE WITHIN THE PROTECTED ZONE. PROTECTED ZONES 3/4" = 1'-0" STP TO COLUMN W2 WEB/DP DP TO COL. W4 WELD WEB WELD W1B ST TO COL. FLANGE STIFFENER PLATE -- - WELD (STPx) SEE NOTE 7 BELOW DP TO COL WEB >��. ® SHEAR PLATE PLUG WELD ((n)STx-yz-w) ° 0 CENTERED ON STP TO COL. > W3 ® BEAM DEPTH FLANGE WELD STEEL BEAM DP TO COL. W5 PER DESIGNER FLANGE WELD ; YIELD -LINK (YLMCx-y) DOUBLER PLATE (DPx) WHERE SHOWN HATCHED STEEL COLUMN ON ELEVATION DRAWINGrV- PER DESIGNER U.N.O. PER DESIGNER LEGEND: DPx: x IS x/8-IN. THICK DOUBLER PLATES (i.e. DP4 IS 1/2" THICK DOUBLER PL.) STPx: x IS x/8-IN. THICK STIFFENER/CONTINUITY PLATE YLMCx-y: x IS x/8-IN THICK LINK STEM, y IS THE LINK YIELDING WIDTH (n)STx-yz-w: n IS THE NUMBER OF SHEAR PLATES WHEN (2) ARE REQUIRED x IS x/8-IN THICK SHEAR PLATE, y IS y/8-IN DIM. BOLT, z IS BOLT GR/THREAD COND.: A=A325N, B=A325X, C=A490N, D=A490X w IS THE NUMBER OF HORIZONTAL BOLTS NOTES: 1. SEE 6/- FOR SHEAR PLATE GEOMETRY DETAILS. 2. SEE 4/S5.1 FOR STIFFENER PLATE DETAILS. 3. SEE 6/S5.2 FOR DOUBLER PLATE WELDING DETAILS. 4. SEE 3/- FOR COLUMN FLANGE HOLE DETAILS. 5. YIELD -LINKS AND BUCKLING RESTRAINT PLATES PROVIDED BY SIMPSON STRONG -TIE. ALL OTHER PLATES, STEEL AND FASTENERS PROVIDED BY OTHERS. 6. W1A IS FOR LEFT ST & W1B IS FOR RIGHT ST. RIGHT SHEAR PLATE SHOWN. YIELD -LINK CONNECTION LEGEND 3/4" = 1'-0" Lev HOLE DIA x Lslot TYP. [L SLOTTED HOLES r c� Sv \ o PL "tp" TYP. EDGE FOR W12-W18 BOLT HOLE c-D EDGE FOR W21-W24 DIA. �� J- EDGE FOR W27-W30 S1 Leh EDGE FOR W33-W44 VERT. BOLT CONFIG. i nvr-.c. DvL i anvvviv) Lev TYP. Sv TYP. BOLT HOLE DIA. Leh 2 BOLT EDGE HOLE DIA x Lslot SLOTTED HOLES PL "tp" 2&3 HORZ. BOLT CONFIG. (9 VERT. BOLTS SHOWN) SHEAR PLATE DETAIL 3/4" = 1'-0" BEAM HOLE DIA. No. VERT No. HORZ Sv Sh Lev Leh Lslot tp SIZE BOLTS BOLTS W 24 y+ 1 /16" 5 w 2 3/4" 2 3/4" 1 1 /8" 1 3/4" 1 7/8" X 1. NUMBER OF VERTICAL AND HORIZONTAL BOLTS SHOWN FOR REFERENCE ONLY. REFER TO STRUCTURAL DRAWINGS FOR PROJECT SPECIFIC REQUIREMENTS. 2. SHEAR PLATE THICKNESS (x), BOLT SIZE (y) AND QUANTITY (w) PER DESIGNER, SEE FRAME ELEVATION SHEETS EXPORTED USING YLMC DESIGN SOFTWARE PER PROJECT. 3. S1=2.75" FOR YLMC4 LINKS; S1= 3.5" FOR YLMC6 LINKS; S1=4.0" FOR YLMC8 LINKS. 4. BOLT HOLES IN THE BEAM FLANGES AND BEAM WEB SHALL BE STANDARD SIZE HOLES. 5. W40 AND W44 BEAMS INCLUDED IN ICC-ES ESR-2802. CAP PLATE (WHERE REQUIRED) PER DESIGNER STIFFENER PLATE PER DESIGNER DOUBLER PLATE (WHERE REQUIRED) PER DESIGNER - BUCKLING RESTRAINT PLATE (SST) YIELD -LINK (SST) T&B, TYP. SHEAR PLATE PER DESIGNER S1 SEE 20/- 6/- C.L. -------- - - - - - - - - - \END DIST. ALIGN CENTER SHEAR PL. HOLE WITH BEAM CENTERLINE STEEL BEAM IPER DESIGNER ALIGN BEAM COPE & EDGE OF BRP WITH C.L. OF -v--- SHEAR PL. BOLTS STEEL COLUMN PER DESIGNER TYPE MIN. STIFF. THK YLMC4 1 /4" YLMC6 3/8" YLMC8 1/2" NOTE: 1. SEE 3/- FOR BOLTING REQUIREMENTS. 2. SEE 4/- FOR PROTECTED ZONE AT YIELD -LINK CONNECTION. 3. FOR STIFFENER PLATE THICKNESS, SEE FRAME ELEVATION DRAWINGS EXPORTED BY YLMC DESIGN SOFTWARE. SIMPSON YIELD LINK - 1 BEAM 3/4" = 1'-0" C.L. STEEL BEAM PER DESIGNER J I LLL VVLVIVIIV PER DESIGNER ID/MODEL END DIST. YLMC4 1.00" YLMC6 1.75" YLMC8 2.25" C.L. i � o17117=17nln1-3 nI nrn NOTE: 1. SEE 5/- FOR INFO NOT NOTED. 2. FOR STIFFENER PLATE THICKNESS, SEE FRAME ELEVATION DRAWINGS EXPORTED BY YLMC DESIGN SOFTWARE. SIMPSON YIELD LINK - 2 BEAMS 3/4" = 1'-0" STEEL COLUMN STEEL BEAM (-ni I IRANI CI ANICC kM )NER ID/MODEL MIN. STIFF. THK YLMC4 3/8" YLMC6 1/2" YLMC8 5/8" -' ANGE O 5 4 NOTES: 1. LINK FLANGE -TO -COLUMN FLANGE BOLTS CAN BE SNUG -TIGHT OR PRETENSIONEDAND CAN BE INSTALLED FROM LINK SIDE OR COLUMN FLANGE SIDE. 2. AT COL. FLANGE SLOTTED HOLES: A) SNUG -TIGHT JOINT: USE ASTM F436 WASHER OR 5/16 IN. THICK PL WASHER. B) PRETENSIONED JOINT: USE 5/16 IN. THICK PL WASHER OR CONT. BAR PER RCSC. 3. AT LINK FLANGE HOLES: A) SNUG -TIGHT JOINT: WASHER NOT REQUIRED. B) PRETENSIONED JOINT: USE ASTM F436 WASHER. 4. LINK STEM -TO -BEAM FLANGE BOLTS SHALL BE PRETENSIONED. A) USE ASTM F436 WASHER PER PRETENSIONING METHOD 5. BUCKLING RESTRAINT PLATE -TO -BEAM FLANGE BOLTS MUST BE SNUG -TIGHT. NO WASHERS REQUIRED AT THE BEAM FLANGE SIDE. USE ASTM F436 WASHER AT BRP SIDE. 6. SHEAR PLATE TO BEAM WEB BOLTS CAN BE SNUG -TIGHT OR PRETENSIONED. A) AT SHEAR PLATE SLOTTED HOLES: USE ASTM F436 WASHER OR 5/16 IN. THICK PL WASHER FOR SNUG -TIGHT JOINTS. B) USE 5/16 IN. THICK PL WASHER OR CONT. BAR PER RCSC FOR PRETENSIONED JOINTS. AT BEAM WEB STANDARD HOLES: WASHERS NOT REQUIRED FOR SNUG -TIGHT JOINTS. USE ASTM F436 WASHER FOR PRETENSIONED JOINTS. 7. PRETENSIONING METHODS CAN BE: TURN -OF -NUT; CALIBRATED WRENCH; TWISTED OFF TYPE; OR BY USE OF DIRECT TENSION INDICATING WASHERS PER RCSC. WASHER REQUIREMENTS VARY PER PRETENSIONING METHOD. CONNECTION BOLTING DETAIL 3/4" = 1'-0" , T LJ I- t m g9 to I- I j EL � L a �+Iff= -- -- c 1_ i Lr: f. rL v� 4p a 4 ti i �- 1 i 7* cDari DESIGN GROUP 200 E STREET, SANTA ROSA, CA 95404 619.698.9177 1 www.coargroup.com ZFA STRUCTURAL ENGINEERS 250 d street I suite 200 zfa.com santa rosa ca 95404 707.526.0992 zfa job no. 24071 copyright ©2025 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOTTO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. �,OF E�0N�� ,��. OF�JF 0� 12/10/2025 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 X D DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 24071 SHEET TITLE: YIELD LINK FRAMING DETAILS SHEET NUMBER: S5m4 PLYWD SHTG O/ z DECKING ROOF PEN 24" MAX SAD A35 EA BLK UNO PER SW SCHED 20d @ 6"oc ROOF SHTG ROOF PEN, 16d AT SHAPED 3x TOP ROOF PEN ROOF PEN ROOF PEN ROOF PEN � T&G DECKING SDS25800 AT EA 20d @ 6"oc LTS16 @ 48" RAFTER AT Q BEAM ROOF SHTG 2x SB VENT SAD A34 EA RAFTER PLYWD O/ DECKING - HGR TO NAILER oc, SLOT RIM PER (& AS REQD RAFTER WALL PEN S1.3 r°� ail 3x SB RF PEN L r � \` PORCH RAFTER RAFTER 2x BLKG 48"oc RAFTER CONT FASCIA NO HGR IF RAFTER @ H2.5A EA RAFTER AT OVERHANG \ SPAN LESS THAN DBL TOP R SPLICE ❑ DESIGN GROUP coar REINFORCE BEAM 6'-0" USE (3) 16d TN PER \/ A34 EA BLK AT NOTCH PER 200 E STREET, SANTA ROSA, CA 95404 CJT3Z @ - JOIST AND HGR /\ w A JOISTS PARALLEL - s1.4 619.698.9177 1 www.coargroup.com PORCH RAFTER / \ FASCIA SAD WALL PEN AT SW - WALL SHTG OR SW PER HDR PER S1.3 UNO ZFA STRUCTURAL ENGINEERS PORCH BEAM PLAN AND SW SCHED F Z d street � suite 20o zEERS WALL PEN AT SW BM AS OCCURS �� S0.1 1 santa rosa ca 95404 707.526.0992 �� WALL FRMG TYP UNO PER S1.3 zfa job no. 24071 copyright ©2025 FOR INFORMATION FOR INFORMATION NOT NOTED SEE" FOR INFORMATION NOT NOTED SEE THIS DOCUMENT AND THE IDEAS INCORPORATED S6.1 S6.2 S6.1 S6.1 NOT NOTED SEE 3 HEREIN, AS AN INSTRUMENT OF PROFESSIONAL S6.1 SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. IV 17 PORCH AND RAFTER AT EAVE &L3/-4 LATROOF AT RIDGE EAVE - JOIST PERP PORCH RAFTER CONNECTION LEDGER AT EXTERIOR WALL >�3/4 CAL EXTERIOR WALL3/4= 1'-0" " = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" " = 1'-0" OFESs� _ PR _ESS 2x SB W/ A35 @ 16" oc � 2x4 STUD WALL PER / 4 WALL FRMG TYP UNO PER S1.3 of CALIF CUPOLA WALL PER S1.3 �, , PLYWD O/ 16" MAX 16" MIN 12/10/2025 /"PLYWD DECKING PER 10 16d @ 8"oc LINO PER SW SCHED PROJECT: FLR SHTG ROOF PEN RAFTERS MANSARD ROOF RAFTER JST WALL PEN CONT RIM j A35 EA RAFTER 16d AT ROOF PEN f FLOOR PEN OVERHANG) JOIST (BLK T CITY OF NEWPORT BEACH WALL PEN CONT RIM JST W/ A35 12"oc fl ROOF SHTG 16d 6" oc ` 16d @ 6 oc MAX LINO PER SW SC E D I NEWPORT BEACH FIRE oz STATION NO. 1 & LIBRARY @ PEN RF PEN 16d AT OVERHANG AS OCCURS i 2x SB @ 48"oc W/ A34 EA END r WALL PEN WALL PEN & TO TOP R 110 E BALBOA BLVD I \ / DBL TOP PLATES SPLICE \ ❑ \/ NEWPORT BEACH, CA 92661 A34 EA JST PER /\ x S1.4 CITY CONTRACT N0. C-8865-1 2x SB BM AS OCCURS HDR PER S1.3 UNO FOR INFORMATION WALL SHTG OR SW PER PLAN 0 NOT NOTED SEE 17 & SW SCHED TYP LINO FOR INFORMATION FOR INFORMATION FOR INFORMATION F NOT NOTED SEE 1 h„ S6.1 NOT NOTED SEE 6 NOT NOTED SEE 1 g S0.1 S6.1 S6.1 S6.1 S6.1 U �. Q ROOF SLOPE CHANGE OVER STEEL BEAM TYPICAL HIGH ROOF FRAMING 1 O TYPICAL EXTERIOR WALL AT CANOPY G FLOOR FRAMING AT EXTERIOR WALL PARALLEL FRAMING AT EXTERIOR WALL cq� ORN�P 18 3/4" = 1'-0" 1 3/4" = 1'-0" 3/4" = 1' 0" 6 3/4" = 1'-0" 3/4" = 1'-0" DESCRIPTION: DATE: DBL TOP R SPLICE ❑ BID SET 12/15/25 WALL PEN PER WALL PEN AT SW Q.4 ROOF PEN ROOF PEN 16d @ 8"oc UNO PER SW SCHED WALL PEN o MSTA12 AT EA JST ROOF PEN q STRAP = q LEDGER FLR PEN AT BLK 3x SB W/ A35 EA FLOOR PEN END ROOF SHTG SAD RAFTER OR JOIST W/ HGR FLR SHTG �. PER(E fl SW WALL PEN S0.1 JST 2x SB @ 48"oc W/ A34 4x SB WHERE INT 16d AT SW PEN SPCG AT A 2x RAFTER W/ 34 T&B OF TOP TO TOP R & EA END WALL PEN SW OCCURS SW, 6"oc OTHERWISE 10d @ 6" oc 1 - 16d AT INT SW PEN SPCG It, TYP EA STUD FULL HT STUDS PER S1.3 WALL PEN AT SW H2A @ 24" oc, 2x LEDGER W/ 16d PER BLW JOIST AND HGR I ALIGNED W/ SB TO STUD SPLICE O PERW \ / 16" MIN 2x6 - (3) 16d S1.4 �X� WALL SHTG OR SW 2xlO -(4)1 6 6d TO EA STUD 2x12-(5)16d � � I FOR INFORMATION FOR INFORMATION X INT SW PEN BM AS OCCURS NOT NOTED SEEWW FOR INFORMATION 1 I NOT NOTED SEE 3(5 HDR PER LINO S6.1 S6.1 NOT NOTED SEE S1.3 S6.1 S6.1 ON PLAN INT SW AS OCCURS W 15 PORCH ROOF AT PARAPET FLAT ROOF AT RIDGE EAVE - JOIST PARALLEL PARALLEL FLOOR FRAMING AT EXTERIOR WALL WALL ANCHORAGE AT EXTERIOR WALL 3/4" = 1'-0" 83/4" = 1'-0" 034 " = 1'-0" 3/4" = 1'-0" WALL SHTG OR SW PER PLAN 06 & SW SCHED(T�TYP UNO S0.1 ROOF PEN, 16d AT ROOF PEN a`) T&G DECKING SW AS OCCURS PROJECT NUMBER: m LSTA18 W/ #10x1 16d @ 8"oc LINO PER SW SCHED FLOOR SHTG CL 1 " SD SCREWS 24071 z @ 48"oc WALL PEN JOIST LAP 12" W/ (3) 16d EACH PEN raLEND EACH PIECE 16d AT SW PEN SPACING AT SW, 6"oc OTHERWISE SHEET TITLE: o L0 r / FLOOR PEN , . L (5) 10d PER BLK TYP WOOD DETAILS \/ \/ WALL PEN AT SW fl p° CJT3Z @ /\ /\ 2x SB W/ A35 EA BLK UNO PER N PORCH RAFTER / \ / \ WALL PEN \\// SW SCHED m _ o WALL PEN AT SW WALL PEN AT SW /\ BM AS OCCURS 2 / \RAFTERS/JST BM AS OCCURS BM AS OCCURS 2x SB @ 48"oc W/ A34 EA END FOR INFORMATION FOR INFORMATION a NOT NOTED SEE 10 � NOT NOTED SEE�k FOR INFORMATION FOR INFORMATION SHEET NUMBER: �c�, S6.1 S6.2 S6.1 S6.1 NOT NOTED SEEk NOT NOTED SEEk S6.1 S6.1 co Lf) CD &13/-4 LOPE CHANGE AT ROOF EAVE SLOPE CHANGE AT ROOF EAVE Q INTERIOR BEARING WALL PARALLEL FRAMING AT EXTERIOR WALL S6ml " =1'-0" 1 3/4" = 1'-0" O 3/4" = 1'-0" 3/4" = 1'-0" N q WALL = SPLICE CALIFORNIA � FRAMING PER 14 SHTG O/ PEN S6.3 DECKING I II Q BM - - - - VARIES II Q WALL PEN N MSTA18 EA RAFTER (2) 16d EA BOARD 6x6 CONT TOP CONT SHAPED BLK � 6 ,x POST TO PORCH MSTA24 @ 48"oc ROOF PEN W/ 16d AT ROOF PEN SPCG ES 6RAFTER RAFTER TO RAFTER WALL PEN PEN OPTIONAL SPLICE RAFTER & HGR PER (5) 10d PER BLK TYP SHTG S0.1 LEDGER W/ PEN ROOF PEN WALL FRAMING 6" MAX RAFTERS OR JST LAP 12" MIN PER DESIGN GROUP 16d @ 6"oc TYP W/ (3) 16d EA END EA PIECE - S0.1 fl NO LAP AS INDICATED 609.6989 ZZ S1 www.coargroup.com (4) 16d EA BAY 2x SB W/ A35 EA BLK coar UNO PER SW SCHED DLZFA STRUCTURAL ENGINEERS TT2Z @ 48"oc A35 @ 48 oC WALL SHTG OR SW 250 d street I suite 200 zfa.com AT NAILER BOLT RAFTERS/JST santa rosa ca 95404 707.526.0992 WALL PEN zfa job no. 24071 copyright ©2025 JST W/ HGR 2x SB @ 48"oc W/ A34 EA END FOR INFORMATION NOT NOTED SEE 1 STL BM W/ FULL DEPTH FOR INFORMATION BM AS OCCURS /\T FOR INFORMATION S6.1 THIS DOCUMENT AND THE IDEAS INCORPORATED BEAM FOR INFORMATION NOT NOTED SEEW NOT NOTED SEEW� NAILERS PER HEREIN, AS AN INSTRUMENT OF PROFESSIONAL 6 NOT NOTED SEE S6.1 S6.1 S6.2 SERVICE, IS THE PROPERTY OF THE ENGINEER AND S1.4 S6.1 IS NOT TO BE USED, IN WHOLE OR IN PART FOR ANY RAMING AT RIDGE BEAM FLOOR AND DECK FRAMING AT STEEL BEAM @-L3/NTERIOR BEARING WALL E)-MECHANICAL WELL AT PARAPET EXTERIOR WALL AT PORCH / CALIFORNIA FRAMING WRITTEN AUTH RIZATONOTHER PROJECT OFTHEENGIINUT THE OEER. EY34" = 1'-0" 3/4" = 1'-0" 4" = 1'-0" 3/4" = 1'-0" 03/4 " = 1'-0" _ PROFESS/o L90 ES OF BM q BM CONT RIM JST RIM SPLICEO ROOF PEN VARIES _ 12/10/2025 PEN WALL PEN ROOF SHTG fl PROJECT: A35 ES A35 @ 24"oc MAX UNO PER SW SCHED A34 EA RAFTER CITY OF NEWPORT BEACH ALIGNED RAFTER OR L RAFTERS 16d AT ROOF PEN NEWPORT BEACH FIRE JST AT WALL STATION N0. 1 &LIBRARY WALL PEN 20d @ 6"oc � WALL PEN (2) BAYS 2x SB ES OF X WALL PEN _ Q 2x BLKG @ 48"oc ROOF SHTG 110 E BALBOA BLVD POST W/ WALL PEN O/ DECKING NEWPORT BEACH CA 92661 RIDGE BM, CO fl MTS EA BLK, SLOT LEDGER = �I r° GLB OR SW SHTG = L° r CITY CONTRACT NO. C-8865-1 SAWN FULL HT TRIM STUDS ES RAFTER 6x SB 3" MAX POST W P BEAM WHERE OCCURS ��. FOR INFORMATION FOR INFORMATION 0 FOR INFORMATION NOT NOTED SEE NOT NOTED SEE NOT NOTED SEE 7 13 S6.1 NOT NOTOEDMSEEON3 S6.1 S6.2 S6.1 V &E3/4IDGE BEAM AT WALL DECK LEDGER AT RIM JOIST INTERIOR SHEAR WALL c MECHANICAL WELL AT PERPENDICULAR FLAT ROOF LEDGER AT EXTERIOR WALL c1 0 83/4 - 1 0 1 3/4 - 1 0 6 3/4 - 1 0 3/4 - 1 0 ,9�IFORN�P q SYM DESCRIPTION: DATE: SEE OTHER DETAILS FOR BM/COL CONN CALIFORNIA WALL SHTG OR SW PER PLAN FRAMING PER 14 BID SET 12/15/25 I & SW SCHED F TYP UNO S6.3 S0.1 SHTG 16d @ 8"oc 2 x 'L' 'I r LINO PER _ _ _ _ _ _ VARIES h SW SCHED FLR PEN WALL PEN FLR SHTG u " MAX, SAD fl r FLR PEN PEN 2x SB - -T777iRAFTER A35 ES T&B WALL PEN L WALL FRAMING DBL TRIM STUD PER E CANTILEVERED W/ 16d @ 12"oc FLR JST S0.1 \ / JOIST, SISTER RIPPED 2x KING POST A35 / AT OVERHANG W/ 2x NAILER AND 2x BLK WALL SDS'/4x2'/ @ 12" oc WELDED STUDS PEN ECCQ N PEN /-\ 2x SB W/ A35 EA BLK UNO PER PER 6 M + + + SW SCHED S1.4 + + + + 4'-6" MAX CCQ ++ + (6) 16d TO BM 'L' STEEL BEAM c~i)1 FOR INFORMATION POST FOR INFORMATION BM / FOR INFORMATION FOR INFORMATION NOT NOTED SEE 1 2 L NOT NOTED SEE NOT NOTED SEE g NOT NOTED SEE 2 4 S6.1 S6.1 E FOR INFORMATION S6.1 S6.1 S6.1 S6.1 06 NOT NOTED SEE 18 ,� 9 BEAM AT WALL OPENING s6.2GCANTILEVERED FLOOR FRAMING BEARING/SHEAR WALL AND JOISTS ON STEEL BEAM 7 MECHANICAL WELL AT PARALLEL FLAT ROOF G��VE�A� GABEAT ALIFORNIA FAMNG 3/4"'"3/4" = 1'-0" 3/4= 1'-0"3/4=1-0 m a 6x6 CONT TOP PEN TO z R W/ A35 EE L SHAPED BLK TO 6x POSTS CALIFORNIA 14 ns FRAMING PER /4 SIDS @ 6" " S6.3 oc, 3 J MIN EMBED INTO SHTG cn RIM SPLICED BM BLW WALL PEN AT SW U ROOF PEN, 16d AT ROOF PEN, 16d \� _ _ _ _ VARIES co T&G DECKING AT T&G DECKING m r PROJECT NUMBER: o _ _ _ _ _ J LSTA18 W/ #10x1 WOOD SW / BEARING CL ''/2" SD SCREWS WALL WHERE OCCURS 24071 z @ 48"oc r°�; I (2) ROWS PEN, STGR RAFTER 'I r SHAPED BLK 0 A35 ES T&B LoFLOOR SHTG SHEET TITLE: t- ITS HGR PEN TO WOOD DETAILS SHAPED BLK 0 J N FULL HT POST �/4 SIDS @ 6" oc, 3" o + + HDR MIN EMBED INTO Q + + + RAFTER AND HGR JOIST AND HGR - BM BLW CCQ �� A35 T&B BM AS OCCURS X RAFTERS/JST 2 DBL TRIM STUDS FOR INFORMATION STL BM W/ FULL DEPTH a NOT NOTED SEE 10 BM AS OCCURS ' FOR INFORMATION GLg FOR INFORMATION SHEET NUMBER: rl-NAILERS PER (& FOR INFORMATION NOT NOTED SEE 3 2 NOT NOTED SE 3 16 o FOR INFORMATION S6.1 S1.4 NOT NOTED SEE 8 S6.1 S6.2 S6.2 S6.2 N NOT NOTED SE%19 S6.1��E��_�°' LO N N 20 RIDGE BEAM AT HEADER 6 SLOPE CHANGE AT GLIB ,� 2 FLOOR AND DECK FRAMING AT STEEL BEAM @-E3/-4 ORCH ROOF AT PARAPET EAVE AND GABLE AT CALIFORNIA FRAMING S6■2 3/4" = 1'-0" 3/4103/4" =10" = 1'-0" 3/4" = 1'-0" N CONT HSS COL I VA (2) FE/x9 W/ (4) HOLDOWN, CENTER ON BM II 3/0 MBS 2" 4" 5 1/2'I - NOTCH I I I CAP FE PER ° z WALL PEN TO SOLE FE I I S5.1 A35 ES T&B AT BEYOND EL PLYWD AT R JI I L WD BM HDU8 & LARGER = FLR SHTG WALL 7 F PEN TO BLKG 12"---------I - PORCH RAFTER 2x SB TYP AT STRAP 2" _ _k/ _ _ JOIST 2" 0 0 �R DESIGN GROUP I - WF COL THIRD ROD 200 E STREET, SANTA ROSA, CA 95404 ALIGNED BEAM, - 619.698.9177 1 www.coargroup.com SHAPED TO FIT 1 ° ° ° I I STIFFENER _ - - T&B �X 28° R PER 4 r�--= I R - WASHER PER SC x Y Q BM ZFA STRUCTURAL ENGINEERS STRAP PER PLAN '/a S5.1 ECCOQ U g 250 d street I suite 200 zfa.com coar & - - santa rosa ca 95404 707.526.0992 3 L3x3x'/4 x 3'/2" LG, _ 3/,6 zfa job no. 24071 copyright ©2025 S1.4 CENTERED ON HSS-----WELDED FE ABV AND 3/6 FE % x (ECCOQ + '/ ") BLW FLOOR PER g HOEDOWN R'_ WASHER HSS TO ANGLE � T&B '/4"x2'/2" SQ DBL TOP FE 1/4 4" HDU2 THIS DOCUMENT AND THE IDEAS INCORPORATED HDU4 /4"x2�/2"SQ HEREIN, AS AN INSTRUMENT OF PROFESSIONAL WALL FRAMING FOR INFORMATION WALL FRMG R TO WF COL HDU5 '/4"x2'/" SQ SERVICE, IS THE PROPERTY OF THE ENGINEER AND PER IS NOT TO BE USED, IN WHOLE OR IN PART FOR 1 NOT NOTED SEE 1 '/4 HDU8 6/6 "x3" SQ ANY OTHER PROJECT WITHOUT THE PRIOR S1.3 STRAP FOR INFORMATION WRITTEN AUTHORIZATION OF THE ENGINEER. PER PLAN S6.1 CAP R PER FOR INFORMATION HDU11 6/6"x3" SQ NOT NOTED SEE 7 S5.1 NOT NOTED SEE 6 HDU14 %"x3'/2" SQ NOTE: S 1.3 QROF E�pNA NOTE: PROVIDE LTP4 FROM BLKG TO TOP R IN LIEU OF A35 IF STRAP CONFLICTS. S6.1 IF HSS WIDTH + 1" >_ BM WIDTH, WELD ECCO DIRECTLY TO HSS. 17 PORCH STRAP AT EAVE FRAMING &13/4. TRAP TOP PLATE TO BLOCKING FLOOR JOIST TOTRANSFER HSS COL 5 BEAM TO HSS COL TF=1 CAL HOLDOWN OVER BEAM3/4" = 1'-0" " = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0 , 1'-0" 12/10/2025 BM PER PLAN PROJECT: R '/ 16d @ 6"oc IF BM WIDTH IS � CONT HSS COL LESS THAN COL � II MODIFY CCO ROOF PEN OR IF COL IS 3/s OR PROVIDE CITY OF NEWPORT BEACH ROOF SHTG SKEWED CCTO CAP HOLDOWN CENTER ON BM ROOF SHTG CALIF FRMG W/ 2x6 @ 24"oc & O FLANGE NEWPORT BEACH FIRE HDU8 SUPPORT EA RAFTER & RIDGE -- STATION NO. 1 &LIBRARY THREADED ROD 20" 16" TYP DOWN TO ROOF BLW @ 48"0c 1/2" 4" (2) R'/4x9 W/ (4) BM PER PLAN SPLICE AT COL MAX LINO GLB / %0 MBS DO NOT SPLICE BM AT COL AT TYP A35 ES T&B AT 110 E BALBOA BLVD POST (2) 10d TN ES (2) 16d CANTILEVER CONDITION 4 1/2" / HDU8 & LARGER ° CJP NEWPORT BEACH, CA 92661 3x NAILER W/ PEN CITY CONTRACT NO. C-8865-1 -- II I 2x4 FLAT 2x6 STRONGBACK � JOIST _ _ �� II 0 0 2„ �,/� BLKG 2" LJ--- - - -Ll- W/ (3) 16d AT EA 2x4 R - WITH PERPENDICULAR BEAM 2x4 @ 48"oc W/ I z RAFTER OR TRUSS 6x SB (3 BAYS (3) 16d TN TOR SEAT CUT BOT OF SLOPING BM, �Fi O�� MIN), W/ CMST14 3 SIDES '/4 ANGLE PER S6.3 PROVIDE 6/6"!� x 5" LAG SCREW 3" FROM NOTCH AT (� BM PER 2x FE W/ (2) 16d TO TRUSS TOP FE SPLICED }. PERS1.4 s STIFFENER FE PER 1 CCO CAP TO FIT BM AND ECCO AT END OF BM S5.1 STL BM PER PLAN V FOR INFORMATION FOR INFORMATION COL PER PLAN low WALL FRAMING NOT NOTED SE 4 NOT NOTED SEE 6 FOR INFORMATION C,9��FORN�P PER S6.2 S6.1 NOT NOTED SEE 7 1 S1.3 S1.3 DESCRIPTION: DATE: 18 HD TIE AT LIBRARY 14 CALIFORNIA FRAMING 1 O FLOOR JOIST TO TRANSFER HSS COLUMN 6 TYPICAL BEAM AT HSS COLUMN 2 HOLDOWN TO STEEL BEAM 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" BID SET 12/15/25 ROOF PEN TO ALIGNED FRMG ROOF SHTG 4x ALIGNED ROOF SHTG RF PEN TO RIM JST RAFTER RAFTER W/ PEN ROOF PEN WHERE OCCURS 13 R'/"x3" W/ (3) 6/"0 S6.1 A34 ES ALIGNED FRMG MB TO DBL TOP FE; J NOTCH E AROUND SHEAR TAB NAILER PER 21/2" � 14 I I S1.4 2x TRIM STUD W/ 1 1/2 5 I O 1 I FOR INFORMATION 10" MAX WALL PEN I I O NOT NOTED SEE ALIGNED FRMG (4x MIN) CL ALGINED FRMG = I -I O ' POST 2x SB ES W/ PEN os � q (2) BAYS I � CONN PER 13 A34 ES POST I I S5.1 ADD (2) 4x BLK OR GLB POST COL PER PLAN I I RF PEN TO BLKG RAFTERS ECPZ W/ TRIM STUD I I OR TO RAFTERS AS RQD AT COL 112„ cl; ES PER (& � CMST14x48" � POST � \ COUNTERBORE POST (1" MAX) -- S0.1 o M � •I I � WALL FRAMING DBL TOP R'_ STL MF BEAM PER WASHER FE 1/4"x2'/" SQ HDU2 S1.3 WALL PEN TO EA TRIM STUD L A35 ES Ft"/4" x COL WIDTH + '/2" FOR INFORMATION CENTERED ON COL 3 NOT NOTED SEE 06 (4) %"0 MB AT q FE I /6 NO TOP PLATE SPLICES S6.1 U) I WITHIN 24" ES OF COL 19 STRAP TIE AT LIBRARY &h3/FLDOWN TIE W BEAM AT WALL FRAMING 3RAFTER AT MOMENT FRAME 3/4" = 1'-0" = 1'-0" 3/4" = 1'-0" TRIM STUD ES PER 3/4" = 1'-0" m HSS PER PLAN OR ELEV I I S0.2 o LSTA12 ROOF PEN Q- @ 48" oc PEN 3 HSS COLUMN AT TOP PLATE z 3/4" = 1'-0" ROOF SHTG J RF PEN SHAPED NAILER, 2x MIN 0 1 C/) CUPOLA WALL PER I� S 1.3 U PROJECT NUMBER: 00 0 WALL PEN OO ALIGNED 3x JOIST RAFTER I II 24071 z 4x SOLE Ft' W/ ECCOQ CAP AND HGR o SDWS'/ x6 @ 6" oc WALL FRMG, TYP 0 SHEET TITLE: 2x INFILL o r° 11 I FE '/4"x6"x7'/2" + + FRAMING PER 1 I� II WOOD DETAILS o L°�r GLB STRAP PER PLAN & CONN PER S6.3 I STRAP TOP �� I II FLOOR PEN S1.3 N WALL PEN S1.4 I FE W/ MST48 DTT2Z @ 48"oc AT NAILER BOLT BLKG SHTG TO DBL TOP FL' (FRMG ABV NOT I GLB BEYOND, CONNECT I I STEEL TRUSS Q SHOWN FOR CLARITY) TO HSS W/ CUSTOM 5 /a I I AND TRUSS 4 WELDED BUCKET PER S6.3 CHORD PER S3.1 HSS COL EL WF TOP AND FOR INFORMATION FOR INFORMATION BOTTOM CHORD SHEET NUMBER: N NOT NOTED SEE 18 NOT NOTED SEE 14 W/ NAILER PER (& FOR INFORMATION 04 S6.1 S6.1 S1.4 FOR INFORMATION NOT NOTED SE 3 NOT NOTED SEE 11 S6.1 Cl) S6.3 LO N N CUPOLA AT GLB STRAP TIE ELEVATION W BEAM AT SLOPED ROOF TRS6m3 ANSFER HSS COL AT HIGH ROOF MECHANICAL WELL AT APPARATUS BAY �I 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" 7T CALIFORNIA SHTG FRAMING PER 9 PLAN SHTG S6.3 I I WALL PEN I I I I NAILER fl. fl JOISTS PER PLAN 16d @ 6"oc 6" MAX, SAD I I I� �I WALL PEN WALL PEN X III FLOOR PEN WALL FRAMING ROOF PEN, 16d AT LJ o o PER �E T&G DECKING coar o o o 0 S0.1 DESIGN GROUP 'y O fl. O O PERPENDICULAR OR STRAP PER PLAN 200 E STREET, SANTA ROSA, CA 95404 r°� PARALLEL FRAMING PER 619.698.9177 1 www.coargroup.com o BM PER PLAN WF BEAM / PLAN BM PER PLAN ALIGNED BM AT 2x SB 48"oc W/ A34 EA END iI @ / ZFA STRUCTURAL ENGINEERS WELDED HSS TO WF PER 11 MANSARD FRAMING �� 250 d street I suite 200 zfa.com HGR 5 S5.1 santa rosa ca 95404 707.526.0992 BUCKET PER PER PLAN WELDED BUCKET HSS COL fl • zfa job no. 24071 copyright ©2025 .fl S6.3 HSS COL PER 5 S6.3 FOR INFORMATION WOOD BEAM THIS DOCUMENT AND THE IDEAS INCORPORATED FOR INFORMATION NOT NOTED SEE 10 FOR INFORMATION HEREIN, AS AN INSTRUMENT OF PROFESSIONAL NOT NOTED SEE( S6.2 NOT NOTED SEE SERVICE, IS THE PROPERTY OF ENGINEER AND IS NOT TO BE USED, IN WHOLEE O OR IN PART FOR S6.1 S6.1 S6.1 ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. 17 9/4 OOR OVER CANOPY FRAMING 13 WD BEAM TO HSS AT THRESHOLD @-E3/� RALLEL BEAM AT MANSARD FRAMING 5 SHEAR TRANSFER AT HSS COL &�31 ALIFORNIA FRAMING AT GABLE " = 1'-0" 3/4" = 1'-0" 4= 1'-0" 3/4" = 1'-0" /4"= 1'-0" QROF E�pNA CALIFORNIA FRAMING OF CAL\F 1 WALL FRMG TYP UNO PER �J TOP I'L TO STL PER S6 12/10/2025 PROJECT: FLR SHTG I� HGLT JST ROOF PEN PEDESTAL CITY OF NEWPORT BEACH � PAVERS,SAD GLB �`� .fl NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 6" MAX RAFTERS 110 E BALBOA BLVD I I NEWPORT BEACH, CA 92661 PORCH RAFTER CITY CONTRACT NO. C-8865-1 M STA24 \ 1 T 1 1.. E WOOD BEAM 4x AYC LEDGER W/ 2x LEDGER W/ (3) SDS25800 @ 6" oc HSS COL 16d @ 16" oc �WPO R GLB NAILER PERW <C DROPPED BM WALL &FLOOR S1.4 0 FOR INFORMATION FRAMING PER NOT NOTED SEE 6 FOR INFORMATION OTHER DETAILS h„ FOR INFORMATION INFORMATION S6.1 NOT NOTED SEE 7 NOT NOTED SEE 2 14 NOT NOTED SEE S6.1 S6.3 V W S6.1 1 8 GLB TO GLB CONNECTION 14 DROPPED BEAM AT PORCH &i� RCH SECTION HSS TO DBL TOP PLATE CALIFORNIA FRAMING AT PARALLEL RAFTERS��FOR3/4" = 1'-0" 3/4" = 1'-0" 4= 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" DESCRIPTION: DATE: CALIFORNIA FRAMING BID SET 12/15/25 (2) A35, RIM TO NAILER 20d @ 8"oc o� SHAPED 3x SILL (5) 10d PER BLK TYP / loJ WALL PEN MSTA24 W/ #9x2'/ SD SCREWS ROOF PEN 0 f 1 L RAFTERS AND SPACING FROM fl fl. a RAFTERS BM PER PLAN 3x MIN NAILER 0°� BM PER PLAN fl° 07 HU HGR O 16d AT SW PEN SPACING AT WF RAFTER PER PLAN W/ NAILERS SW, 6"oc OTHERWISE � DROPPED BEAM PER 6 WF BEAM W/ FOR INFORMATION S1.4 NAILER PER � DROPPED BM NOT NOTED SEE 10 6 S6.4 2x SB @ 48"oc W/ A34 FOR INFORMATION FOR INFORMATION S1.4 FOR INFORMATION EA END, ALIGN NOT NOTED SEE" FOR INFORMATION NOT NOTED SEE 17 NOT NOTED SE% 18 S6.1 S6.1 NOT NOTED SEEW� S6.1 S5.1 S6.1 S6.1 S6.4 PORCH FRAMING INTERSECTION &3/T4 SEEL BEAM AT PORCH PORCH SECTION BLOCKING AT APPARATUS BAY BEAM CALIFORNIA FRAMING AT PERPENDICULAR RAFTERS 9 3/4" = 1'-0" " =1'-0" 11 3/4" = 1'-0" 7 3/L4 = 1'-0" '" 3/4" = 1'-0" L L J 06 WALL PEN STRAP TO BLKG in O 16d @ 8"oc UNO PER PLAN PROJECT NUMBER: � I 2x LEDGER oR W/ FLOOR PEN `17� PER SW SCHED3x BLKG 0 O I @ PER P AN IN 24071 z O I WALL WALL PEN o - FRAMING ROOF PEN L SHEET TITLE: II PER 1 ALIGNED RAFTER OR co �� II O O S1.3 JST AT WALL L WOOD DETAILS N V� ill O O �� S U) U o I fl. fl WALL PEN 2x BLKG @ 48"oc Y N I I SW SHTG Q I WOOD BM WOOD DROPPED BEAM GLB FOR INFORMATION FOR INFORMATION FOR INFORMATION a NOT NOTED SEE NOT NOTED SE 5 6 NOT NOTED SEE SHEET NUMBER: 2 S6.1 S6.1 FOR INFORMATION 8 LO FOR INFORMATION S6.1 NOT NOTED SEE 10 S6.1 NOT NOTED SEE 13 10 S6.2 `O S5.1 S6.3 N N TRANSFER HSS COLUMN AT APP BAY ROOF DORMER SUPPORT BEAM PORCH SECTION PARALLEL RAFTERS BEYOND EXTERIOR WALL SHEAR WALL AT OVERHANG S6m4 c� 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" &34/" = 1'-0" 3/4" = 1'-0" In co 0 N co Ln N 0 N N 4x FULL DEPTH JOIST PEDESTAL PAVERS, SAD — — — — COORDINATE LOCI W/ MECH DRAWING 4x BLKG SPACED AT 24" MAX W/ A35 ES EE & A35 W/ #6 WS TO SHTG WHERE BRACING OCCURS ii 4x BLKG W/ A35 ES EE & -�- A35 W/ PH6121 SCREWS TO SHTG WHERE 50# MAX WEIGHT BRACING OCCURS ATTACHMENT PARALLEL TO FRAMING L2x2x'/4x0'-3" W/'/2"0 THRU BOLT 3 4 ROOF SHTG 3 ROOF JOIST COORDINATE LOCATION A35 W/ PH6121 SCREWS TO SHTG q COLUMN, R W/ MECH DRAWINGS �� WHERE BRACING OCCURS SPLICE BM AT 1 1/2" 6 1/2"�6 1/2" 1 1/2" ROOF SHTG q AS REQD IST CS18 x'2 FULL BAYS FULL DEPTH SB _ w _ ROOF JOIST \/ MIN' STRAP @ 16" oc, RCKW5.5-R10 AT EA Z C) O O 3x BLKG TO SIB, T&B STUD W/'/20x2'/Z" w '12"0 THRU BOLT OF BM LAG SCREW TO BM FOR INFORMATION A35 ES EE 4x BLKG KNIFE FL"/ax10x1'-4 W/ L2x2x'/4X0'-3" A NOT NOTED SEE ROD SUPPORT OR (4) %"OMB, CSK 1" MAX 50# MAX WEIGHT BRACE AS OCCURS CENTER ON COL S6.5 ATTACHMENT PERPENDICULAR TO FRAMING CAP FE'/4x6"x7'/z" GUARD RAIL DETAIL 5 FAN COIL SUPPORT OR BRACING TO FRAMIN 3/4" = 1'-0" 1" = 1'-0" PEN E A34 EE OF 3x SIB, T&B PEI CS18 x 18" LG STRAP @ 16" oc, 3x BLKG TO JOIST, T&B OF BM GUARD RAIL DETAIL 3/4" = 1'-0" CS18 x 18" LG STRAP @ 16" t 3x BLKG TO JC A34 EE OF 3x SB, T&B 2x LEDGER Al CEILING JOIST (3) 16d @ 16" c PEN GUARD RAIL DETAIL 3/4" = 1'-0" GLASS RAILING, SAD '/20x4"LAG @4"oc I I RCKW5.5-R10 AT EA STUD W/'/2Ox4" LAG SCREW TO BM BLW '/2" MIN ono CH BEAM =STAL =RS, SAD -H JOIST & HGR �N5.5-R10 AT EA STUD W/ '/20x4" LAG SCREW TO BM PORCH BEAM PEDESTAL PAVERS,SAD 2x4 BRACE @ 16" oc W/ (3) 16d EE CEILING JOIST AND HGR FOR INFORMATION NOT NOTED SEE S6.5 HD OF HEAVY TIMBER TO H 3/4" = 1'-0" RIDGE BEAM AT 3/4" = 1'-0" LLECTOR HDU COLLECTOR AT LIBRARY 3/4" = 1'-0" (2) SDS----- r n RAFTEI RAFTEI BEAM PER PLAN TRELLIS RAFTER CONNECTION 3/4" = 1'-0" FOR INFORMATION NOT NOTED SEE 17 S6.2 IDU4 ES, PARR W/ :AFTER SLOPE ,x ALIGNED RAFTER FOR INFORMATION NOT NOTED SEE 13 16 S6.1 S6.2 cDar DESIGN GROUP 200 E STREET, SANTA ROSA, CA 95404 619.698.9177 I www.coargroup.com ZFA STRUCTURAL ENGINEERS 250 d street I suite 200 zfa.com santa rosa ca 95404 707.526.0992 zfa job no. 24071 copyright ©2025 THIS DOCUMENT AND THE IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOTTO BE USED, IN WHOLE OR IN PART FOR ANY OTHER PROJECT WITHOUTTHE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. EI'S�N�� 12/10/2025 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 24071 SHEET TITLE: WOOD DETAILS SHEET NUMBER: S6m5 T&B T&B 'A 75 \ I NOTE: \ \ \ �/4 USE OPTION B WHEN TREADS ARE J SAD FOR GUARDRAIL LOCATED ABOVE d d SEE AO OTHERWISE f INFORMATION RAIL ASTRINGERS CENTER STRINGER GUARD ND 11 B ATTACHMENT PER WELDS WELDS SAD FOR HANDRAIL AND II I S7.1 BRACKET INFORMATION CONN PER MTL DECK SCHEID II I STRINGER (2) MB%O 3 (3) SIDES I Q HSS STRINGER /,6 I U) I (4) MB3/40 HSS STRINGER 2" SLOTTED HOLES `\ SEAL DESIGN GROUP II _ --- ---- -- — — — CONTRACTOR11 � L3x2x3/8x0'-8 LLH C C — — C _ , CONIC O/ MTL DECK 200 E STREET, SANTA ROSA, CA 95404 cq I HSS2x2x/4 GUARDRAIL POST, L3'/zx3'/zx'/4x0'-7 3/$OPTION IN LIEU \\ 4'-0"oc MAX, TYP R /6 OF BOLTS \ ai 619.698.9177 www.coargroup.com I - _ -- PLAN VIEW cDar (3) SIDES iv _ R 3/ 3/6 8 N j CLOSURE R'/4 ZFA STRUCTURAL ENGINEERS rFOR S7.1 SEE FOUNDATION PLAN 250 d street I suite 200 zfa.com $ 2" 4" , santa rosa ca 95404 707.526.0992 S7.1 (2) MB3/a(li (2) MB3/4(li FOR FTG OR THICKENED (2) /z OX4 SCREW zfa job no. 24071 copyright ©2025 SLAB REQUIREMENTS ANCHOR PERW5 R % R 3/ AT EXT COND S1.1 HSS BM HSS BM USE GALV OR ORMATIONSS EXP AB PER S1.1 THIS DOCUMENT AND THE IDEAS INCORPORATED CONDITION A HEREIN, AS AN INSTRUMENT OF PROFESSIONAL TED SEE �%��CORNER SERVICE, IS THE PROPERTY OF THE ENGINEER AND IS NOT TO BE USED, IN WHOLE OR IN PART FOR S7.1 ANY OTHER PROJECT WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER. GUARDRAIL POST TO STRINGER CONNECTION 8 TREAD TO STRINGER CONNECTION 4 VERTICAL HSS BASE CONNECTION ,� BOTTOM OF STRINGER TO CONC FLOOR 1" = 1'-0" 3/4" = 1'-0" QRSFESS/o R� J GUARDRAIL AND STRINGER 1/2" MAX CAP PERS5.1 F OF CAL\Fo ATTACHMENT PER 11 S7.1 II II R TOR SAD 1/4 A PROJECT: 12/10/2025 rZi450 LANDING BM LANDING PAN 3 SIDES —/ --- CONN PER HSS BM 1/4 F CITY OF NEWPORT BEACH ------- Q.1 �� (2) L3'/ x3'/2x'/4 W/ (2) MB%0 EA LEG _ NEWPORT BEACH FIRE LANDING BEAM HSS STRINGER �' 1 'h" � l 3" STATION N0. 1 &LIBRARY i i TREAD / - - 1 1/2�' WOOD BEAM 110 E BALBOA BLVD 3/6 (3) SIDES TYP �' / R %x11x1'-o" NEWPORT BEACH, CA 92661 W/ (4) %0 MBS g LANDING AT EDGE STRINGER CITY CONTRACT N0. C-8865-1 3/4" = 1'-0" R 3/6x6x0'-8" AS OCCURS STRINGER PO/4� 0 n 2" TYP 2" TYP 5 SHAPED STRINGER SUPPORTING LANDING BEAM w (64)1 �40 MBs C,9�'FORN�P I v 3/4 H,// ` v O O 2_1 /2 DESCRIPTION: DATE: I` \> 5" `\ o o - BID SET 12/15/25 \ I `\ I LANDING STRINGER S7.1 A FOR INFORMATION 1 NOT NOTED SEED + I 4" MAX + I I I STRINGER TO WOOD FRAMING B I I I� I� 3/4" = 1'-0" (3) SIDES CAPE PER TYP TYP 1/4 2 S5.1 — HSS LANDING BM , 2 \ TO HSS STUB CONN 4" MAX O O P SIDES OF CO L I cli PER SIM TI � `� `\ � FLOATWORK L S7.1 I I ~ \ \ I I LANDING OL TOP OF FDN — COL W/ BASE R U) ANCHORAGE L P CJP STRINGER PER PLAN TO HSS STUB I 06 BEFORE HSS I ----------- U) BM WELD, T&B I C U I HSS LANDING BM 6 DIAGONAL CROSS BRACING STRINGER CJP STRINGER STAIR TREAD, SAD 1/2" = 1'-0" TO HSS STUB CLOSURE R TO a BEFORE HSS MATCH STRINGER ' IF- _ BM WELD, NS,FS FOR INFORMATION THICKNESS TYP ' STAIR TREADS SAD NOT NOTED SEE 8 C C C S7.1 A 06 HSS BM PER PLAN ',, CJP, TYP U �J r N PROJECT NUMBER: in HSS LANDING BM TYP SAD 4 CL 24071 z AT STRINGER UP UP R,/ CJP SHEET TITLE: o CONC AND MTL CONN PER Cl) HSS4x4x'/2 STUB A STRINGER TYP — �' DECK PER PLAN S7.1 STEEL STAIR U '' SAD \ DETAILS — CLOSURE R TO — — — ` CJP TYP u, o MATCH STRINGER B CJP THICKNESS TYP \ Q — CONFIGURATION VARIES HSS BM PER PLAN ,/ \ \ UP \ STAIR TREADS SAD SHEET NUMBER: a STRINGER o AT STRINGER DOWN N co Lf ) N N LANDING CORNER CONNECTION SH0APED STRINGER CONNECTION ST.......@RINGER TO HSS BEAM N 1" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0" ASHRAE 15 CALCULATIONS SYSTEM IDU ROOM NAME ROOM AREA (SF) CEILING HEIGHT (FT) MAX. SYSTEM REFRIGERANT CHARGE (LBS) SYSTEM CHARGE (LBS) REMARKS FC 1-1-1 HALL -1103 135 10.0 12.9 1.3 1 FC 1-1-2 FC 1-2-1 FITNESS- 1111 FLEX -1207 335 10.0 32.0 2.2 1 135 8.5 11.0 1.3 1 VRF 1-1-1 FC 1-2-2 KITCHEN / DAY ROOM -1212 665 8.25 52.4 2.2 1 FC 1-2-3 KITCHEN / DAY ROOM -1212 665 8.25 52.4 2•6 BC 1-1-1 SHOP -1108 150 10.0 54.1 37.4 1,2 APPARATUS BAY - 1112 1555 16.25 BC 1-2-1 HALLWAY -1201 250 8.0 14.8 37.4 1,3 FC 2-1-1 WORK AREA -115 330 9.0 28.4 1.8 1 FC 2-1-2 WORK AREA -115 330 9.0 28.4 2.4 1 FC 2-1-3 STACK AREA -106 2400 15.0 343.8 2.6 1 VRF 2-1-1 FC 2-1-4 STACK AREA -106 2400 15.0 343.8 343.8 2 1.1 1 1 FC 2-1-5 STACK AREA -106 2400 15.0 FC 2-1-6 STACK AREA -106 2400 15.0 343.8 1.3 1 BC 2-1-1 STACK AREA -106 2400 15.0 51.2 39.3 1 REMARKS: 1. CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD IF REFRIGERANT CHARGE EXCEEDS THE AMOUNT INDICATED IN CALCULATIONS. 2. CONNECTED SPACE VIA NATURAL VENTILATION. 3. BRANCH BOX IS PROVIDED WITH VENTILATED ENCLOUSER DUCTED TO THE EXTERIOR. ROOM AREA IS EXEPMT. MECHANICAL LEGEND (CONTINUED) SYMBOL ABBREVIATION DESCRIPTION GPM GALLONS PER MINUTE H2O WATER HP HORSE POWER KW KILOWATTS LBS POUNDS (WEIGHT) MAX MAXIMUM MBH CAPACITY EXPRESSED IN THOUSANDS OF BTU/HR MIN MINIMUM OA OUTSIDE AIR OBD OPPOSED BLADE DAMPER OV OUTLET VELOCITY PD PRESSURE DROP (FEET OF WATER) RPM REVOLUTIONS PER MINUTE SQ. FT. SQUARE FEET TONS CAPACITY IN TONS OF REFRIGERATION TSP TOTAL STATIC PRESSURE (INCHES OF WATER) VEL VELOCITY WB WET BULB ENERGY CONSERVATION NOTES 1. INSULATION MATERIAL SHALL MEET THE CALIFORNIA QUALITY STANDARD PER SECTION 110.8 OF THE 2022 BUILDING ENERGY EFFICIENCY STANDARDS. 2. DOORS AND WINDOWS SHALL MEET THE MINIMUM INFILTRATION REQUIREMENTS PER SECTION 110.6 OF THE 2022 BUILDING ENERGY EFFICIENCY STANDARDS. 3. ALL PIPING AND DUCTWORK SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS OF SECTIONS 120.3 AND 120.4 OF THE 2022 BUILDING ENERGY EFFICIENCY STANDARDS. 4. ALL HVAC SYSTEMS SHALL MEET THE CONTROL REQUIREMENTS PER SECTIONS 110.12 AND 120.2 OF THE 2022 BUILDING ENERGY STANDARDS. 5. ALL HVAC EQUIPMENT AND APPLIANCES SHALL BE THE REQUIREMENTS PER SECTION 110.0, 110.1, 110.2, 110.3, 120.0, 120.1, 120.4 AND 120.6 OF THE 2022 BUILDING ENERGY EFFICIENCY STANDARDS. TEST AND BALANCE HEATING, VENTILATING, AND AIR-CONDITIONING SYSTEMS SHALL BE BALANCED BY A LISENSED T&B CONTRACTOR IN ACCORDANCE WITH ONE OF THE FOLLOWING METHODS (CMC 314.1) • AABC NATIONAL STANDARDS FOR TOTAL SYSTEM BALANCE • ACCA MANUAL B • ASHRAE l l • NEBB PROCEDURAL STANDARDS FOR TESTING ADJUSTING BALANCING OF ENVIRONMENTAL SYSTEMS • SMACNA HVAC SYSTEMS TESTING, ADJUSTING AND BALANCING CONTRACTOR SHOP DRAWINGS 1. FOR DUCT AND PIPING SHOP DRAWING DEVELOPMENT, THE CONTRACTOR SHALL OBTAIN THE MOST CURRENT ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL CAD AND/OR REVIT FILES TO BE OVERLAID ONTO THE MECHANICAL DUCT SHOP DRAWINGS. 12. REFERENCE PROJECT SPECIFICATIONS FOR SHOP DRAWING REQUIREMENTS. MECHANICAL LEGEND SYMBOL ABBREVIATION DESCRIPTION DUCTWORK LINED DUCTWORK FLEXIBLE DUCTWORK SUPPLY DIFFUSER RETURN AIR REGISTER EXHAUST AIR GRILLE ACCESS DOORS, VERTICAL OR HORIZONTAL, ON DUCT 3 WAY SUPPLY DIFFUSER ® mSUPPLY DUCT SECTION RETURN DUCT SECTION ® EXHAUST DUCT SECTION OROUND DUCT SECTION SR SIDEWALL REGISTER 1 LINEAR SLOT SUPPLY DIFFUSER FC LINEAR SLOT RETURN AIR (DUCTED AND NON -DUCTED) FLEXIBLE CONNECTION TG TRANSFER AIR GRILLE BOOT ASSEMBLY FD/SFD FD/SFD VD MD MDFA FIRE DAMPER OR SMOKE / FIRE DAMPER [DIAGRAMMATIC] VOLUME DAMPER MOTORIZED CONTROL DAMPER MOTORIZED DAMPER FIRE ALARM RECTANGULAR DUCTWORK (DOUBLE LINE) FIRST NUMBER INDICATES SIDE SHOWN ROUND DUCTWORK (DOUBLE LINE) VD MD (MD -NO.) 18"xl2" 18" o SMOOTH RADIUS DUCT ELBOW WITHOUT TURNING VANES S RECTANGULAR 90' ELBOW WITH AIRFOIL TURNING VANES ® AD/AP ACCESS DOOR / ACCESS PANEL D/L D/L DOOR LOUVER (INDICATED FREE AREA) /U U/C UNDERCUT DOOR (INDICATED AFF CLEARANCE) SD SMOKE DETECTOR THERMOSTAT SENSOR CO CARBON MONOXIDE REMOTE SENSOR PIPE UP PIPE DOWN DIFFUSER / GRILLE CALLOUT CFM EQUIPMENT TAG TYPE/MARK - EQUIPMENT NUMBER AFF ABOVE FINISHED FLOOR AMB AMBIENT CFM CUBIC FEET PER MINUTE DB DRY BULB DIA DIAMETER (E) EXISTING EF EXHAUSTFAN ESP EXTERNAL STATIC PRESSURE (INCHES OF WATER) °F DEGREES FAHRENHEIT FLA FULL LOAD AMPERES FPM FEET PER MINUTE GAL GALLON I GENERAL NOTES 1. ALL CONTRACT DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY TO EACH OTHER IN THAT ALL APPARATUS, MATERIALS, EQUIPMENT, AND METHOD OF INSTALLATION OUTLINED IN THE DRAWINGS AND / OR SPECIFIED HEREIN SHALL BE CONSIDERED ESSENTIAL TO THE CONTRACT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS PRIOR TO ANY CONSTRUCTION. 2. NEW EQUIPMENT INDICATED ON THIS DRAWING IS SHOWN IN APPROXIMATE POSITION(S). THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, INCLUDING EQUIPMENT LOCATIONS, POINTS OF CONNECTION, AND STRUCTURAL MEMBERS, PRIOR TO INSTALLATION. NOTIFY THE CONSTRUCTION COORDINATOR OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO COMMENCING ANY WORK. DO NOT PROCEED WITHOUT CONSTRUCTION COORDINATOR APPROVAL FOR ANY CHANGES REQUIRED. 3. CONTRACTOR SHALL COORDINATE ALL DUCT, PIPE, AND EQUIPMENT LOCATIONS WITH ELECTRICAL, STRUCTURAL, PLUMBING, AND ALL OTHER TRADES. 4. ALL WORK SHALL BE IN ACCORDANCE WITH CITY CODES, STATE OF CALIFORNIA ENERGY CONSERVATION STANDARDS, AND ALL OTHER APPLICABLE CODES. 5. ROOM THERMOSTATS SHALL BE CAPABLE OF BEING SET TO MAINTAIN SPACE TEMPERATURE SET POINTS FROM 55°F TO 85°F, AND BE CAPABLE OF OPERATING THE HEATING AND COOLING IN SEQUENCE. THERMOSTATS SHALL BE ADJUSTABLE TO PROVIDE A TEMPERATURE RANGE OF UP TO 107 BETWEEN FULL HEATING AND FULL COOLING BEING SUPPLIED. CONTROLS SHALL HAVE THE CAPABILITY OF TERMINATING ALL HEATING AT A TEMPERATURE NOT MORE THAT 707. THERMOSTATS SHALL BE HANDICAP ACCESSIBLE, LOCATED AT 48 INCHES ABOVE FLOOR. 6. ALL DUCTWORK SHALL BE CONSTRUCTED, ERECTED, AND TESTED IN ACCORDANCE WITH THE MOST RESTRICTIVE OF LOCAL REGULATIONS AND PROCEDURES DETAILED IN THE A.S.H.R.A.E. HANDBOOK OF FUNDAMENTALS, OR THE APPLICABLE STANDARDS ADOPTED BY S.M.A.C.N.A.. PROVIDE RECTANGULAR DUCT OF GALVANIZED STEEL AND PREFABRICATED SPIRAL LOCK -SEAM DUCTS AND FITTINGS. ALL DUCT SIZES SHOWN ARE NET INSIDE CLEAR DIMENSIONS (I.E. AFTER INSULATION HAS BEEN INSTALLED, REVIEW PLANS CLOSELY FOR LINED DUCTWORK.) 7. ALL FLEXIBLE DUCT SHALL BE CONSTRUCTED WITH EXTERIOR REINFORCED LAMINATED VAPOR BARRIER, 1-1/2" THICK FIRERGI ASS INICI II nTION (K-25 AT 75°F), ENCAPSULATED SPRING STEEL WIRE HELIX, AND IMPERVIOUS SMOOTH NON PERFORATED INTERIOR VINYL LINER. INDIVIDUAL LENGTHS OF FLEXIBLE DUCT SHALL BE SUPPORTED AT OR NEAR MID -LENGTH WITH A 2" WIDE 28-GAUGE STEEL HANGER COLLAR. ATTACHED TO THE STRUCTURE WITH AN APPROVED DUCT HANGER. IN COMPLETE CONFORMANCE WITH 2O22 C.M.C. APPENDIX. MAXIMUM LENGTH CONNECTION TO TERMINAL OUTLET SHALL BE 5 FEET. 8. ALL CEILING DIFFUSERS SHALL BE 4-WAY THROW, UNLESS SHOWN OTHERWISE. 9. ALL H.V.A.C. SYSTEMS SHALL ME NTS PER SECTIONS 110.12 AND 120.2 C.E.C. 10. ALL H.V.A.C. EQUIPMENT AND APPLIANCES SHALL MEET THE REQUIREMENTS PER SECTIONS 110.0 - 110.3, 120.0 - 120.1, 120.4, AND 120.6 C.E.C. 11. DO NOT SCALE DRAWINGS -ALL DIMENSIONS AND JOB CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR AT THE JOB SITE TO BID SUBMITTAL, START OF CONSTRUCT AND / OR FABRICATION OF MATERIALS. IF DISCREPANCIES ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED FOR CLARIFICATION. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION AND REPAIR OF ADJACENT EXISTING SURFACES, EQUIPMENT, AREAS, AND PROPERTY THAT MAY BE DAMAGED AS A RESULT OF ANY DEMOLITION AND / OR NEW WORK. 13. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF THE CEILING DIFFUSERS AND GRILLES. 14. SEE ARCHITECTURAL DRAWINGS FOR ROOF ACCESS AND ADDITIONAL ENERGY CONSERVATION NOTES. 15. SEE PLUMBING DRAWINGS FOR GAS PIPING, PRIMARY CONDENSATE PIPING, AND FINAL CONNECTIONS 16. NO RANGE HOOD VENTS, DRYER VENTS, COMBUSTION VENTS, OR HEATING DUCTS ARE PERMITTED IN AREA SEPARATION WALL. 17. PROVIDE SEISMIC RESTRAINTS FOR ALL MECHANICAL SYSTEMS PER CODE. 18. ALL PIPING AND DUCTWORK SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS OF SECTIONS 120.3 AND 120.4, TITLE 24 ENERGY STANDARDS, AND TABLE 6-6A AND 6-613 OR C.M.C. 19. INSULATION, ADHESIVES, VAPOR -BARRIER MATERIALS, AND OTHER ACCESSORIES SHALL BE NOW COMBUSTIBLE. THE MATERIALS SHALL HAVE U.L. FLAMESPREAD RATING NOT MORE THAN 25 AND A SMOKE DENSITY NOT MORE THAT 50. 20. ALL SUPPLY, RETURN, OUTSIDE, AND RELIEF BRANCH DUCTS SHALL BE PROVIDED WITH ACCESSIBLE MANUAL VOLUME DAMPERS WITH LOCKS. 21. PROVIDE FLEXIBLE CONNECTIONS AT THE INLET AND OUTLET OF ALL FANS. 22. EACH SYSTEM SUPPLYING AIR IN EXCESS OF 2000 CFM SHALL BE EQUIPPED WITH AN AUTOMATIC SHUTOFF. AUTOMATIC SHUTOFF SHALL SHUT DOWN IN THE AIR -MOVING EQUIPMENT WHEN THE SMOKE IS DETECTED IN THE SUPPLY AIR. DETECTOR SHALL BE INSTALLED IN THE MAIN SUPPLY, AHEAD OF ANY SUPPLY BRANCHES. SPACES SERVED BY MULTIPLE AIR MOVING SYSTEMS SHALL HAVE INTERLOCKED SMOKE DETECTORS, CONNECTED TOGETHER THROUGH A RELAY PANEL TO SHUTOFF ALL EQUIPMENT SERVING THE SPACE WHEN SMOKE IS DETECTED BY ANY SINGLE SMOKE DETECTOR. 23. PVC PIPING SHALL NOT BE ALLOWED IN THE BUILDING. 24. FIRE -STOPPING SHALL BE PROVIDED WHERE PENETRATING ITEMS PASS ENTIRELY THROUGH BOTH PROTECTIVE MEMBRANES OR BEARING WALLS REQUIRED TO HAVE A FIRE RESISTIVE RATING, AND WALL REQUIRING PROTECTED OPENINGS. FIRE -STOPPING SHALL ALSO BE PROVIDED AT PENETRATIONS OF FIRE RESISTIVE FLOORS AND FLOORS WHICH ARE PART OF A CEILING -FLOOR ASSEMBLY. FIRE -STOPPING SHALL HAVE AN "F" OR "T" RATING AS DETERMINES BY TEST CONDUCTED IN ACCORDANCE WITH C.B.C., 2022 EDITION. 25. AIR FILTERS SHALL BE STATE FIRS MARSHALL APPROVED AND LISTED. PRE -FORMED FILTERS HAVING COMBUSTIBLE FRAMING SHALL BE TESTED AS A COMPLETE ASSEMBLY. AIR FILTERS IN ALL OCCUPANCIES SHALL BE CLASS 2 OR BETTER (AS SHOWN IN THE STATE FIR MARSHALL LISTING). AIR FILTERS SHALL BE ACCESSIBLE FOR CLEANING AND / OR REPLACEMENT. 26. ALL SPLIT -SYSTEM AIR CONDITIONING SYSTEMS SHALL HAVE REFRIGERANT LINES SIZED AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS FOR EACH SYSTEM APPLICATION. THIS CONTRACT SHALL INCLUDE ALL ACCESSORIES, HARDWARE, ETC. THAT MAY BE RECOMMENDED. 27. ALL EVAPORATOR AND CONDENSING COILS (INDOOR AND OUTDOOR COILS) SHALL BE TREATED WITH SPRAY -ON PHENOLIC COATING FOR SALT AND CHEMICAL PROTECTION BY AN INDEPENDENT CONTRACTOR SPECIALIZING IN THE PROCESS (OR BY THE EQUIPMENT MANUFACTURER). PROVIDE CONTRACTOR'S EXPERIENCE AND PROPOSED PROCESS DURING THE SUBMITTAL PERIOD. 28. OUTDOOR AIR SUPPLY AND EXHAUST EQUIPMENT SHALL BE INSTALLED WITH DAMPERS THAT AUTOMATICALLY CLOSE DURING PERIODS OF NON-USE OF THE AREAS SERVED BY THE EQUIPMENT 29. PRE -OCCUPANCY VENTILATION SHALL BE: (a) THE MINIMUM RATE OF OUTDOOR AIR REQUIRED BY CALIFORNIA ENERGY EFFICIENCY STANDARDS SECTION 120.1 (c), OR (b) THREE COMPLETE AIR CHANGES, WHICHEVER IS LESS, AND SHALL BE SUPPLIED TO THE ENTIRE BUILDING DURING THE ONE -HOUR PERIOD IMMEDIATELY BEFORE THE BUILDING IS NORMALLY OCCUPIED. 30. ALL DAMPERS AND CIRCUIT SETTERS SHALL BE READILY ACCESSIBLE FOR TESTING AND MAINTENANCE, LEFT OPEN, CHECKED FOR RANGE OF ADJUSTMENT, AND NOT INSULATED OVER UNTIL TEST AND BALANCE IS COMPLETED. 31. ALL RELATED ACCEPTANCE DOCUMENTS SHALL BE SUBMITTED TO THE FIELD INSPECTOR DURING CONSTRUCTION. CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THESE FORMS ARE REVIEWED AND APPROVED. 32. COMPONENTS THAT ARE INSTALLED IN -LINE WITH THE DUCT SYSTEM AND HAVE AN OPERATING WEIGHT GREATER THEN 75 LBS. SUCH AS FANS, HEAT EXCHANGERS, AND HUMIDIFIERS, SHALL BE SUPPORTED AND LATERALLY BRACED INDEPENDENT OF THE DUCT SYSTEM. (ASCE 7 SEC. 13.6.7) 33. EXHAUST DUCTS SHALL BE EQUIPPED WITH BACKDRAFT DAMPERS PER SECTION 504.1.1 CMC. r__ :of erw�lj DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO,, CA 92123 619.698.9177 1 www.coargroup.com ®MCPARLANE � � cZ ASSOCIATES PROJECT No.: 230050C PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: MECHANICAL NOTES LEGENDS AND SCHEDULES SHEET NUMBER: 34. NO PIPING, DUCTS SHALL BE PERMITTED TO BE LOCATED WITHIN THE DEDICATED SPACE ABOVE ELECTRICAL EQUIPMENT. 35. EQUIPMENT SUPPORTED FROM THE GROUND SHALL BE ON A MINIMUM (3) THREE INCH HIGH CONCRETE HOUSEKEEPING PAD OR OTHER APPROVED BASE, PER CMC 1105.2. DIFFUSER SCHEDULE UNIT ID MANUFACTURER MODEL SIZE DESCRIPTION CFM RANGE MAX NC MAX PD (IN. WG) REMARKS NECK FACE MIN MAX 6"x6" LAY -IN / HARD -LID 24"x24" 0 225 8"x8" LAY -IN / HARD -LID 24"x24" 226 335 STEEL PERFORATED CEILING SUPPLY DIFFUSER WITH NECK 10"x10" LAY -IN / HARD -LID 24"x24" 336 470 S1 -- TITUS PMC MOUNTED CURVED BLADE 30 0.1 1-3 12"x12" LAY -IN / HARD -LID 24"x24" DEFLECTORS, LAY -IN BORDER TYPE 3, HARD LID BORDER FLUSH FACE 471 600 16"x16" LAY -IN / HARD -LID 24"x24" 601 830 18"x18" LAY -IN / HARD -LID 24"x24" 831 1090 12"x6" 14"x8" 0 285 18"x6" 20"x8" 286 440 STEEL SUPPLY GRILLE WITH 3/4" S2 -- TITUS 300 RL SIDEWALL BLADES AT 22.50 DEFLECTION AND 30 0.1 1,3 PARALLEL TO THE LONG SIDE 18"x12" 20"x14" 441 945 24"x12" 26"x14" 946 1270 10"x4" 12"x6" 0 145 ALUMINUM DUCT -MOUNTED DOUBLE S3 -- TITUS S300FL 12"x6" SPIRAL DUCT MOUNTED 14"x8" DEFLECTION SUPPLY GRILLE WITH EXTRACTOR, 3/4" SPACING WITH FRONT BLADES PARALLEL TO LONG 146 270 30 0.1 1,3 DIMENSION AT 22.50 DEFLECTION 18"x6" 20"x8" 271 615 LAY -IN 24"x24" 6"0 0 110 HARD -LID 12"x12" LAY -IN 24"x24" 8"0 111 200 HARD -LID 16"x16" LAY -IN 24"x24" 10110 201 310 HARD -LID 16"x16" R1/E1 -- TITUS PAR 12"� LAY -IN 24"x24" STEEL PERFORATED RETURN GRILLE, LAY -IN BORDER TYPE 1GBN 311 450 30 0.1 1-3 HARD -LID 20"x20" LAY -IN 24"x24" 14"0 451 610 HARD -LID 20"x20" LAY -IN 24"x24" 16"0 611 800 HARD -LID 20"x20" 18"x18" LAY -IN / HARD -LID 24"x24" 801 1290 12"x6" 14"x8" 0 285 STEEL RETURN GRILLE WITH 3/4" R2/E2 -- TITUS 350RL 12"x8" SIDEWALL 14"x10" BLADES AT22.50 DEFLECTION AND 286 400 30 0.1 1,4 PARALLEL TO THE LONG SIDE 18"x12" 20"x14" 401 945 LAY -IN 24"x24" 8"0 0 140 HARD -LID 16"x16" LAY -IN 24"x24" 10flo 141 220 T1 -- TITUS PAR HARD -LID 16"x16" STEEL PERFORATED RETURN GRILLE, LAY -IN BORDER TYPE 1 GBN 30 0.1 1, 2, 4 LAY -IN 24"x24" 12"0 221 310 HARD -LID 20"x20" LAY -IN 24"x24" 14"0 311 430 HARD -LID 20"x20" STEEL TRANSFER GRILLE WITH 3/4" T2 TITUS 350RL 12"x6" SIDEWALL 14"x8" BLADES AT 22.5° DEFLECTION AND 0 160 25 0.05 1,4 PARALLEL TO THE LONG SIDE LAY -IN STEEL PERFORATED FILTER GRILLE, 01 TITUS 8RF 22"x22" 24"x24" LAY -IN BORDER TYPE 3, HARD -LID 0 1200 25 0.05 1,4 HARD -LID BORDER TYPE 1. 2" MERV-13 FILTER REMARKS: 1. CONTRACTOR TO CONFIRM 2. REFER TO ARCHITECTURAL PLANS FOR CEILING TYPES 3. BALANCING DAMPERS SHALL BE PROVIDED AT EACH DIFFUSER UNLESS I 'VAG SYSTEM SERVES A SINGLE DIFFUSER. FOR DIFFUSERS I=E)GA:FEB ON HARD LID CEILINGS ACCESSIBLE WITH A LADDER, PROVIDE R - ARID MOUNT FRAMES AT EACH DIFFUSER WHICH CANI BF -I ISED TO ACCESS BALANCING DAMPERS. FOR DIFFUSERS LOCATED ON HARD LID CEILINGS THAT ARE NOT ACCESSIBLE WITH A LADDER, PROVIDE MECHANICAL YOUNG REGULATORS. LOCATE WALL MOUNTED CABLE CONTRO 4. TRANSFER GRILLES TO BE SIZED FOR MAXIMUM 400 FPM CORE VELOCITY DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO,, CA 92123 619.698.9177 1 www.coargroup.com ®MCPARLANE • � Q ASSOCIATES S 1eb rara.R cei bmi. eza3o PH: 949-296-313, F"! 9F9-299-3137 PROJECT No.: 230050C PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: MECHANICAL SCHEDULES SHEET NUMBER: ■ I I I I 1 2 3 4 (5J 7 8 9 10 11 12 13 14 I I I I I I I I I I I I I I I i s s io ii iz is is KEYNOTES GENERAL NOTES 1. PROVIDE ALL OUTDOC- UNITS AND VENT CAPS WITH CORROSION PROTECTION. 2. PROVIDE VIBRATION ISOLATION ON ALL MECHANICAL UNITS. 3. PROVIDE MIN. 24" CLEF ABOVE CEILING AND ROOF/FLOOR FOR ALL MECHANICAL EQUIPMENT, DUCTWORK, AND PIPING. 4. PROVIDE BALANCING CAMPERS ON ALL OUTSIDE AIR BRANCH DUCTWORK. 5. PROVIDE ACCESS PANELS FOR ALL SFD'S LOCATED ABOVE HARD -LID CEILINGS. 6. PRODUCT -CONVEYING OUTLETS SHALL TERMINATE NOT LESS THAN 10' FROM PROPERTY LINE, 3' FR A EXTERIOR ROOF/WALL, 10' FROM OPENINGS INTO THE BUILDING AND 10' ABOVE GRADE, PER CMC -"" " " 7. ENVIRONMENTAL EXHAUST OUTLETS SHALL TERMINATE NOT LESS THAN 3' FROM PROPERTY LINE, 3' FROM OPENINGS INTO THE BUILDING, 10' FROM ANY FRESH OUTSIDE AIR INTAKE / D SHALL NOT DIACHARGE ONTO A Pl1BLIC WALKWAY PER CMC 502.2.1. 8. UNLISTED BARBECUE GRILLES SHALL NOT BE INSTALLED UNDER COMBUSTIBLE CONSTRUCTION. LISTED BARBECUE GRILLES MUST BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS THAT BEARS THE LISTING AGENCY'S LOGO, PER CMC 923.0. /QRpF E S / \ CO � m 30090 P.:09/30/26 �cHA N \ GQ y�F of CA1 \� coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com M MCPARLANE Q ASSOCIATES SCo EER9 rara.R cei brnie j a mt YN-998-3138 FM: W -206-31M PROJECT No.: 230050C I PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO - ---- DESCRIPTION BID SET PROJECT NUMBER: 230101 DATE: I 12/15/25 SHEET TITLE: MECHANICAL DUCTWORK PLAN FIRST FLOOR - OVERALL SHEET NUMBER: 1 1 MECHANICAL DUCTWORK PLAN - FIRST FLOOR - OVERALL SCALE: 1 /8" = 1'-0" DtC - L KEYNOTES PROVIDE SENSOR AT DOOR TO TURN OFF FAN COIL WHEN DOOR IS OPEN. 1 PROVIDE OUTSIDE AIR INTAKE LOUVER ON CEILING WITH PLENUM. LOUVER FREE AREA SHALL NOT BE LESS THAN 1.9 SF. (1125 CFM @ 600FPM) 2 4" EA DRYER VENT. TERMINATE MIN. 10' ABOVE GRADE. PROVIDE MANUFACTURER RECOMMENDED VENT CAP. 3 PLYMOVENT CONTROL PANEL. 4 PLYMOVENT EXHAUST RAIL SYSTEM WITH MAGNETIC CONNECTOR TO APPARATUS (MPR-40-CRS-E). 5 PLYMOVENT EXHAUST HOSE DOWN TO VEHICLE. AIR CLASS 2. 6 EXHAUST DUCT UP TO PLYMOVENT EXHAUST FAN (EF 1-1-2C) ON ROOF. 7 CO/NO2 SENSOR CONTROLLING SUPPLEMENTAL GENERAL EXHAUST SYSTEM/FAN. FAN TO RUN ON A LOW SPEED CONTINUOUSLY AND SWITCH TO HIGH SPEED WHEN TRIGGERED. 8 PROVIDE EXHAUST DISCHARGE LOUVER ON CEILING WITH PLENUM. PROVIDE EACH BRANCH WITH BACKDRAFT DAMPER. LOUVER FREE AREA SHALL NOT BE LESS THAN1.2 SF. (1125 CFM @ 1000 FPM) 9 PROVIDE EXHAUST DISCHARGE LOUVER ON CEILING WITH PLENUM. PROVIDE EACH BRANCH WITH BACKDRAFT DAMPER. LOUVER FREE AREA SHALL NOT BE LESS THAN1.3 SF. (1300 CFM @ 1000 FPM) 10 PROVIDE DOOR WITH LOUVER. LOUVER FREE AREA SHALL NOT BE LESS THAN 1.0 SF WITH MINIMUM OF 50% FREE AREA. (300 CFM @ 300 FPM) 11 PROVIDE DOOR WITH LOUVER. LOUVER FREE AREA SHALL NOT BE LESS THAN 3.4 SF WITH MINIMUM OF 50% FREE AREA. (1000 CFM @ 300 FPM) 12 MAKE-UP AIR PROVIDED VIA INTAKE LOUVERS ON PARAPET WALL. LOUVERS SHALL HAVE A COMBINED FREE AREA NOT LESS THAN 14.0 SF (4,200 CFM @ 300 FPM). 13 3" IPEX SYSTEM 636 VENT AND INTAKE UP TO LOW PROFILE SIDE WALL TERMINATION KIT (PART #: 196895) FOR WATER HEATER. TERMINATE PER MANUFACTURER REQUIREMENTS. 14 GENERAL APPARATUS BAY EXHAUST. AIR CLASS 2. GENERAL NOTES 1. PROVIDE ALL OUTDOC" UNITS AND VENT CAPS WITH CORROSION PROTECTION. 2. PROVIDE VIBRATION ISOLATION ON ALL MECHANICAL UNITS. 3. PROVIDE MIN. 24" CLE_ ABOVE CEILING AND ROOF/FLOOR FOR ALL MECHANICAL EQUIPMENT, DUCTWORK, AND PIPING. 4. PROVIDE BALANCING CAMPERS ON ALL OUTSIDE AIR BRANCH DUCTWORK. 5. PROVIDE ACCESS PANELS FOR ALL SFD'S LOCATED ABOVE HARD -LID CEILINGS. 6. PRODUCT -CONVEYING OUTLETS SHALL TERMINATE NOT LESS THAN 10, FROM PROPERTY LINE, 3' FR A EXTERIOR ROOF/WALL, 10' FROM OPENINGS INTO THE BUILDING AND 10' ABOVE GRADE, PER CMC — " " 7. ENVIRONMENTAL EXHAUST OUTLETS SHALL TERMINATE NOT LESS THAN 3' FROM PROPERTY LINE, 3' FROM OPENINGS INTO THE BUILDING, 10' FROM ANY FRESH OUTSIDE AIR INTAKE / D SHALL NOT DIACHARGE ONTO A PURI IC WAI KWAY PER CMC 502.2.1. 8. UNLISTED BARBECUE GRILLES SHALL NOT BE INSTALLED UNDER COMBUSTIBLE CONSTRUCTION. LISTED BARBECUE GRILLES MUST BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS THAT BEARS THE LISTING AGENCY'S LOGO, PER CMC 923.0. [of 0?w;l I DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO,, CA 92123 619.698.9177 1 www.coargroup.com M MCPARLANE Q ASSOCIATES _C EE9= It. deb rara.R ceiHa- mesa PH! 949-296-3135 PAC: 90-299-31S PROJECT No.: 230050C PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO " ---- G4-"ZP H Vni DESCRIPTION BID SET PROJECT NUMBER: 230101 SHEET TITLE: 1 DATE: I 12/15/25 MECHANICAL DUCTWORK PLAN FIRST FLOOR - FIRE STATION SHEET NUMBER: I 1 1 MECHANICAL DUCTWORK PLAN - FIRST FLOOR - FIRE STATION 1.1A SCALE: 1 /4" = 1'-0" MlmlA 7 8 9 10 11 12 13 14 B Dui I I I I I I I I L C D VI 3"o 5 OR i 18 E1 250 01 12" oSA 10" o EA 8"oSA - EF 2-1 5 TELCOIAIA 1 1 0 ITCHEN g S1 150 I FC Lu 2-1-1 lJ 7 w 8"oOA, UP g ` - R1 120 0 � 8" RA j OFFICE► 1 19 C, 10" o0A 1 10 o0A E — — C27 12"oRA 1 R1 3 0 11 O S1 410 " 10"oS 8"OS 10 O 1 157 WATER HEATER _ BY OTHER FC }_ 2-1-1 O� -- 2-1-5 , RR ' JA 10" oRA= ' E RR' FC 2-1 2 1 T2 l 1.3' 8"oEA, 1 14 2 1 2! 2 2 E2 125 FC 2 T1 150` C 2-16 R1 2 - - - - 35 - 11 • — — — , — 8 oOAs _8900 - 8" OEA,, EF T2 125 10"oRF' T1 150 2-1-4 8"OS 81 170 T2 125 R2 87 S2 165 R2 540 ''18 x12 RA - :, T2 150 T2 150 10"oRF 12"x6"RF ' TT=. - IR L TI GU ON .Ili a HALLWAY -.0 .PY/PRINT . 7 II - • ' - - - - - - I O r _IN-NER� LOBBY - - - - ' DES(- - -. ` _ - - • - • . - - 109 _ •08 l F 8"oEA m F —50 EA T1 150 • li li , _ J y � 11 S2 190 S2 185 _I S2 185 „ x EF O7 16" oSA 12"x6"SA - 211-------------------------------------------------------------------- . , S2 190 _ S2 190 S2 190 220 AREA, _ ' _ , ,STACK -AREA`. ; ' ' . ADULT S>FUDY 12"x6"SA v - S2 220 _ R2 235 _ 12"x6HRA. t _ 10"oRA F FC 2-1-3 TR1 220 8"oRA 8"oRA H — S1 165 — — — — FC 10"oSA 11 8" 00A 8"oSA R1 115 2 1 4 S1 170 8"oSA --77 S1 300 8"OSA 8" OSA 10" OS77 FLEX FLEX 8"�9I0A I i i I I 9 10 11 12 13 14 1 MECHANICAL DUCTWORK PLAN - FIRST FLOOR - LIBRARY l . l SCALE: 1 /4" = 1'-0" L KEYNOTES 1 PERMANENT ROOF ACCESS. 2 EXHAUST DUCT UP TO ROOF. TERMINATE WITH VENT CAP ON ROOF. 3 3" IPEX SYSTEM 636 LOW PROFILE SIDE WALL TERMINATION KIT (PART #: 196985) FOR WATER HEATER. TERMINATE PER MANUFACTURER REQUIREMENTS. 4 RUN DUCTWORK IN SOFFIT. 5 8" OUTSIDE AIR UP THRU ROOF. PROVIDE WITH ROOF CAP AND BIRDSCREEN. MAINTAIN A MINIMUM OF 10'-0" CLEARANCE FROM ALL EXHAUST DISCHARGE AND PLUMBING VENTS. 6 PROVIDE OUTSIDE AIR INTAKE LOUVER ON WALL WITH PLENUM. LOUVER FREE AREA SHALL NOT BE LESS THAN 0.4 SF. (200 CFM @ 600FPM) 7 PROVIDE DUCTWORK WITH 1" INTERNAL LINING. 8 PROVIDE OUTSIDE AIR INTAKE LOUVER ON WALL WITH PLENUM. LOUVER FREE AREA SHALL NOT BE LESS THAN 1.0 SF. (560 CFM @ 600FPM) GENERAL NOTES a: siviI1]=.1119i1111111611Twk1110.11►U1Na►aiLlayTiT1:::[K$]:7:Z60yNP►1a:Z61:x61:IQ01 2. PROVIDE VIBRATION ISOLATION ON ALL MECHANICAL UNITS. 3. PROVIDE MIN. 24" CLE_ ABOVE CEILING AND ROOF/FLOOR FOR ALL MECHANICAL EQUIPMENT, DUCTWORK, AND PIPING. 4. PROVIDE BALANCING CAMPERS ON ALL OUTSIDE AIR BRANCH DUCTWORK. 5. PROVIDE ACCESS PANELS FOR ALL SFD'S LOCATED ABOVE HARD -LID CEILINGS. 6. PRODUCT -CONVEYING OUTLETS SHALL TERMINATE NOT LESS THAN 10, FROM PROPERTY LINE, 3' FR � EXTERIOR ROOF/WALL, 10' FROM OPENINGS INTO THE BUILDING AND 10' ABOVE GRADE, PER CMC 7. ENVIRONMENTAL EXHAUST OUTLETS SHALL TERMINATE NOT LESS THAN 3' FROM PROPERTY LINE, 3' FROM OPENINGS INTO THE BUILDING, 10' FROM ANY FRESH OUTSIDE AIR INTAKE / D SHALL NOT DIACHARGE ONTO A PHRI IC WAI KWAY PER CMC 502.2.1. 8. UNLISTED BARBECUE GRILLES SHALL NOT BE INSTALLED UNDER COMBUSTIBLE CONSTRUCTION. LISTED BARBECUE GRILLES MUST BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS THAT BEARS THE LISTING AGENCY'S LOGO, PER CMC 923.0. /Q�pF E S _u N m 30090 P.:09/30/26 �gT�FCHA N F OF CA\- CFO coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO,, CA 92123 619.698.9177 1 www.coargroup.com ®MCPARLANE r � Q ASSOCIATES L< EE9= �Fe�i.'rara.R ce brn a esesa PH! 959-296 3136 FAC 9L9-299-3137 PROJECT No.: 230050C PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO " ---- DESCRIPTION BID SET PROJECT NUMBER: 230101 DATE: I 12/15/25 I SHEET TITLE: MECHANICAL DUCTWORK PLAN FIRST FLOOR - LIBRARY SHEET NUMBER: M1m1B 12" x6"SA, DN TO DOAS 1 2 1 ON ROOF T T 4 T6 7 8 D KEYNOTES 1 EXHAUST DUCT UP TO ROOF. TERMINATE WITH VENT CAP ON ROOF. 2 GRAVITY MAKE-UP AIR WITH FILTERED GRILLE AND SCREENED INTAKE HOOD AT ROOF (1,200 CFM). 3 EXHAUST HOOD LOCATED ABOVE GRILLE. BY CONTRACTOR. 4 TRANSFER GRILLES. SIZE DUCTWORK AT MAXIMUM 300 FPM. 5 10" EA DUCT UP THROUGH ROOF STRUCTURE. DUCT RUN IN ATTIC SPACE. 6 4" DRYER EA DUCT UP THROUGH ROOF STRUCTURE. DUCT RUN IN ATTIC SPACE. 7 3" IPEX SYSTEM 636 LOW PROFILE SIDE WALL TERMINATION KIT (PART #:196985) FOR WATER HEATER. TERMINATE PER MANUFACTURER REQUIREMENTS. 8 PROVIDE SENSOR AT WINDOW TO TURN OFF FAN COIL WHEN WINDOW IS OPEN. 9 PROVIDE DUCT TRANSITION AS NEEDED TO AVOID STRUCTURAL BEAM. REFER TO DETAIL 3/M4.2. 10 FIELD ADJUST PATTERN DEFLECTORS TO 2-WAY THROW. 11 FIELD ADJUST PATTERN DEFLECTORS TO 3-WAY THROW. 12 PROVIDE BRANCH CONTROLLER WITH VENTILATED ENCLOSURE AND VENTILATION FAN. GENERAL NOTES 1. PROVIDE ALL OUTDOC" UNITS AND VENT CAPS WITH CORROSION PROTECTION. 2. PROVIDE VIBRATION ISOLATION ON ALL MECHANICAL UNITS. 3. PROVIDE MIN. 24" CLEF ABOVE CEILING AND ROOF/FLOOR FOR ALL MECHANICAL EQUIPMENT, DUCTWORK, AND PIPING. 4. PROVIDE BALANCING CAMPERS ON ALL OUTSIDE AIR BRANCH DUCTWORK. 5. PROVIDE ACCESS PANELS FOR ALL SFD'S LOCATED ABOVE HARD -LID CEILINGS. 6. PRODUCT -CONVEYING OUTLETS SHALL TERMINATE NOT LESS THAN 10' FROM PROPERTY LINE, 3' FR A EXTERIOR ROOF/WALL, 10' FROM OPENINGS INTO THE BUILDING AND 10' ABOVE GRADE, PER CMC — " " 7. ENVIRONMENTAL EXHAUST OUTLETS SHALL TERMINATE NOT LESS THAN 3' FROM PROPERTY LINE, 3' FROM OPENINGS INTO THE BUILDING, 10' FROM ANY FRESH OUTSIDE AIR INTAKE / D SHALL NOT DIACHARGE ONTO A PUBLIC WALKWAY PER CMC 502.2.1. 8. UNLISTED BARBECUE GRILLES SHALL NOT BE INSTALLED UNDER COMBUSTIBLE CONSTRUCTION. LISTED BARBECUE GRILLES MUST BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS THAT BEARS THE LISTING AGENCY'S LOGO, PER CMC 923.0. /QRpF E S / \ m 30090 P.:09/30/26 �cHA N \ GQ y�F of [Gferw�l A DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com M MCPARLANE Q ASSOCIATES SCo EER9 rara.R cei brnie j a mt YN-998-3138 FM: W -206-31M PROJECT No.: 230050C PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO - ---- ' DESCRIPTION BID SET PROJECT NUMBER: 230101 DATE: I 12/15/25 SHEET TITLE: MECHANICAL DUCTWORK PLAN SECOND FLOOR SHEET NUMBER: 1 1 MECHANICAL DUCTWORK PLAN - SECOND FLOOR 1.2) SCALE: 1/4" = 1'-0" Ml m2 1' 2-3 4 5 6 78 A B C D - - 1 90) (11)(1213) 14 I I I I I I I I I 5 6 7 8 9 10 11 12 13 14 B D KEYNOTES 1 PERMANENT ROOF ACCESS. 2 8" OUTSIDE AIR UP THRU ROOF. PROVIDE WITH ROOF CAP AND BIRDSCREEN. MAINTAIN A MINIMUM OF 10'-0" CLEARANCE FROM ALL EXHAUST DISCHARGE AND PLUMBING VENTS. 3 GRAVITY MAKE-UP AIR WITH FILTERED GRILLE AND SCREENED INTAKE HOOD AT ROOF (1,200 CFM). 4 PROVIDE WALL INTAKE LOUVER ON PARAPET WALL. LOUVER FREE AREA SHALL NOT BE LESS THAN 7.0 SF (2,100 CFM @ 300 FPM). 5 EXHAUST DUCT UP TO ROOF. TERMINATE WITH VENT CAP ON ROOF. 6 KITCHEN RANGE HOOD EXHAUST DISCHARGE MOUNTED ON PARAPET WALL. WALL MOUNTED EXTERIOR BLOWER MODEL #: DEV1200 (1,200 CFM). CONTROLLED BY SWITCH ON HOOD. 7 GRILLE HOOD EXHAUST DISCHARGE MOUNTED ON PARAPET WALL. WALL MOUNTED EXTERIOR BLOWER MODEL #: DEV1200 (1200 CFM). CONTROLLED BY SWITCH ON HOOD. 8 4" EA DRYER VENT. TERMINATE MIN.1 Y ABOVE GRADE. PROVIDE MANUFACTURER RECOMMENDED VENT CAP. 9 DUCTWORK TO RUN IN ATTIC SPACE. GENERAL NOTES 1. PROVIDE ALL OUTDOC" UNITS AND VENT CAPS WITH CORROSION PROTECTION. 2. PROVIDE VIBRATION ISOLATION ON ALL MECHANICAL UNITS. 3. PROVIDE MIN. 24" CLEF ABOVE CEILING AND ROOF/FLOOR FOR ALL MECHANICAL EQUIPMENT, DUCTWORK, AND PIPING. 4. PROVIDE BALANCING CAMPERS ON ALL OUTSIDE AIR BRANCH DUCTWORK. 5. PROVIDE ACCESS PANELS FOR ALL SFD'S LOCATED ABOVE HARD -LID CEILINGS. 6. PRODUCT -CONVEYING OUTLETS SHALL TERMINATE NOT LESS THAN 10' FROM PROPERTY LINE, 3' FR A EXTERIOR ROOF/WALL, 10' FROM OPENINGS INTO THE BUILDING AND 10' ABOVE GRADE, PER CMC -"" " " 7. ENVIRONMENTAL EXHAUST OUTLETS SHALL TERMINATE NOT LESS THAN 3' FROM PROPERTY LINE, 3' FROM OPENINGS INTO THE BUILDING, 10' FROM ANY FRESH OUTSIDE AIR INTAKE / D SHALL NOT DIACHARGE ONTO A PUBLIC WALKWAY PER CMC 502.2.1. 8. UNLISTED BARBECUE GRILLES SHALL NOT BE INSTALLED UNDER COMBUSTIBLE CONSTRUCTION. LISTED BARBECUE GRILLES MUST BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS THAT BEARS THE LISTING AGENCY'S LOGO, PER CMC 923.0. /QRpF E S / \ CO � m 30090 P.:09/30/26 IV �cHA N \ GQ y,F OF CA1- \�p�� DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com M MCPARLANE Q ASSOCIATES SCo EER9 rara.R cei brnie esesa mt YN-998-3138 FM: W -206-31M PROJECT No.: 230050C I PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO - ---- DESCRIPTION BID SET PROJECT NUMBER: 230101 DATE: I 12/15/25 SHEET TITLE: MECHANICAL DUCTWORK PLAN ROOF SHEET NUMBER: MECHANICAL DUCTWORK PLAN - ROOF SCALE: 1 /8" = 1'-0" Ml m3 I I I J - K L 1 (2 i3 i4i 7 8 9 10 11 12 13 14 I I I I I I I I I I I I I I I 1 I III - _ I INk II = = III �I -- IIII - IIII I' I I I I I I I IIII _ _ IIIII -- - _= ------ III ------- -- --------------------------------------------- ---------------------------- I I I I I I I I I I I I I — -4F)_ E!T75::j — I — I ST OR KITCHEN I FC 2-1-1 1 17 ELCOMM OFFICE ELEC 120 119 S RT 1115 WORK AREA 116 SFC- - O 1 1 1 K DROP BC-2-1-1 1 4 114 FC-2-1- FC-2-1-2 I STOR RR RR 1 1/ CG 11 113 CO P 1109 FC-2-1-6 1110 CIRCULATION CGS HALLWAY I COPY/PRINT DESK NNER LOBBY 109 10 110 100B II II II II II II II II V II I C� — — — — II I II II II II II II II h 11 STAIRS I I I I II II II II II I I I I I I I II II II II II I cc cG u u II a 1106 111 I I I I I I H I HALL 1O 1 101 STACK AREA ADULT STUDY E41 E41 I RR I 1 1 CHILDREN'S AREA 110 )BBY _ 100 FC-2-1-3 Cr, — — — I FC-2-1-4 1 I — FLEX — Q fl FLEX 107A 107B 1 I I ®O ------ - _ ---- _ _ = — — —-------- ------ -=F- — 78 I I I I I I 9 10 11 12 13 14 \ K KEYNOTES Q�pF E S / 1 REFRIGERANT PIPING TO BE SIZED PER MANUFACTURER'S SPECIFICATION. REFRIGERANT PIPING SHALL BE INSULATED PER 2022 CEC. CO c 2 REFRIGERANT PIPING UP. (D N m 3 REFRIGERANT PIPING THROUGH WALL TO VRF CONDENSING UNIT ON ROOF. 30090 P.:09/30/26 4 REFRIGERANT PIPING UP TO SPLIT SYSTEM CONDENSING UNIT ON ROOF. CHAN F OF CA\- CFO GENERAL NOTES :Z�I�/U]�.1��i11jl�Z�Z�T1i11►1:�y.1►U1�/�►aiLl�y�i�1:::[K�7:7:Z��y[�]n�:Zij:x�:[�7► 2. PROVIDE VIBRATION ISOLATION ON ALL MECHANICAL UNITS. 3. PROVIDE MIN. 24" CLE_ ABOVE CEILING AND ROOF/FLOOR FOR ALL MECHANICAL EQUIPMENT, DUCTWORK, AND PIPING. 4. PROVIDE BALANCING CAMPERS ON ALL OUTSIDE AIR BRANCH DUCTWORK. 5. PROVIDE ACCESS PANELS FOR ALL SFD'S LOCATED ABOVE HARD -LID CEILINGS. 6. PRODUCT -CONVEYING OUTLETS SHALL TERMINATE NOT LESS THAN 10, FROM PROPERTY LINE, 3' FR A EXTERIOR ROOF/WALL, 10' FROM OPENINGS INTO THE BUILDING AND 10' ABOVE GRADE, PER CMC — " " 7. ENVIRONMENTAL EXHAUST OUTLETS SHALL TERMINATE NOT LESS THAN 3' FROM PROPERTY LINE, 3' FROM OPENINGS INTO THE BUILDING, 10' FROM ANY FRESH OUTSIDE AIR INTAKE / D SHALL NOT DIACHARGE ONTO A PHR1 IC WAI KWAY PER CMC 502.2.1. 8. UNLISTED BARBECUE GRILLES SHALL NOT BE INSTALLED UNDER COMBUSTIBLE CONSTRUCTION. LISTED BARBECUE GRILLES MUST BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS THAT BEARS THE LISTING AGENCY'S LOGO, PER CMC 923.0. coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO,, CA 92123 619.698.9177 1 www.coargroup.com M MCPARLANE Q ASSOCIATES SCo EE9E deb rara.R ceiHa- 21. PH! 959-296-3135 — 90-299-31S PROJECT No.: 230050C PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO " ---- ��WPp� 1 All H 0' DESCRIPTION BID SET PROJECT NUMBER: 230101 DATE: I 12/15/25 SHEET TITLE: MECHANICAL PIPING PLAN FIRST FLOOR SHEET NUMBER: 1 � MECHANICAL PIPING PLAN - FIRST FLOOR 2.1 % SCALE: 1 /8" = 1'-T M2ml cY cY 4 5 6 Y A - - - - A i 71Z 1 B B U S FC-1-2-2 _ 1 BUNK - 03 4 12--\\-* 1_�i 120 \ E e n KEYNOTES 1 REFRIGERANT PIPING TO BE SIZED PER MANUFACTURER'S SPECIFICATION. REFRIGERANT PIPING SHALL BE INSULATED PER 2022 CEC. 2 REFRIGERANT PIPING DOWN. 3 REFRIGERANT PIPING THROUGH WALL TO VRF CONDENSING UNIT ON ROOF. 4 REFRIGERANT PIPING UP TO SPLIT SYSTEM CONDENSING UNIT ON ROOF. GENERAL NOTES 1. PROVIDE ALL OUTDOC" UNITS AND VENT CAPS WITH CORROSION PROTECTION. 2. PROVIDE VIBRATION ISOLATION ON ALL MECHANICAL UNITS. 3. PROVIDE MIN. 24" CLE_ ABOVE CEILING AND ROOF/FLOOR FOR ALL MECHANICAL EQUIPMENT, DUCTWORK, AND PIPING. 4. PROVIDE BALANCING CAMPERS ON ALL OUTSIDE AIR BRANCH DUCTWORK. 5. PROVIDE ACCESS PANELS FOR ALL SFD'S LOCATED ABOVE HARD -LID CEILINGS. 6. PRODUCT -CONVEYING OUTLETS SHALL TERMINATE NOT LESS THAN 10, FROM PROPERTY LINE, 3' FR A EXTERIOR ROOF/WALL, 10' FROM OPENINGS INTO THE BUILDING AND 10' ABOVE GRADE, PER CMC - " " 7. ENVIRONMENTAL EXHAUST OUTLETS SHALL TERMINATE NOT LESS THAN 3' FROM PROPERTY LINE, 3' FROM OPENINGS INTO THE BUILDING, 10' FROM ANY FRESH OUTSIDE AIR INTAKE / D SHALL NOT DIACHARGE ONTO A PHRI IC WAI KWAY PER CMC 502.2.1. 8. UNLISTED BARBECUE GRILLES SHALL NOT BE INSTALLED UNDER COMBUSTIBLE CONSTRUCTION. LISTED BARBECUE GRILLES MUST BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS THAT BEARS THE LISTING AGENCY'S LOGO, PER CMC 923.0. DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO,, CA 92123 619.698.9177 1 www.coargroup.com M MCPARLANE Q ASSOCIATES SCo EE9E deb rara.R ceiHarnie I a PH! 959-296-3136 FAC: 9L9-299-3137 PROJECT No.: 230050C PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO " ---- G WM u DESCRIPTION BID SET PROJECT NUMBER: 230101 SHEET TITLE: 1 DATE: I 12/15/25 MECHANICAL PIPING PLAN SECOND FLOOR SHEET NUMBER: I 1 � MECHANICAL PIPING PLAN - SECOND FLOOR 2. SCALE: 1 /8" = 1'-0" M2m2 7 8 9 10 11 12 13 14 I I I I I I I I I I I I I I I B C�- I I I I I I I I I I I I I I I I I I I 5 6 7 8 9 10 11 12 13 14 B KEYNOTES 1 PERMANENT ROOF ACCESS. 2 REFRIGERANT PIPING TO BE SIZED PER MANUFACTURER'S SPECIFICATION REFRIGERANT PIPING SHALL BE INSULATED PER 2022 CEC. 3 REFRIGERANT PIPING DOWN. 4 REFRIGERANT PIPING THROUGH WALL. GENERAL NOTES 1. PROVIDE ALL OUTDOC" UNITS AND VENT CAPS WITH CORROSION PROTECTION. 2. PROVIDE VIBRATION ISOLATION ON ALL MECHANICAL UNITS. 3. PROVIDE MIN. 24" CLE_ ABOVE CEILING AND ROOF/FLOOR FOR ALL MECHANICAL EQUIPMENT, DUCTWORK, AND PIPING. 4. PROVIDE BALANCING CAMPERS ON ALL OUTSIDE AIR BRANCH DUCTWORK. 5. PROVIDE ACCESS PANELS FOR ALL SFD'S LOCATED ABOVE HARD -LID CEILINGS. 6. PRODUCT -CONVEYING OUTLETS SHALL TERMINATE NOT LESS THAN 10, FROM PROPERTY LINE, 3' FR A EXTERIOR ROOF/WALL, 10' FROM OPENINGS INTO THE BUILDING AND 10' ABOVE GRADE, PER CMC - " " 7. ENVIRONMENTAL EXHAUST OUTLETS SHALL TERMINATE NOT LESS THAN 3' FROM PROPERTY LINE, 3' FROM OPENINGS INTO THE BUILDING, 10' FROM ANY FRESH OUTSIDE AIR INTAKE / D SHALL NOT DIACHARGE ONTO A PURI IC WAI KWAY PER CMC 502.2.1. 8. UNLISTED BARBECUE GRILLES SHALL NOT BE INSTALLED UNDER COMBUSTIBLE CONSTRUCTION. LISTED BARBECUE GRILLES MUST BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS THAT BEARS THE LISTING AGENCY'S LOGO, PER CMC 923.0. coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO,, CA 92123 619.698.9177 1 www.coargroup.com M MCPARLANE Q ASSOCIATES SCo EE9E deb rara.R ceiHa- 21. PH! 959-296-3135 — 90-299-31S PROJECT No.: 230050C I PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO " ---- ��WPp� 1 u � DESCRIPTION BID SET PROJECT NUMBER: 230101 DATE: I 12/15/25 SHEET TITLE: MECHANICAL PIPING PLAN ROOF SHEET NUMBER: i 1 1 MECHANICAL PIPING PLAN - ROOF 2.3 SCALE: 1 /8" = 1'-0" M2m3 A B HVAC ZONE COLOR EF/SF 1-1-1 EF 1-1-2A/B 1 2 3 4 I I I I 3 4 7 8 9 10 11 12 13 14 I I I I I I I I I I I I I I I IIp ——--------------------------------------------- ---------------------------------- D II—= --A I I I I I I I I I I I I I RE RI R (1) EF 1-1-5 14 2-1-1 STOR I D �1 6 118 I KITCHEN I EF 1-1-5 FC 2-1-1 OFFICE 117 130 SF 98 SF E, 19 FC 2 1=1 :zL FC 2-1-1 T75020SF'-� €�C _ __ WORK AREA SORT E LEC 115 116 120 -1-1 Lf DROP OUTER LOBBY 100A I I EF 1-1-4 �.R � ; RR � JAN � I 133 SF i l 1 14 FC 2-1-5 STOR 0 FC - -5 306 SF CO P 1 109 7 I I 00 CIRCU TI I 1 1 1 OT EF 1-1-4 0 FC 2-1-2 D S ® II COPY/PRINT HA AY 108 4 INNER LOBB II II II II II II II II I ® I 109 1006 'Il IJI I'I II II II II IL I'I — '; — — — — — -1L�� L L� STAIRS h -r -- 1 006 I I I II II II II II II I I I I I I 4 II II II II h I C 2-1-2 ��i-L�---_� RR I --- -77 1498 SF ADULT STUDY TALL 1 105 1011 HWH C ILDREN'S STACK AREA 1'103 AREA 106 110 301 SF RR FC 2.1-6 11 22 630 SF I I I 1-1 I I )BBY - - - - G 100 FC TT FC 2-1-3 T -1-4 (fFC -1-6 I 197 H FLEX FC 2-1-4 FLEX 1 1107A 107B 213 SF o — — I O- 78 I I 9 10 EF 1-1-4 � FC 1-1-1 � FC 2-1-1 ❑ FC 2-1-3 ❑ FC 2-1-5 EF 1-1-5 � FC 1-1-2 � FC 2-1-2 ❑ FC 2-1-4 ❑ FC 2-1-6 SFC 2-1-1 i 13 14 KEYNOTES PROVIDE SENSOR AT DOOR TO TURN OFF FAN COIL WHEN DOOR IS OPEN. GENERAL NOTES O QRpF E S / 30090 m P.:09/30/26 FCNA N \ GQ y�F of CA` coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com M MCPARLANE Q ASSOCIATES SCo EER9 rara.R cei brnie j a FH: YN-996-3139 FM: W -206-31M PROJECT No.: 230050C PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 X�11FORIWI'* DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: MECHANICAL ZONING PLAN FIRST FLOOR SHEET NUMBER: 1 MECHANICAL ZONING PLAN - FIRST FLOOR 3.1 SCALE: 1 /8" = 1 '-0" M3ml A - - - - A 7 B B SFC 1-2-1 107 SF SFC 1-2-2 C — � 137 SF �K C 1-2-1 1203 v 1 � SFC 1-2 2 D D wor mmum-m '- I II 6 II I I I I III I I I I FICI IIJ I J — F CG EI IT STAIR HVAC ZONE COLOR ❑ DOAS 1-2-1 ❑ FC 1-2-2 ❑ SFC 1-2-1 ❑ SFC 1-2-3 FC 1-2-1 ❑ FC 1-2-3 ❑SFC 1-2-2 ❑SFC 1-2-4 KEYNOTES GENERAL NOTES [of O?wm.l-d DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO,, CA 92123 619.698.9177 1 www.coargroup.com M MCPARLANE Q ASSOCIATES SCo EE9E deb rara.R ceiHurnie'_ PH! 959-296-3135 FAC: 90-296-31S PROJECT No.: 230050C PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: MECHANICAL ZONING PLAN SECOND FLOOR SHEET NUMBER: 1 1 MECHANICAL ZONING PLAN - SECOND FLOOR 3, SCALE: 1 /8" = F-0" M3m2 THREADED ROD TO STRUCTURE ABOVE HEAT RECOVERY UNIT (HRU) MOUNTING BRACKETS FOUR CORNERS O O O O O O O O BI-DIRECTIONAL REFRIGERANT FLOW SEE DRAWINGS FOR BOX ORIENTATION REFRIGERANT PIPE CONNECTING LIQUID AND GAS PORTS, INDOOR UNITS SIDE GENERAL GUIDELINE: NOTE: CONSULT MANUFACTURER'S REFER TO DETAIL 4/M4.5 FOR LITERATURE FOR SPECIFIC SUPPORT AND BRACING CLEARANCE GUIDELINES INFORMATION NOT SHOWN. BRANCH SELECTOR MOUNTING DETAIL SCALE: NO SCALE <Control box at back side position> ---- 20 (500) BrenCh OF More ('1) Selector unll Iqp 20 (500) ' ar more ('1) Control box I Inspoecton kor $ I � I 18145p} x 18;450} SEISMIC BRACING REFRIGERANT PIPE CONNECTING PORTS TO OUTDOOR UNIT SIDE. 12" OF ACCESS ON ALL SIDES RECOMMENDED FOR INSTALLATION CLEARANCE ABOVE 4" MINIMUM 12" RECOMMENDED SERVICE A( AREA 18" MINIMUI <Control box at right side position> (The symmetric layout for left side posilion_) Inspaerlon door - - 16 (450) x 19 (450I v 4 (100) I g eranoh E or more ,, J I SaIEClgr }[t c una top `o f I ¢ o / Control boot and E v coil Maintenance 2-3I (74j - -- space �--�/77 O � 4 (1) Leave enough space to connect the field pipes. BRANCH CONTROLLER - ACCESS PANEL (BSF4Q54TVJ SCALE: NO SCALE -- I ---- A 20 (500) Branch Sr9leClor I or more ('1) unit top or more (`1) r I 04?Ptr4I box o, Inspectian door 19 (450) x 18 (450) �I ------------------- O Arrow view A 2 . . , . , . Control bout and E E EV coil Maintenance space � Arrow view A I ndaar unit side pipe (' 1 ) LWI: in. (rnrn) 0 i InOa�r un rt Slde plp6 i;'1j Unit: in. (mm) Fig. 2 (1) Leave enough space to connect the field pipes. ("'2) For B F80 unlit, 2 in, (50 rnrr1) clearance on top of the unit is suggested for repair and service in case of unlikely event needing) EV Coil replacement. Sieirvica Space has no impact on regular opera- tion of the unit. BRANCH CONTROLLER - ACCESS PANEL (BSF6/8Q54TVJ ALLOW SERVICE ACCESS TO VALVES PER PLAN LAYOUT. DE DUCT MOUNTED SMOKE DETECTOR & SAMPLING TUBE ACCESS DOOR DAMPER ACTUATOR FIRE -RATED ASSEMBLY 1l4"MIN OPERATOR/ ACTUATOR- NEGATOR SPRING - FLEX. CONDUIT — MOUNTING ANGLES J-BOX AND 120V AC POWER BY ELECTRICAL CONTRACTOR 1"MIN OVERLAP ON ALL SIDES OF DAMPER (TYPICAL) FUSIBLE ROD AUXILLIARY OPERATING JACK SHAFT FUSIBLE LINK WITH LOCK DAMPERFRAME CAULKING MATERIAL STANDARD'S' SLIP JOINT SLEEVE TO DUCT C DUCT HOT ROLLED SLEEVE GAUGE PER UMC CODE MIN. DISTANCE SMOKE/FIRE DAMPER DETAIL SMOKE/FIRE DAMPER CONTROL DIAGRAM SCALE: NO SCALE DER CLAN LILATION PIPE FRONT VIEW VERTICAL DX PIPE SUPPORT DETAIL SCALE: NO SCALE ROOF MOUNTED EXHAUST FAN DETAIL SIDE VIEW SECURE RISER CLAMP TO CONC. WALL WITH 3/8" o EXPANSION BOLT. BIRDSCREEN EXTEND DUCT TO TOP OF ROOF CURB FLASHING INSULATED PRE-FAB CURB (BY FAN MFGR.) ROOF BY GENERAL CONTRACTOR FASTEN THROUGH ROOF CONSTRUCTION ROOF GALVANIZED IRON CLIP ATTACHMENT TO ROOF BACKDRAFT DAMPER DUCT MOUNTED POWER OPEN/FAIL CLOSE SMOKE DETECTOR IONAI DAMPER ACTUATOR Q Q E i * SMOKE/FIRE DAMPER CONTROLS LEGEND M POWER WIRING BY ELECTRICAL 120V/10 CONTROL WIRING BY FIRE (DEDICATED PROTECTION/LIFE SAFETY CIRCUIT) O PROVIDED BY ELECTRICAL EO JUNCTION BOX / O PROVIDED BY MECHANICAL RELAY, IF REQUIRED RELAY O SEQUENCE OF OPERATION TO FIRE ALARM f----- ----- i ' FIRE CONDITIONS - WHEN TEMP. IN EXCESS OF 165°F SWITCH SYSTEM ARE DETECTED, THE DAMPER WILL CLOSE AND LOCK E 120V/10 PnWFR (DI SMOKE CONDITIONS - WHEN A SMOKE SIGNAL IS DETECTED, THE DAMPER WILL CLOSE AND REMAIN CLOSED UNTIL THE SMOKE CEASES, THE SYSTEM WILL THEN REQUIRE MANUAL NOTES: RESET 1. SMOKE/FIRE DAMPER FOR REFERENCE ONLY 2. MOUNTING ANGLES SHALL BE 1 1/2"x1 1/2"xl6GAl 1r,F RAIN FACTFNFrI WITH trio 1n C(.PP1A/C A" ()1\I (..FnITFR 3. USE ONLY STATE OF CALIFORNIA FIRE MARSF ACCORDANCE WITH STATE FIRE MARSHALL 4. GENERAL CONTRACTOR SHALL COORDINATE CEILING ACCESS DOORS AS REQUIRED TO ACCESS DAMPER ACCESS DOORS IN DUCT 5. ACCESS DOOR SHALL BE PROVIDED IN Duu I i, MAINTENANCF R RFSFTTIN(; nF NAAAPFR PFR tiF(:I ION nnr; tit II 1 AHI F ON�-NIN(;ti WI I H I IGH I LY 1-11 1 EU COVERS ARE LARGE ENOUGH TO PER"'TInAirlir lAr111A\1P P11111I11 1T1 11 nA AMll '" ""A FIRE DAMPER IS INSTALLED IN AN AIR DU,,,, m i ivn i rr 1 1 uvv nuvvr=u vr, 01-11JirvU rwr=00 uvvr,, iwvST BE PROVIDED ON THE DUCT, AND THE DOOR SHALL COMPLY WITH THE FOLLOWING a. THE DOOR SHALL BE CONSTRUCTED OF MATERIAL WHICH IS EQUAL TO OR GREATER IN THICKNESS THAN THE DUCT AND OF THE SAME MATERIAL 6. SMOKE/FIRE DAMPERS SHALL BE STATE FIRE MARSHALL APPROVED AND INSTALLED PER MANUFACTURERS PRINTED INSTRUCTIONS 7. MANUFACTURERS PRINTED INSTRUCTIONS SHALL BE MADE AVAILABLE TO INSPECTION AUTHORITIES 8. EACH ACCESS DOOR SHALL HAVE A LABEL WITH THE LETTERS NOT LESS THAN 1/2" READING "FIRE DAMPER" 9. PROVIDE A REMOTE TEST SWITCH (RTS) WITH LED AND KEY SWITCH FOR ALL INSTALLED DUCT DETECTORS PER NFPA 72 (SIX FEET APART) 10. DAMPERS MUST BE TESTED AND LISTED IN ACCORDANCE WITH UL 555 (FIRE DAMPERS) AND UL 555S (SMOKE DAMPERS). 0 0 0 TYPE 1 SUPPORT NOTES EYEBOLT (TYP.) CABLE RESTRAINT (GALV. AIRCRAFT CABLE) 1/2" THREADED ROD TO STRUCTURE ABOVE (TYP.) CABLE CLAMPS (2 EACH END) (TYP.) CLEVIS HANGER. PROVIDE SHIELDS ON INSULATED PIPES. 1. CABLE SIZE IS DETERMINED ASSUMING TOTAL LOAD ON ONE CABLE. 2. REFER TO 5/S6.5 FOR VERTICAL SUPPORT CONNECTION. 3. BOLT SIZE IS DETERMINED ASSUMING TOTAL LOAD ON ONE BOLT OR BOLT GROUP. 4. SIZES SHOWN ARE MINIMUM. 5. CABLE TO BE SLACK & ALLOW 1/4" MOVEMENT BEFORE BECOMING TAUT. 6. TRAPEZE CHANNELS REQUIRE WEB STIFFNESS 1/4" MINIMUM. 7. SUPPORTS TO BE CONSTRUCTED PER SMACNA STANDARDS. HORIZONTAL PIPE SUPPORTS & CLEVIS HANGERS SCALE: NO SCALE OUTSIDE AIR INTAKE DETAIL TYPE 2 SUPPORT D U-BOLT. PROVIDE )1! INSUtATED PIPES TURAL CHANNEL OUTSIDE AIR INTAKE AIR VENT SECURE TO CURB (2) PLACES EACH SIDE ROOFING' ROOFING INSULATION SHEET METAL DUCT DOWN TO UNIT INTAKE coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO,, CA 92123 619.698.9177 1 www.coargroup.com MMCPARLANE & ASSOCIATES sC9 EE9S deb rar-.R ceiHarnie e,e,a PH: 949-296-3136 FAX: 9L9-29B-3137 PROJECT No.: 230050C PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 H n C`,9L' Fo RN�P DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: ' 230101 SHEET TITLE: MECHANICAL DETAILS SHEET NUMBER: SCALE: NO SCALE SCALE: NO SCALE SCALE: NO SCALE M4m4 WATER CALCULATIONS - FIRE STATION METER LOCATIONS: 110 EAST BALBOA AVE TOTAL FIXTURE UNITS 71.5. DEMAND FLOW 59 GPM. FLUSHOMETER (X) TANK TYPE () FIXTURES PREDOMINANTLY USED. NUMBER OF BUILDING STORIES: 2 ANTICIPATED METER SIZE 1 1/2" INCH 80 GPM AT 80% CAPACITY. NORMAL MINIMUM PRESSURE AT MAIN 60 PSI DEVELOPED PRESSURE LOSS THROUGH METER 6_8 PSI BACKFLOW PREVENTER REQUIRED? YES (X) NO () PRESSURE LOSS 14 PSI ANTICIPATED METER (REGULATOR) TO HIGH OUTLET 25 FT. x 0.43 = 10.75 PSI RESIDUAL PRESSURE REQUIRED 25 PSI PRESSURE AVAILABLE FOR DROP (DESIGN PRESSURE) 3.45 PSI MAXIMUM DEVELOPED LENGTH OF WATER SYSTEM 175 FT. ALLOWABLE MAXIMUM FRICTION LOSS PER 100 FT. OF PIPE 1_5 PSI FIXTURE UNIT SUMMARY - FIRE STATION FIXTURE QUANTITY COLD WATER SANITARY DFU TDFU FU TFU WATER CLOSETS FV 1 5 5 4 4 WATER CLOSETS FT 2 2.5 5 4 8 LAVATORIES 3 1 3 1 3 SHOWERS 2 2 4 2 4 SINKS 2 2 4 2 4 HOSE BIBBS 1 2.5 2.5 - - HOSE BIBBS ADDITIONAL 9 1 9 HUB DRAIN 1 - - - - AREA DRAIN 4 - 2 8 FLOOR DRAIN 3 - - 2 6 MOP SINK 2 3 6 3 6 FLOOR SINK 1 - - 2 4 WASHER BOX DISHWASHER BOTTLE FILLER 2 1 1 4 8 3 6 1.5 1.5 2 2 0.5 0.5 0.5 0.5 FIXTURE UNITSUMMARY- LIBRARY FIXTURE QUANTITY COLD WATER SANITARY FU TFU DFU TDFU WATER CLOSETS FV 3 5 15 4 12 LAVATORIES 3 1 3 1 3 SINKS 1 2 2 2 2 FLOOR DRAIN 4 - - 2 8 MOP SINK 1 3 3 3 3 DRINKING FOUNTAIN 2 0.5 1 0.5 1 TOTAL SUMMARY = 71.5 84.5 TOTAL GPM = 59 N/A 2022 CAL GREEN CODE NON-RESIDENTIAL MANDATORY MEASURES PER SECTION 5.303.3 PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND FITTINGS (FAUCETS AND SHOWERHEAD) SHALL COMPLY WITH THE FOLLOWING: 5.303.3.1 WATER CLOSETS: EFFECTIVE FLUSH VOLUME SHALL NOT EXCEED 1.28 GPF. 5.303.3.3.1 SINGLE SHOWERHEAD: MAXIMUM FLOW RATE OF NOT MORE THAN 1.8 GPM AT 80 PSI. 5.303.3.3.2 MULTIPLE SHOWERHEADS SERVING ONE SHOWER: COMBINED FLOW RATE OF ALL SHOWERHEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 1.8 GPM AT 80 PSI. 5.303.3.4.1 NON-RESIDENTIAL LAVATORY FAUCETS: MAXIMUM FLOW RATE OF NOT MORE THAN 0.5 GPM AT 60 PSI. 5.303.3.4.2 KITCHEN FAUCETS: MAXIMUM FLOW RATE OF NOT MORE THAN 1.8 GPM AT 60 PSI. 5.303.3.4.4 METERING FAUCETS: FLOW RATE SHALL NOT DELIVER MORE THAN 0.20 GAL PER CYCLE. 5.303.3.6 STANDARDS FOR PLUMBING FIXTURES: PLUMBING FIXTURES AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE, AND SHALL MEET THE APPLICABLE STANDARDS REFERENCED IN TABLE 1701.1 OF THE CALIFORNIA PLUMBING CODE AND IN CHAPTER 6 OF CALIFORNIA GREEN BUILDING STANDARDS CODE. PLUMBING GENERAL NOTES (CONTINUED) 8. FLOOR DRAINS OR SIMILAR TRAPS DIRECTLY CONNECTED TO THE DRAINAGE SYSTEM AND SUBJECT TO INFREQUENT USE SHALL BE PROVIDED WITH AN APPROVED AUTOMATIC MEANS OF MAINTAINING THEIR WATER SEALS. 9. LAVATORY METERING FAUCETS IN PUBLIC RESTROOMS SHALL BE SELF CLOSING TYPE AND SHALL NOT EXCEED A WATER FLOW OF 0.20 GAL/CYCLE. 10. EACH RESIDENTIAL LAVATORY FAUCET SHALL NOT EXCEED A WATER FLOW OF 1.2GPM. 11. PUBLIC LAVATORIES SHALL HAVE CONTROLS TO LIMIT TO THE WATER TEMPERATURE TO 120°F. 12. FLOOR DRAINS SHALL BE IN ACCORDANCE WITH ASME Al12.6.3. 13. FLOOR SINKS SHALL BE IN ACCORDANCE WITH ASME Al12.6.7. 14. TRAP SEAL PRIMERS FOR POTABLE WATER SUPPLY SHALL BE IN ACCORDANCE WITH ASSE 1018. DRAINAGE AND ELECTRONIC DESIGN TYPE TRAP SEAL PRIMER DEVICES SHALL COMPLY WITH ASSE 1044. TRAP PRIMERS SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION FOR MAINTENANCE. 15. BUILDING ROOF DRAINS SHALL BE SIZED BASED ON 2 INCHES PER HOUR RAINFALL INTENSITY IN COMPLIANCE WITH 2O22 CPC TABLE D101.1 AND CHAPTER 11. 16. ROOF DRAINS SHALL BE PROVIDED IN ACCORDANCE WITH 2O22 CPC SECTION 1101.12.1. SECONDARY DRAINAGE SHALL BE PROVIDED BY A SECONDARY ROOF DRAIN OR OTHER MEANS PER 2022 CPC SECTION 1101.12.2. 17. PROVIDE SECONDARY ROOF DRAINS PER SECTION 1101.11.2 CPC. CROSS CONNECTION CONTROL: 1. CROSS CONNECTION PROTECTION SHALL BE PROVIDED AT ALL POTABLE WATER SUPPLIED APPLIANCES AND EQUIPMENT. HOT WATER: 1. WATER HEATER SHALL COMPLY WITH CPC SECTION 608.3 FOR THERMAL EXPANSION REQUIREMENTS. 2. WATER HEATERS SHALL BE LISTED IN THE CALIFORNIA ENERGY COMMISSION LIST OF APPROVED WATER HEATERS. 3. WATER HEATERS FOR DOMESTIC HOT WATER SHALL COMPLY WITH THE STATE OF CALIFORNIA ENERGY EFFICIENCY STANDARDS (E.E.S.) SECTION 110.4. 4. WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION, PER CPC SECTION 507.2. 5. PROVIDE EXPANSION TANK OR OTHER APPROVED METHOD OF RELIEVING PRESSURE PER SECTION 608.3 CPC. 6. PROVIDE EXPANSION TANK FOR BOILERS PER SECTION 1005.0 CMC 2019. 7. TEMPERATURE AND PRESSURE RELIEF VALVES FROM WATER HEATERS AND BOILERS SHALL BE ROUTED AND TERMINATED PER THE CALIFORNIA PLUMBING CODE. 8. PROVIDE AN APPROVED CHECK VALVE BETWEEN THE RE -CIRCULATION PUMP AND THE WATER HEATING EQUIPMENT TO PREVENT THE HOT WATER FROM FLOWING BACKWARDS THROUGH THE CIRCULATION LOOP. ENERGY CODE 110.3.(C).5A. 9. HOSE BIBB SHALL BE INSTALLED BETWEEN THE WATER HEATER AND ISOLATION VALVE (AFTER THE RECIRCULATION PUMP) PER ENERGY CODE 110.3.(C).5.C. 10. AN AIR RELEASE VALVE SHALL BE INSTALLED ON THE INLET SIDE OF THE RECIRCULATION PUMP, WITHIN 4'-0" OF THE PUMP. 11. FOR COMBUSTION AIR ON WATER HEATERS, PROVIDE OPENING SIZES AND ROUTING OF DUCTS PER CPC 506.0. 12. DOMESTIC HOT WATER PIPING SHALL BE INSULATED PER SECTION 609.11 CPC. PIPE INSULATION THICKNESS SHALL COMPLY WITH SECTION 609.11.2 CPC. GAS: 1. PILOT -LESS IGNITION OF GAS APPLIANCES SHALL COMPLY WITH BUILDING ENERGY EFFICIENCY STANDARDS (E.E.S.) SECTION 110.5. 2. ONSITE UNDERGROUND GAS PIPING TRENCH SHALL COMPLY WITH THE TRENCHING REQUIREMENTS OF THE GAS UTILITY PROVIDER, INCLUDING DEPTH OF COVERAGE. DISTANCE FROM WET UTILITIES SHALL BE 60 INCHES MINIMUM. 3. ALL EXPOSED GAS PIPING SHALL BE PROTECTED AGAINST CORROSION BY COATING OR WRAPPING WITH AN INERT MATERIAL APPROVED MATERIAL FOR SUCH APPLICATIONS. 4. ALL EXPOSED GAS PIPING SHALL BE KEPT AT LEAST SIX (6) INCHES ABOVE GRADE. CW PIPE SIZING SCHEDULE SIZE GPM FT/SEC FIXTURE UNITS FLUSH TANK FLUSH VALVE 1/2" 1 1.6 0 0 3/4" 3.2 2.1 3 0 ill 6.4 2.5 7 0 14 0 1 1/4" 11 2.9 1 1/2" 19 3.3 28 0 83 27 2" 39 4.1 2 1/2" 70 4.8 234 112 HOT WATER PIPE SIZING SCHEDULE HOT WATER (5 FPS MAX.) HOT WATER RETURN (2 FPS MAX.) SIZE GPM VEL. (FPS) FIXTURE UNITS FLUSH TANK SIZE GPM VEL. (FPS) 1/2" 1 1.6 0 N/A N/A N/A 3/4" 3.2 2.1 3 3/4" 3 2 1" 6.4 2.5 7 1" 5 2 1 1/4" 11 2.9 14 1 1/4" 8 2 1 1/2" 19 3.3 28 1 1/2" 11 2 2" 39 4.1 83 2" 19 2 PLUMBING GENERAL NOTES GENERAL: 1. CONTRACTOR SHALL CAREFULLY REVIEW THESE PLANS AND SPECIFICATIONS PRIOR TO BID. CONTRACTOR SHALL ALSO REVIEW PLANS AND SPECIFICATIONS OF OTHER RELATED TRADES (INCLUDING ARCHITECTURAL, MECHANICAL, STRUCTURAL, CIVIL AND ELECTRICAL) PRIOR TO BID TO INSURE AN ACCURATE UNDERSTANDING OF EXACT SCOPE OF WORK. 2. EQUIPMENT INDICATED ON THESE DRAWINGS IS SHOWN IN APPROXIMATE LOCATIONS. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING EQUIPMENT LOCATIONS, STRUCTURAL MEMBERS, POC'S, INVERT ELEVATIONS AND AVAILABILITY OF ALL EXISTING UTILITIES PRIOR TO INSTALLATION. NOTIFY THE CONSTRUCTION COORDINATOR OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO COMMENCING ANY WORK. DO NOT PROCEED WITHOUT CONSTRUCTION COORDINATOR APPROVAL FOR ANY CHANGES IF REQUIRED. 3. PLUMBING EQUIPMENT, MATERIAL AND CONNECTIONS SHALL BE INSTALLED COMPLETE PER MANUFACTURER'S INSTRUCTIONS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL SYSTEM. 4. WORK SHALL CONFORM TO CODE. IN CASE OF CONFLICTS WITH CODE, DRAWINGS, OR SPECIFICATIONS, THE MORE STRINGENT SHALL PREVAIL. 5. PLUMBING SHALL BE INSTALLED TO AVOID INTERFERENCE WITH ELECTRICAL AND MECHANICAL EQUIPMENT AND STRUCTURAL FRAMING. COORDINATE WITH ALL OTHER TRADES, STRUCTURAL CONDITIONS AND BUILDING CONSTRUCTION, PRIOR TO START OF INSTALLATION. 6. PLUMBING WORK SHALL BE CONCEALED WITHIN THE BUILDING STRUCTURE TO AS GREAT EXTENT AS POSSIBLE. 7. PIPING SYSTEMS SHALL BE SEISMICALLY BRACED PER CALIFORNIA BUILDING CODE. 8. VALVES SHALL BE READILY ACCESSIBLE. WHERE VALVES ARE INSTALLED WITHIN OR BEHIND WALLS, AN ACCESS PANEL SHALL BE INSTALLED. 9. OUTLETS FOR FUTURE CONNECTIONS SHALL BE INSTALLED TO PERMIT EASY CONNECTION. COORDINATE WITH DUCTWORK, STRUCTURAL CONDITIONS AND ARCHITECTURAL LAYOUT. 10. INSULATING MATERIALS INSTALLED SHALL BE CERTIFIED BY CALIFORNIA ENERGY COMMISSION TO MEET C.E.C. ENERGY EFFICIENCY STANDARDS (E.E.S) SECTION 110.3. 11. PLUMBING EQUIPMENT SHALL BE CERTIFIED BY AND COMPLY WITH THE STATE OF CALIFORNIA ENERGY CONSERVATION STANDARDS (E.E.S.) SECTION 110.3. COMPLIANCE CERTIFICATES SHALL BE PROVIDED WITH EQUIPMENT SUBMITTALS. 12. DO NOT ROUTE PIPING OVER ELECTRICAL ROOMS, MDF ROOMS, IDF ROOMS, COMPUTER ROOMS, ELEVATOR EQUIPMENT ROOMS, OR STAIRWELLS. EXCEPTION: PIPES REQUIRED TO SERVE THE ROOM. 13. ALL PIPE, PIPE FITTINGS, TRAPS, FIXTURES, MATERIAL, AND DEVICES USED IN THE PLUMBING SYSTEM SHALL BE LISTED OR THIRD -PARTY CERTIFIED BY AN APPROVED LISTING AGENCY AND SHALL CONFORM TO APPLICABLE RECOGNIZED STANDARDS REFERENCED IN THE 2022 CALIFORNIA PLUMBING CODE. 14. THE LEAD CONTENT OF PIPES, PIPE OR PLUMBING FITTINGS, AND FIXTURES INTENDED TO CONVEY OR DISPENSE WATER FOR HUMAN CONSUMPTION SHALL BE IN ACCORDANCE WITH SECTION 116875 OF THE HEALTH AND SAFETY CODE. 15. NO PIPING OR DUCTS SHALL BE PERMITTED TO BE LOCATED WITHIN THE DEDICATED SPACE ABOVE ELECTRICAL EQUIPMENT. DRAINAGE: 1. COORDINATE LOCATION OF CONDENSATE DRAIN AND WATER CONNECTIONS TO MECHANICAL EQUIPMENT WITH MECHANICAL CONTRACTOR PRIOR TO INSTALLATION. 2. ALL INTERIOR CONDENSATE DRAIN PIPING SHALL BE INSULATED AND SLOPED AT 1/8" PER FOOT MINIMUM. 3. CONDENSATE FROM ALL MECHANICAL COOLING COILS SHALL BE ROUTED AND DISCHARGED TO AN APPROVED RECEPTOR PER THE CALIFORNIA PLUMBING CODE. 4. WHERE MULTIPLE HORIZONTAL PUMPED CONDENSATE LINES CONNECT TO HORIZONTAL GRAVITY CONDENSATE PIPE, PROVIDE CHECK VALVE DOWNSTREAM OF EACH PUMP PRIOR TO GRAVITY LINE, PER CPC 2022 SECTION 814.1.1. 5. BUILDING DRAIN AND VENT PIPING MATERIALS SHALL COMPLY WITH SECTIONS 701.0 AND 903.0 OF THE CALIFORNIA PLUMBING CODE. 6. BACKWATER VALVE SHALL BE INSTALLED ON THE DOWNSTREAM OF PLUMBING FIXTURES THAT ARE LOCATED ON A FLOOR LEVEL THAT IS LOWER THAN THE NEXT UPSTREAM MANHOLE COVER OF THE PUBLIC OR PRIVATE SEWER SYSTEM PER SECTION 710.1 CPC AND SUBJECT TO FIELD INSPECTION APPROVAL. 7. ALL SANITARY SYSTEM MATERIALS SHALL BE LISTED BY AN APPROVED LISTING AGENCY. 8. CLEANOUTS ARE REQUIRED AT THE UPPER MOST TERMINALS OF ALL HORIZONAL WASTE LINES. PLEASE PROVIDE ADDITIONAL CLEANOUTS WITHIN THE FLOOR PLAN. CPC 707.4. 9. EACH VENT SHALL RISE VERTICALLY TO A POINT NOT LESS THAN SIX (6) INCHES ABOVE THE FLOOD - LEVEL RIM OF THE FIXTURE SERVED BEFORE OFFSETTING HORIZONTALLY OR BEFORE BEING CONNECTED TO ANY OTHER VENT. 10. EACH ROOF VENT SHALL TERMINATE AT LEAST 10 FT FROM EVERY BUILDING OUTSIDE AIR INTAKE. 11. SOIL, SEWER, WASTE AND STORM DRAIN PIPING SHALL SLOPE AT 1/4" PER FOOT MINIMUM UNLESS INDICATED OTHERWISE. 12. A SLOPE OF NOT LESS THAN 1/8 INCH PER FOOT OR 1 PERCENT IS PROVIDED FOR DRAINAGE PIPING 4 INCHES OR LARGER ONLY WHERE IT IS IMPRACTICAL DUE TO THE DEPTH OF THE STREET SEWER, TO THE STRUCTURAL FEATURES, OR TO THE ARRANGEMENT OF A BUILDING OR STRUCTURE TO OBTAIN A SLOPE OF 1/4 INCH PER FOOT OR 2 PERCENT AND THAT IS SUBJECT TO THE AUTHORITY HAVING JURISDICTION PLUMBING FIELD INSPECTOR'S APPROVAL. PLUMBING FIXTURES: 1. EXACT LOCATION AND MOUNTING HEIGHTS OF PLUMBING FIXTURES SHALL BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS. 2. PROVIDE VACUUM BREAKERS AT ALL HOSE BIBBS. 3. FAUCETS SHALL HAVE A FLOW RESTRICTION DEVICE NOT TO EXCEED 0.5 GPM. LAVATORIES IN PUBLIC AREAS SHALL HAVE SELF -CLOSING FAUCETS, PER CPC SECTION 407.0. 4. WATER CLOSETS SHALL BE ULTRA LOW FLUSH TOILETS, 1.28 GPF MAXIMUM, PER CPC SECTION 411.2. 5. WALL MOUNTED URINALS SHALL BE ULTRA LOW FLUSH URINALS, 0.125 GPF MAXIMUM, PER SECTION 412.1. WATER SUPPLY TO A URINAL SHALL BE PROTECTED BY AN APPROVED BACKFLOW PREVENTION DEVICE. PROVIDE A CLEAN -OUT ABOVE URINAL IN COMPLIANCE WITH CPC SECTION 707.4. 6. SHOWERHEADS SHALL HAVE A MAXIMUM FLOW OF 1.8 GPM AT 80 PSI AND SHALL HAVE A PRESSURE BALANCING TYPE MIXING VALVE AT SHOWER CONTROLS PER CPC SECTION 408.3. 7. WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL THE SHOWERHEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80 PSI, OR THE SHOWER SHALL BE DESIGNED TO ALLOW ONLY ONE SHOWER OUTLET TO BE IN OPERATION AT A TIME PER CAL GREEN SECTION 5.303.3.3.2 PLUMBING LEGEND (CONTINUED) SYMBOL ABBREVIATION DESCRIPTION A/C ABOVE CEILING ADA AMERICANS WITH DISABILITIES ACT AFF ABOVE FINISHED FLOOR B/G BELOW GRADE B/F BELOW FLOOR BFF BELOW FINISHED FLOOR BLDG BUILDING BTUH BRITISH THERMAL UNITS PER HOUR CBC CALIFORNIA BUILDING CODE CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CO CLEANOUT CPC CALIFORNIA PLUMBING CODE DFU DRAINAGE FIXTURE UNITS DWGS DRAWINGS (E) EXISTING E.E.S. ENERGY EFFICIENCY STANDARDS FCO FLOOR CLEANOUT FT FEET FPS FEET/SECOND FU FIXTURE UNIT GA GAUGE GPC GALLONS PER CYCLE GPD GALLONS PER DAY GPF GALLONS PER FLUSH GPH GALLONS PER HOUR GPM GALLONS PER MINUTE HP HORSE POWER HVAC HEATING, VENTILATING, & AIR CONDITIONING IE INVERT ELEVATION IN INCH/INCHES LBS POUNDS MAX MAXIMUM MECH MECHANICAL MFR'S MANUFACTURER'S MIN MINIMUM N.C. NORMALLY CLOSED N.O. NORMALLY OPEN OFCI OWNER FURNISHED CONTRACTOR INSTALLED OFOI OWNER FURNISHED OWNER INSTALLED QC QUICK CONNECT PD PRESSURIZED DISCHARGE (PUMPED) PLBG PLUMBING QTY QUANTITY SF SQUARE FEET SP STATIC PRESSURE T TONNAGE OF AIR CONDITIONING TDFU TOTAL DRAINAGE FIXTURE UNITS TDL TOTAL DEVELOPED LENGTH TFU TOTAL FIXTURE UNITS TYP TYPICAL VFD VARIABLE FREQUENCY DRIVE VIF VERIFY IN FIELD VTR VENT THRU ROOF V/PH/HZ VOLTS/PHASE/HERTZ WCO WALL CLEAN -OUT UL UNDERWRITERS LABORATORY WSFU WATER SUPPLY FIXTURE UNITS EQUIPMENT TAG TYPE/MARK EQUIPMENT NUMBER PIPE MATERIAL SCHEDULE SOIL, WASTE, SOI, VENT, STORM DRAIN AND OVERFLOW STORM DRAIN PIPE ABOVE AND BELOW GRADE TO 5'-0" OUTSIDE BUILDING: SCHEDULE 40 PVC DWV (SOLID CORE) WITH PVC FITTINGS. WATER PIPING ABOVE GRADE: COPPER TYPE "L", HARD DRAWN, WITH LEAD-FREE SOLDER. DOMESTIC HOT WATER TO BE INSULATED. WATER PIPING BELOW GRADE: COPPER TYPE "K", HARD DRAWN, WITH LEAD-FREE SOLDER. NATURAL GAS PIPING ABOVE GRADE: SCHEDULE 40 BLACK STEEL, THREADED (2-1/2" AND BELOW) OR WELDED FITTINGS (PER 3" AND ABOVE) NATURAL GAS PIPING BELOW GRADE (OUTDOORS ONLY): POLYETHYLENE WITH FUSION WELD JOINTS & TRACE WIRE. CONDENSATE DRAIN ABOVE GRADE: COPPER TYPE "M", WITH SOLDER. INSULATED. COMPRESSED AIR ABOVE GRADE: COPPER TYPE "L", HARD DRAWN, BRAZED FITTINGS. ALL PIPING TO BE LABELED PER ANSI/ASME Al3.1 STANDARD COLOR AND LETTER REQUIREMENTS PIPE INSULATION THICKNESS PER (2022 TITLE-24) NOMINAL PIPE DIAMETER (INCHES) FLUID TEMP. RANGE (°F) (IN BTUH PER SQ.FT PER °F) INSULATION MEAN RATING TEMP. (°F) <1 1 AND LARGER INSULATION THICKNESS REQUIRED (INCHES) HOT WATER SYSTEMS AND SERVICE WATER HEATING SYSTEMS (RECIRCULATING SECTIONS, ALL PIPING IN ELECTRIC TRACE TAPE SYSTEMS, AND THE FIRST 8 FEET OF PIPING FROM THE STORAGE TANK FOR NON - RECIRCULATING SYSTEMS 0.22-0.28 100 1.0 1.5 EXCEPTION 5 TO SECTION 120.3: PIPING THAT PENETRATES FRAMING MEMBERS SHALL NOT BE REQUIRED TO HAVE PIPE INSULATION FOR THE DISTANCE OF THE FRAMING PENETRATION. METAL PIPING THAT PENETRATES METAL FRAMING SHALL USE GROMMETS, PLUGS, WRAPPING OR OTHER INSULATING MATERIAL TO ASSURE THAT NO CONTACT IS MADE WITH THE METAL FRAMING. NOTE: LEGEND AND ABBREVIATIONS LISTED ARE FOR GENERAL USE; NOT ALL LISTED ARE NECESSARILY PLUMBING LEGEND USED ON DRAWINGS. SYMBOL ABBREVIATION DESCRIPTION ----------- POC S S S(PD) GW SD SD SD(PD) OSD CD V CW HW HWR TP CA G MPG RPBP SOV CV BAL PRV MV RV COG FCO WCO CL # % DIN UP WHB HB U WHA TP FS FD POINT OF CONNECTION SEWER PIPING UNDERGROUND / BELOW FLOOR SEWER PIPING ABOVE GROUND SEWER (PRESSURIZED DISCHARGE) PIPING GREASE WASTE PIPING STORM DRAIN PIPING UNDERGROUND / BELOW FLOOR STORM DRAIN PIPING ABOVE GROUND STORM DRAIN (PRESSURIZED DISCHARGE) PIPING OVERFLOW STORM DRAIN CONDENSATE DRAIN PIPING SANITARY VENT PIPING COLD WATER PIPING HOT WATER PIPING (120°) HOT WATER RETURN PIPING TRAP PRIMER PIPING COMPRESSED AIR PIPING GAS PIPING MEDIUM GAS PIPING BACKFLOW PREVENTER SHUT OFF VALVE (BALL VALVE) CHECK VALVE CIRCUIT SETTER/BALANCING VALVE GAS SHUT OFF VALVE PRESSURE REDUCING VALVE THERMOSTATIC MIXING VALVE TEMPERATURE & PRESSURE RELIEF VALVE CLEAN -OUT TO GRADE PRESSURE REGULATOR FLOOR CLEAN -OUT WALL CLEAN -OUT CAPPED LINE PERCENTAGE SLOPE OF PIPE WITH DIRECTIONAL ARROW DOWN OR DROP RISE OR RISER WALL HOSE BIBB HOSE BIBB UNION (DIELECTRIC) WATER HAMMER ARRESTOR (P.D.I. SIZE) TRAP PRIMER FLOOR SINK FLOOR DRAIN KEYED NOTE ? ? ? [ 1% _ 2% 5 i i ® I AB 1953 COMPLIANCE I PIPE, PIPE FITTINGS, VALVES AND FIXTURES INTENDED TO CONVEY OR DISPENSE WATER FOR HUMAN CONSUMPTION THROUGH DRINKING OR COOKING, SHALL BE CERTIFIED TO BE "LEAD FREE" AS DEFINED BY STATUTE AB 1953. NOTHING CONTAINED IN THESE DRAWINGS OR SPECIFICATIONS IS INTENDED TO VIOLATE THIS STATUTE. STANDARDS FOR PLUMBING FIXTURES AND FIXTURE FITTINGS REQUIRED STANDARDS WATER CLOSETS (TOILETS)-FLUSHOMETER VALVE ASME A 112.19.2/NCSA B45.1, - 1.28 GAL. TYPE SINGLE FLUSH, MAXIMUM FLUSH VOLUME WATER CLOSETS (TOILETS)-FLUSHOMETER VALVE ASME A 112.19.14 AND U.S.EPA WATERSENSE TANK - TYPE DUAL FLUSH, MAXIMUM FLUSH VOLUME TYPE HIGH -EFFICIENCY TOILET SPECIFICATION, - 1.28 GAL. WATER CLOSETS (TOILETS) -TANK TYPE U.S.EPA WATERSENSE TANK -TYPE HIGH - EFFICIENCY TOILET SPECIFICATION ASME A 112.19.2/NCSA B45.1, 0.125 GAL (0.47 L) URINALS, MAXIMUM FLUSH VOLUME PUBLIC LAVATORY FAUCETS ASME A 112.18.1/CSA B125.1, 0.5 GPM MAXIMUM FLOW RATE. PUBLIC METERING SELF -CLOSING FAUCETS ASME A 112.18.1/CSA B125.1, 0.20 GPM / CYCLE MAXIMUM. RESIDENTIAL BATHROOM LAVATORY SINK FAUCETS ASME A 112.18.1/CSA B125.1, 1.2 GPM MAXIMUM FLOW RATE. cDar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com ®McPAR LAN I- �' �� Ati5OCIAfFC PH; 949-296-3135 P 949-296-3132 PROJECT No.: 230050C PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: PLUMBING NOTES LEGENDS AND SCHEDULES SHEET NUMBER: Pool GAS WATER HEATER SCHEDULE ELECTRIC DATA OPER SYMBOL MANUFACTURER MODEL NO. GALLON CFHINPUT GPH RECOVERY OVERALL WEIGHT REMARKS STORAGE 80°F AT VOLT PHASE CYCLE KW FLA DIMENSIONS (LBS.) WH BRADFORD EF-100T-150E-3N(A) 83 150 220 120 1 60 78"x28.25"O 1,600 DIRECT VENT BRADFORD WHITE GAS TANK WATER HEATER. INSTALL PER MANUFACTURER 1 WHITE INSTRUCTIONS. WH t BRADFORD EF-60T-125E-3N(A) 60 125 182 120 1 60 57"x28.25"O 1,100 DIRECT VENT BRADFORD WHITE GAS TANK WATER HEATER. INSTALL PER MANUFACTURER 2 WHITE INSTRUCTIONS. CIRCULATION PUMP SCHEDULE PUMP MOTOR OPER HEAD MAX. MARK MANUFACTURER MODEL NO. LOCATION SYSTEM TYPE WEIGHT REMARKS SERVED GPM (FT) RPM HP KW VOLT PH. CYCLE (LBS) CP PROVIDE WITH SUBMERSIBLE / 1 TACO 008SF6 STOR/HWH HOT WATER IN -LINE 2 15 3250 1/25 120 1 60 6 ADJUSTABLE AQUASTAT. INSTALL PER MANUFACTURER'S INSTRUCTIONS. CID PROVIDE WITH SUBMERSIBLE / 2 TACO 008SF6 STOR/HWH HOT WATER IN -LINE 2 15 3250 1/25 120 1 60 6 ADJUSTABLE AQUASTAT. INSTALL PER MANUFACTURER'S INSTRUCTIONS. SAND OIL INTERCEPTOR SCHEDULE OPER MARK MANUFACTURER MODEL NO. LOCATION TYPE CAPACITY NLET (SIZE VENT WEIGHT REMARKS SIZE (LBS) PROVIDE WITH TRAFFIC RATED GRATES. INSTALL PER MANUFACTURER'S \ 1 / JENSEN JP-500-EE-SO ON -SITE SAND -OIL 500 GALLONS 4" 4" INSTRUCTIONS. AIR COMPRESSOR SCHEDULE EMERGENCY ELECTRICAL DATA OPER. SYMBOL MANUFACTURER MODEL CAPACITY STORAGE MAX PSI POWER WEIGHT REMARKS (GALLON) VOLT PHASE CYCLE WATTS HP (LBS.) 17. TWO -STAGE ELECTRIC DUPLEX RECIPROCATING AIR (�A INGERSOLL RAND 2475N5 90 PSM 80 175 NO 208 3 60 -- 5 600 COMPRESSOR. FOR COMPRESSED AIR EQUIPMENT AND PIPING DETAIL, SEE DETAIL 8/P-4.02. 70"X28" DD 15 CFM WITH DIGITAL DISPLAY, R-134A REFRIGERANT. FOR INGERSOLL RAND D251N 120 1 60 -- -- 100 COMPRESSED AIR EQUIPMENT AND PIPING DETAIL, SEE DETAIL 1 8/P-4.02. AF COALESCING FILTER 0.1 MICRON PARTICLE REMOVAL (2 LBS), INGERSOLL RAND #FA301G -- -- -- -- 2 AND MODEL FA301H HIGH EFFICIENCY COALESCING FILTER 0.01 1 MICRON PARTICLE REMOVAL (2 LBS). OS POLYSEP, OIL WATER SEPARATOR. FOR COMPRESSED AIR 1 INGERSOLL RAND #PSG-7 EQUIPMENT AND PIPING DETAIL, SEE DETAIL 8/P-4.02. GAS PIPE SIZING • LOW PRESSURE (7" W.C.) DEVELOPED PIPE LENGTH = 450' MAX. NPS MAXIMUM CFH 1/2" 22 3/4" 46 1" 86 1 1/4" 177 1 1/2" 266 2" 512 2 1/2" 816 3" 1,440 4" 2,940 PER 2022 CPC TABLE 1215.2(1) GAS CALCULATIONS DESCRIPTION QUANTITY BTUH TOTAL BTUH WATER HEATER 1 125,000 125,000 WATER HEATER 1 150,000 150,000 GRILL 2 35,000 70,000 DRYER 1 145,000 145,000 RANGE TOTAL BTUH DEMAND 530,000 TOTAL CFH DEMAND (BTUH = 1000) 530 ESTIMATED DEVELOPED LENGTH OF GAS PIPING: (7"WC) 450' • ALL GAS PIPING SIZED PER 2022 CPC FOR GAS ISOMETRIC SEE DETAIL 1/P0.2 FITTINGS FOR CHANGES IN DIRECTION TYPE OF FITTING CHANGESIN DIRECTIOND 0 7 I / / � OF FLOW �� u u I-I IVYE WITH SANIT. WYE 1/8 BEND COMB. 1/8 SANIT. TAPPED LONG SHORT 1/8 BEND 1/6 BEND BEND TEE I TEE SWEEP SWEEP HORIZONTAL TO VERTICAL ✓ ✓ ✓ ✓ ✓ ✓ ✓ VERTICAL HORIZONTAL AL ✓ ✓ ✓ x x HORIZONTAL TO HORIZONTAL ✓ ✓ X X X *BASED ON 2018 UNIFORM PLUMBING CODE ILLUSTRATED TRAINING MANUAL, FIGURE 706.1 I ENERGY CONSERVATION NOTES I 1. EQUIPMENT SHALL MEET THE APPLICABLE REQUIREMENTS OF THE APPLIANCE EFFICIENCY REGULATIONS PER SECTION 110.1. 2. ALL PIPE INSULATION MATERIAL SHALL MEET THE REQUIREMENTS PER SECTION 120.3 E.E.S. 3. SERVICE WATER -HEATING SYSTEMS AND EQUIPMENT SHALL MEET THE REQUIREMENTS PER SECTION 110.3 E.E.S. SOLENOID SOV GAS COCK, SEDIMENT 3/4" G ; 1 1/2" G 3/4" G TRAP AND GAS FLEXIBLE 40 CFH F1415 /2" G 185 CFH 35 CFH CFH CONNECTION (TYP.) EARTHQUAKE VALVE MANUAL RESET GAS METER: 7" W.C. 530 CFH 450' TOTAL DEVELOPED LENGTH PRV, BY GAS PROVIDER - GAS PIPING DIAGRAM <1_1 `�_l 1 1/2" G GRILL RANGE 2 1/2" G �}• DRYER 220 CFH 40 CFH 145 CFH 405 CFH 35 CFH 1 1/4" G 125 CFH 1 1/4" G 150 CFH Q--, WATER J HEATER 125 CFH ' vGB , /G 530 CFH 2" G 255 CFH Q , WATER HEATER 150 CFH 3/4" G 35 CFH DRYER 35 CFH ROOF LEVEL 2 1101:1il 1 P0.2 FIXTURE CONNECTION SCHEDULE PIPE SIZES (INCHES) MANUFACTURER AND CW HW W V TRAP SYMBOL DESCRIPTION REMARKS MODEL NUMBER KOHLER HIGHCLIFF ULTRA 1.28 GPF MAX ADA COMPLIANT INSTALLATION. PROVIDED WITH KOHLER "LUSTRA" #K-4650 ELONGATED OPEN - FRONT SEAT COVER WC-1 WATER CLOSET FV (ADA) 1 1/4 4 2 INT #K-96057 W/ SLOAN G2 AND WAX RING. 8111-1.28-CO FV WC-2 WATER CLOSET FT (ADA) 3/4 4 2 INT KOHLER KINGSTON 1.28 GPF MAX. ADA COMPLIANT INSTALLATION WITH RIGHT SIDE FLUSH LEVER. PROVIDED WITH KOHLER "STRONGHOLD" #K-4731-C #K-25077-T ELONGATED OPEN - FRONT SEAT COVER AND WAX RING. KOHLER PINOIR K-2035-8 ADA COMPLIANT INSTALLATION. PROVIDE W/ METERED 0.5 GPM MAX FAUCET, STRAINER DRAIN, CHROME PLATED P-TRAP L_1 LAVATORY (ADA) 1/2 1/2 2 2 1 1/4 W/ CHICAGO FAUCETS W/ESCUTCHEON, STOPS AND SUPPLIES (HW SUPPLY & P-TRAP SHALL BE WRAPPED FOR HANDICAP PROTECTION.) 3600-E2805AB KOHLER CAXTON K-2210 ADA COMPLIANT INSTALLATION. PROVIDE W/ 0.5 GPM MAX FAUCET, STRAINER DRAIN, CHROME PLATED P-TRAP W/ESCUTCHEON, L=2 LAVATORY (ADA) 1/2 1/2 2 2 1 1/4 W/ CHICAGO FAUCETS STOPS AND SUPPLIES (HW SUPPLY & P-TRAP SHALL BE WRAPPED FOR HANDICAP PROTECTION.) 2200-4E2805ABCP DF-1 DRINKING FOUNTAIN 1/2 1/2 1/2 INT ELKAY #LMABFTL8WSLK ADA, NSF/ANSI STANDARD, FEDERAL SAFE DRINKING ACT AND AB1953 COMPLIANT, WALL MOUNTED, BARRIER FREE. PROVIDE WITH - IN -LINE FILTER. DF-2 BOTTLE FILLER 1/2 1/2 1/2 INT ELKAY #LZWSGRNM8K ADA, NSF/ANSI STANDARD, FEDERAL SAFE DRINKING ACT AND AB1953 COMPLIANT, WALL MOUNTED, BARRIER FREE. PROVIDE WITH IN -LINE FILTER. DF-3 DRINKING FOUNTAIN 1/2 1/2 1/2 INT ELKAY #LK4420BF1UD13 EVERGREEN COLOR. ADA, NSF/ANSI STANDARD, FEDERAL SAFE DRINKING ACT AND AB1953 COMPLIANT, FREE STANDING, BARRIER FREE. PROVIDE WITH IN -LINE FILTER. ELKAY ELUHAD191655 W/ ADA COMPLIANT BOWL DEPTH. PROVIDE W/ GOOSENECK FAUCET (1.8 GPM MAX), STRAINER DRAIN, CHROME PLATED P-TRAP W/ KS-1 SINK (ADA) 1/2 1/2 2 2 1 1/2 CHICAGO FAUCETS 434- ESCUTCHEON, STOPS AND SUPPLIES (CW, HW SUPPLY, & P-TRAP SHALL BE WRAPPED FOR HANDICAP PROTECTION). ABCP ELKAY: #LRAD15255 ADA COMPLIANT BOWL DEPTH. PROVIDE W/ GOOSENECK FAUCET (1.8 GPM MAX), STRAINER DRAIN, CHROME PLATED P-TRAP W/ S=1 SINK (ADA) 1/2 1/2 2 2 1 1/2 FAUCET: CHICAGO ESCUTCHEON, STOPS AND SUPPLIES (CW, HW SUPPLY, & P-TRAP SHALL BE WRAPPED FOR HANDICAP PROTECTION). FAUCETS 436-ABBN SINGLE COMPARTMENT DECON SINK WITH RIGHT DRAINBOARD AND FOOT CONTROL PACKAGE. PROVIDE WITH DOUBLE PEDAL DS-1 DECON SINK 1/2 1/2 2 2 1 1/2 ELKAY ESS4924RFC REMOTE SPOUTS AND VALVES. MS: CECO 871 MS-1 MOP SINK 3/4 3/4 3 2 3 FAUCET: CHICAGO PROVIDE WITH GRID STRAINER, WALL MOUNTED FAUCET W/ LEVER HANDLES, INTEGRAL STOPS, VACUUM BREAKER AND HOSE END FAUCETS #897-CCP SPOUT. MS: FIAT MSB2424 MS-2 MOP SINK 3/4 3/4 3 2 3 FAUCET: CHICAGO PROVIDE WITH GRID STRAINER, WALL MOUNTED FAUCET W/ LEVER HANDLES, INTEGRAL STOPS, VACUUM BREAKER AND HOSE END FAUCETS #897-CCP SPOUT. FD-1 FLOOR DRAIN 1/2 2 2 2 ZURN Z415B PROVIDE WITH TRAP PRIMER CONNECTION. FS-1 FLOOR SINK 1/2 2 2 2 ZURN 1901 PROVIDE W/ TRAP PRIMER CONNECTION. HB-1 HOSE BIBB 3/4 -- -- ACORN #8121-LF PROVIDE WITH VACUUM BREAKER. HB-2 HOSE BIBB 3/4 -- -- ACORN #8151 PROVIDE WITH VACUUM BREAKER. SWANSTONE #SS-3460 SH-1 SHOWER 1/2 1/2 2 2 2 SYMMONS DURO 3601 BARRIER -FREE SHOWER FLOOR W/ PRESSURE BALANCING MIXING VALVE, FIXED SHOWER HEAD. CONFIRM SHOWER SIZE AND FINISH TRIM W/ ARCHITECTURAL. BARRIER -FREE SHOWER FLOOR W/ PRESSURE BALANCING MIXING VALVE, FIXED SHOWER HEAD AND ADA HAND SHOWER WITH SLIDE SH-2 SHOWER (ADA) 1/2 1/2 2 2 2 SWANSTONE #SBF-3462 BAR. CONFIRM SHOWER SIZE AND FINISH W/ ARCHITECTURAL. PROVIDE WITH DIVERTER/TRANSFER VALVE AND ADDITIONAL SHOWER SYMMONS S3608TRM HEAD, MAX 1.8 GPM. AD-1 AREA DRAIN 1/2 2 2 2 JAY R SMITH #2120-G HEAVY DUTY DRAIN AND GALVANIZED COVER. PROVIDE WITH TRAP PRIMER CONNECTION. (APPARATUS BAY) TP-1 TRAP PRIMER 1/2 -- -- SEE REMARKS SINGLE DRAIN TRAP PRIMER: MIFAB MR-500, MULTIPLE DRAIN: MR-501. PRESSURE ACTIVATED. PROVIDE WITH DISTRIBUTION UNIT AND ACCESS PANEL. WATER HAMMER SEE LEAD-FREE, PRECHARGED AND FACTORY SEALED. PROVIDE WITH ACCESS PANEL. PER PDI (WH-201) SIZING STANDARD: WHA ARRESTOR REMARK A' (1-11 FU) = 1/2" 'B' (12-32 FU) = 3/4" 'C' (33-60 FU) = 1" 'D' (61-113 FU) = 1" RD/OD-1 ROOF & OVERFLOW SEE PLANS FOR SIZES ZURN ZC-100-DR 84 & MAIN ROOF AND OVERFLOW DRAIN WITH LOW SILHOUETTE DOMES & DOUBLE TOP -SET DECK PLATE, DURA-COATED CAST IRON DRAIN ZURN ZC-100-DR-89 BODIES WITH COMBINATION MEMBRANE FLASHING CLAMP / GRAVEL GUARDS. RD/OD-2 COMBINATION ROOF SEE PLANS FOR SIZES ZURN RD2130 COMBINATION ROOF DRAIN AND OVERFLOW SYSTEM WITH LOW -PROFILE CAST IRON DOMES, DURA-COATED 3" NO -HUB CAST IRON & OVERFLOW DRAIN BODIES, DOUBLE TOP -SET DECK PLATE, AND INTEGRAL MEMBRANE FLASHING CLAMP / GRAVEL GUARDS. HD-1 HUB DRAIN 4 2 4 6" RECEPTOR PROVIDE WITH TRAP PRIMER CONNECTION. WB-1 WASHER BOX 3/4 3/4 2 2 2 SEE PLANS FOR SIZES SEE PLANS FOR SIZES SIOUX CHIEF OX BOX 696 WASHING MACHINE OUTLET BOX WITH WATER HAMMER ARRESTOR. DOWNSPOUT NOZZLE, FOR MOUNTING HEIGHT SEE LOCATION ON PLANS. DN-1 DOWNSPOUT NOZZLE ZURN Z199-SS DD-1 DECK DRAIN WATTS FD-100-B DD600 DEMAND DRIVEN DIVERSION SYSTEM FOX DRAIN. PROVIDE WITH DIVERTER VALVE, HOSE BIBB, AND OTHER COMPONENTS, FDX-1 FOX DRAIN 1/2 4"S/4"SD DD600 INSTALL PER MANUFACTURER RECOMMENDATION. EQUIPMENT SCHEDULE MARK DESCRIPTION MANUFACTURER MODEL NO. GALLON CAPACITY EMERGENCY POWER ELECTRICAL DATA OPER. WEIGHT (LBS.) REMARKS VOLT PH. CYCLE WATTS AMPS HP SV SOLENOID VALVE EXPANSION TANK ASCO 821 B050 4.8 120 -- 1 -- 60 14.9 15 10 1 1/2" GAS SOLENOID SHUT OFF VALVE. ELECTRICAL TO PROVIDE CONNECTION AND WALL SWITCH INTELLISTATION DIGITAL WATER TEMPERING RECIRCULATING SYSTEM, WITH PUMP. 1 ET WILKINS WXT-18 1 MV MIXING VALVE STATION WATTS LFIS150 NO 115 1 60 0.55 1 ET EXPANSION TANK WILKINS WXT-18 4.8 -- -- -- -- -- -- -- 10 -- 2 MV MIXING VALVE STATION WATTS LFIS150 2850U NO 115 1 60 0.55 INTELLISTATION DIGITAL WATER TEMPERING RECIRCULATING SYSTEM, WITH PUMP. 2 HR 1 HOSE REEL GROVER -- -- -- -- -- -- 15 RETRACTABLE HOSE REEL FOR COMPRESSED AIR. 75LONG HOSE. 1/2" INNER DIAMETER. RATED AT 300 PSI. RO 1 REVERSE OSMOSIS SYSTEM CULLIGAN AQUA-CLEER ADVANCED UNDER SINK WATER FILTER SYSTEM. INSTALL PER MANUFACTURER'S INSTRUCTIONS. GD GARBAGE DISPOSAL INSINKERATOR BADGER 5 NO 120 1 60 6.9 15 1 DW 1 DISHWASHER BOSCH 800 SERIES SGE78C55UC NO 120 1 60 1,440 12 INSTALL PER MANUFACTURER'S INSTRUCTIONS. coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com ®McPAR LAN I- �' �� Ati5OCIAfFC PH; 949-296-3136 FA%: 949-296-3132 PROJECT No.: 230050C PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: PLUMBING SCHEDULES SHEET NUMBER: POm2 I_II - "-' -- � ' - ; -, -. - •_ _- 'I -� J .,, -�_ _-_: -_. -IIII I I Li StKvict rKuviutK UA6 MAIN. FOR EXACT LOCATION, I III III , ' SEE CIVIL SHEETS III— — IIIIIIIIFTTTTTTTT - KEYNOTES 1 FLEXIBLE POINT OF CONNECTION, PER GEOCON RECOMMENDATION. PROVIDE FLEX -TEND DWV FITTING OR APPROVED EQUAL. 2 PROVIDE FLEXIBLE CONNECTION FOR DOMESTIC WATER SERVICE AT TRANSITION PER GEOCON RECOMMENDATION. cDar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com ®MCPARLANE Q ASSOCIATES �o"a6��HEE9z PH; 949-296-3136 FA%: 949-296-3132 PROJECT No.: 230050C PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 0a ►v I I IF0Rr% i GENERAL NOTES 1. FOR PIPING AT TURNOUT WASHER AND CATCH BASIN, SEE DETAIL 6/P3.1. 2. FOR SAND OIL INTERCEPTOR DETAIL, SEE DETAIL 4/P3.1. 3. FOR TYPICAL ISLAND VENT DETAIL FOR KITCHEN, SEE DETAIL 7/P3.1. 4. FOR PIPING AT WATER HEATERS, SEE DETAIL 5/P3.1. 5. FOR FOX DRAIN DETAIL, SEE 1/P3.1. 6. FOR AIR COMPRESSOR EQUIPMENT CONFIGURATION, SEE DETAIL 2/P3.1. 7. FOR CONNECTIONS AT KITCHEN SINK, SEE DETAIL 3/P3.1. 8. FOR FIRE STATION AND LIBRARY WASTE AND VENT DIAGRAM, SEE SHEET P3.3 AND P3.4. 9. FOR STORM DRAIN SIZING AND ROUTING, SEE STORM PIPING DIAGRAM, SHEET P3.2. 10. FOR COMPLETE WATER SIZING AND DISTRIBUTION, SEE WATER DISTRIBUTION DIAGRAM 1/P3.6. 11. ALL BELOW GRADE PIPING SHALL BE INSTALLED PER TRENCHING, BEDDING, AND BACKFILL REQUIREMENTS SHOWN IN DETAIL 4/P3.5. AND PER GEOCON RECOMMENDATIONS DESCRIPTION: DATE: BID SET 12/15/25 3"OD DISCHARGE TO GRADE—T I� IIIIIII111111111111 II I TII HB-1=1 Iql o � � �IIIIIIIIIIIIII lillllll II II�I�i II POC 4"S (53.5 IIIIIIII DFU) IIIIII�III IE: 3.80 (5.85 BFF)� 4"S lip SEE CIVIL FOR CONTINUATION --F (53.5 DFU) III CO II II III 1 I -III -III -I 4+ HB-1 Iql IIIIIIIIIIIIII II I I�i III _ III III —III =1� III=III=I IIII I= II III III HB-1 IIIIII ® IIIIII 00000a III=III=1 PROJECT NUMBER. oo a— N". , ooaoao 00000a 0... . _ 3"OD DISCHARGE TO GRADE 230101 SHEET TITLE. G PLUMBING SITE U o o. C� , PLAN Q 0 Q _. SHEET NUMBER. 1 ) PLUMBING SITE PLAN P 1.0 SCALE: 1" = 10'-0" Pi no K L 0 -T -- 9 10 I I I I I I I I I I I I I I I I I Iru IIIIII I I I I I � III I llk — — III I I - IIII -- -= Tl� I I I I I - - - - - - - li ql' - a E3 I T I I I I I n I I1 �� Irk �'i allll ; - to I rn a �I rn u ,CG CGS ,CG CGr cl �I CG MCI I I I I I I i 36" 36" 36" 36" 36" CD ElI I El O D El El I I I I I c CG —7 - - 00 I L I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 c KEYNOTES GENERAL NOTES 1. FOR SAND OIL INTERCEPTOR DETAIL, SEE DETAIL 4/P4.1. 2 FOR TYPICAL ISLAND VENT DETAIL FOR KITCHEN, SEE DETAIL 7/P3.1. 3. FOR PIPING AT WATER HEATERS, SEE DETAIL 5/P3.1. 4. FOR FOX DRAIN DETAIL, SEE 1/P3.1. 5. FOR AIR COMPRESSOR EQUIPMENT CONFIGURATION, SEE DETAIL 2/P3.1. 6. FOR CONNECTIONS AT KITCHEN SINK, SEE DETAIL 3/P3.1. 7. FOR FIRE STATION AND LIBRARY WASTE AND VENT DIAGRAM, SEE SHEET P3.3 AND P3.4. 8. FOR STORM DRAIN SIZING AND ROUTING, SEE STORM PIPING DIAGRAM, SHEET P3.2. 9. FOR PIPE PENETRATION THROUGH FIRE RATED ASSEMBLIES, SEE DETAILS 1 /P3.5 AND 2/P3.5. 10. FOR COMPLETE WATER SIZING AND DISTRIBUTION, SEE WATER DISTRIBUTION DIAGRAM 1/P3.6. O QRpF E S / 30090 m P..- 09/30/26 F OF CA` \F DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com ®MCPARLANE Q ASSOCIATES PH: 949-295-3136 FA%: 949-296-313� PROJECT No.: 230050C PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 V Z F0f?L- DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: PLUMBING FIRST FLOOR PLAN SHEET NUMBER: p 1 ■ 1 PLUMBING FIRST FLOOR PLAN P 1.1 SCALE: 1 /8" = 1 '-0" D K l 3 4 4 PLUMBING SECOND FLOOR PLAN - WATER & GAS P 1.2 SCALE: 1 /4" = 1 '-0" i U8 --(: �A) --*B 4D D H H \S SUPPLY ) GRILL IL L' 2 3 4 5 6 I I I I I----- 3"SD & 3"OD, DN - - - - - - DECK DRAIN BENEATH PEDASTAL PAVERS �� _ DD-1 - - - - - O (60 SF) I I I I BUNK 1203 I E;+ 1% C�D 1 BUNK (1 T) 3/4"CD 12 22 3/4"CD (1 T) CONDENSATE CONNECTION (2 T) TO MECH. FAN COIL INTEGRAL 2"V, DN EXIT HALLWAY PUMP. PROVIDE WITH CHECK VALVE, TYP. 1204 1% L=T,,-,c,)73'/,cpL (1 T)- — (2 T) — 3/4"CD / (3 T) CO /FD-1 2"S, B/F DD-1 (30 SF) 3/4"CD ' LAUNDRY / JA' (5 T) 2"V 12 1 IS-if(2"V— 2"V 2" VTR � I WB-1 1 AILW CD DISCHARGE TO MOP SINK, FOR DETAIL SEE 2"V, DN 8/P3.11 I ICO 1% 3/4"CD (2 T) CONDENSATE DRAIN AND TRAP, FOR DETAIL SEE 6/P3.1 4 1 PLUMBING SECOND FLOOR PLAN - WASTE & VENT P 1.2 SCALE: 1 /4" = V-0" . ■ . ■ ■ ■ ■ ■ ■ . 1% 3"SD & 3"OD, UP 3/4"CD TO RC OF DRAIN (1 T) BUNK 1205 9 FLEX 1207 1%F7 3/4"CD 3"OD (1 T) 3"SD 0 3/4"CD (5 T) L I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I T I I I I I I I I I I I 0 I I I I I I 3"Sd & 3"OD, UP TO ROOF DRAIN �5 IF 3/4"CD (2 T) I CW AND HW FROM FLOOR BELOW CONDENSATE DRAIN AND TRAP, FOR DETAIL SEE 6/P3.1 I KITCHEN / DAY ROOM CO 1212 I I DECK DRAIN BENEATH PEDASTAL PAVERS DD-' (250 m 7 8 B D E IRB-1 I I I I CO KS-1 RB-1 II I 2" VTR WCO GD DW 1 1 I IRB-1 i I I I I G H r I I � I I 0 I � K L KEYNOTES /QRpF E S / \ 0 N 30090 m P.:09/30/26 y�F of CA` PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 V IL cgI-IFORN�P GENERAL NOTES DESCRIPTION: DATE: 1. FOR SAND OIL INTERCEPTOR DETAIL, SEE DETAIL 4/P3.1. 2 FOR TYPICAL ISLAND VENT DETAIL FOR KITCHEN, SEE DETAIL 7/P3.1 I. BID SET 12/15/25 3. FOR PIPING AT WATER HEATERS, SEE DETAIL 5/P3.1. 4. FOR FOX DRAIN DETAIL, SEE 1/P3.1. 5. FOR AIR COMPRESSOR EQUIPMENT CONFIGURATION, SEE DETAIL 2/P3.1. 6. FOR CONNECTIONS AT KITCHEN SINK, SEE DETAIL 3/P3.1. 7. FOR FIRE STATION WASTE AND VENT DIAGRAM, SEE SHEET P3.3. 8. FOR STORM DRAIN SIZING AND ROUTING, SEE STORM PIPING DIAGRAM, SHEET P3.2. 9. FOR PIPE PENETRATION THROUGH FIRE RATED ASSEMBLIES, SEE DETAILS 1 /P3.5 AND 2/P3.5. 10. FOR EQUIPMENT GAS CONNECTION DETAIL, SEE 3/P3.5. PROJECT NUMBER: 230101 SHEET TITLE: PLUMBING SECOND FLOOR PLAN 5 6 7 8 SHEET NUMBER: I I A B I C D I K L 7 5 6 8 9 10 11 12 13 14 I I I I I I I I I 5 6 7 8 9 10 11 12 13 14 KEYNOTES 1 GUTTER DOWNSPOUT LOCATION, FOR GUTTER AND DOWNSPOUT SIZE, SEE ARCH. SHEETS. GENERAL NOTES 1. FOR PIPING AT TURNOUT WASHER AND CATCH BASIN, SEE DETAIL 6/P3.1. 2. FOR SAND OIL INTERCEPTOR DETAIL, SEE DETAIL 4/P4.1. 3. FOR TYPICAL ISLAND VENT DETAIL FOR KITCHEN, SEE DETAIL 7/P3.1. 4. FOR PIPING AT WATER HEATERS, SEE DETAIL 5/P3.1. 5. FOR FOX DRAIN DETAIL, SEE 1/P3.1. 6. FOR AIR COMPRESSOR EQUIPMENT CONFIGURATION, SEE DETAIL 2/P3.1. 7. FOR CONNECTIONS AT KITCHEN SINK, SEE DETAIL 3/P3.1. 8. FOR FIRE STATION AND LIBRARY WASTE AND VENT DIAGRAM, SEE SHEET P3.3 AND P3.4. 9. FOR STORM DRAIN SIZING AND ROUTING, SEE STORM PIPING DIAGRAM, SHEET P3.2. OQRpFE S/ � N ui 30090 m P.:09/30/26 x FcHAN \ GQ �Q q�F OF CAL cDar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com ®MCPARLANE Q ASSOCIATES Spa EE9� M: 949-295-31M FM: 9-296-3137 PROJECT No.: 230050C PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 FAr DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: PLUMBING ROOF PLAN SHEET NUMBER: 1 1 PLUMBING ROOF PLAN 1 .3 SCALE: 1 /8" = 1 '-0" Pl m3 SEE SITE PLAN FOR CONTINUATION FCO H i J F__ K L 1 1 PLUMBING ENLARGED PLAN - FIRE STATION - WASTE & VENT P2, SCALE: 1 /4" = 1'-0" 4"S 2 3 4 5 6 7 u L� 3"S ----- 3"OD, UP DISCHARGE 13"SD & 3"OD, UP TO GRADE, DN-1 A 3"SD, U TO 3"SD DECKD AIN-= gill, ii u u u ihii � SEE SITE PLAN FOR CONTINUATION SEE SITE PLAN FOR a�_i----------------- CONTINUATION 2"V, B/F-1 3"SD - � — — FCO � 2"V, DN lr D FIRE RISER 4"S HD-1 II II o "V, UP SEE SITE PLAN FOR 4"S 2" VTR ELEC I I D CONTINUATION 1 1 15 I I FITNESS FC-1-1-2 � E 4"SOI 3/4"CD 4"S I I I 3"SD 3/4"CD DISCHARGE I I 2"VTR 4"S, A/C I I 1% 2"S TO FS 4"S, A/C 4"S, DN CO WCO DF-2 4"SOI j 4"S A/C 3/4"CD FS-1 HOSE 2"V DD CA AF J 1 107 SHOP 2"V, UP 1 1 1 Li AD-1 2"S, A/C 2"S, A/C STOR 1 1078 4°S 1 109 2"S, DN � 3 SD 2 S,A/C - _____________-_�_ ___�___-- 3/4 ------- I I "CD, i u u ii u u ii u u u u �i DISCHARGE TO 2'S u u u u u u I I P-TRAP ° �jop i u 1 1u u ii 1 u u u ii 4"S01 I 1/o o i u u ii u u ii ii u u u �i u u u u u u u u In TO ROOF 4"S u u u u u u ii DECK DRAIN 3"SD, UP TO 3' SD VE IBULE T&P RELIEF, CONDENSATE, 3"S, DN 3"SD & 3"OD, UP 1 05 AND DRAIN LINE DISCHARGE 3"S, UP TO MS 2 „ 3/4"CD TO MS, PROVIDE WITH MIN. TO ROOF DRAIN � 3 S � � � � I 1%SLOPE II - --_- - FC-1-1 1 - ----- - - - - I - - : - 1% WH 2" VTR DSH 1 3/4"CD 1 2"V - - - � DECON FD-1 2 S FD-1 3/4"CD m DISCHARGE 2"S AD-1 1% 4"S KEYNOTES QROF E S / O 30090 m P.:09/30/26 C N \GQ��Q F OF CA`�Fo PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 po H cq��FORN�P GENERAL NOTES DESCRIPTION: DATE: 1. FOR PIPING AT TURNOUT WASHER AND CATCH BASIN, SEE DETAIL 6/P3.1. 2. FOR SAND OIL INTERCEPTOR DETAIL, SEE DETAIL 4/P4.1. BID SET 12/15/25 3. FOR TYPICAL ISLAND VENT DETAIL FOR KITCHEN, SEE DETAIL 7/P3.1. 4. FOR PIPING AT WATER HEATERS, SEE DETAIL 5/P3.1. 5. FOR FOX DRAIN DETAIL, SEE 1/P3.1. 6. FOR AIR COMPRESSOR EQUIPMENT CONFIGURATION, SEE DETAIL 2/P3.1. 7. FOR CONNECTIONS AT KITCHEN SINK, SEE DETAIL 3/P3.1. 8. FOR LIBRARY WASTE AND VENT DIAGRAM, SEE SHEET P3.4. 9. FOR STORM DRAIN SIZING AND ROUTING, SEE STORM PIPING DIAGRAM, SHEET P3.2. 10. FOR PIPE PENETRATION THROUGH FIRE RATED ASSEMBLIES, SEE DETAILS 1 /P3.5 AND 2/P3.5. HW TO MS HALL 1 103 MS-2 EMS II2"V 1101 WCO r 1104 WB-1 2„S 4"S I2"V, UP SERVING �' I I I I 2"V, UP ISLAND SINK 3"S - - - - - T 2"S, DN FD-1 2S 2V WC-1 2"V, UP 4"S 4"S L_1 4"S WCO - TURNO TS (12) LOBB1 100 ll14 314" -CD, G' DISCHARGE TO 3/4"CD P-TRAP 3/4"CD THEE 1% H PROJECT NUMBER: 230101 3"OD, UP T SHEET TITLE: DECK DRAI F_ 3"OD,4 DISCHARGE J PLUMBING T GRADE, DN-1 1% ENLARGED PLANS K L 2 3 4 5 6 7 SHEET NUMBER: P2ml KEYNOTES QRpF E S / O 1 2 3 4 5 6 7 P.: 09/30//26 -- — —— I IIw—=====0oi', �yTF �HaN�� li lijlui li OF CAL \F I,ul Ilpu, I �J I I I I'lll I I II II II II I I II II II II IIIII ' I I I I II II II II I III B — DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SEE SITE PLAN FOR SAN DIEGO, CA 92123 CONTINUATION 619.698.9177 1 www.coargroup.com ®MCPARLANE Q ASSOCIATES D D <CO ENGINEERS coar FIRE RISER ��F •1.9e`s";1 1 1 1 6 PH; 949-296-3136 A%: 949-296-3132 PROJECT No.: 230050C FITNESS 1 11 1 1/2" CW, TO TRAP PRIMER HB-1 CONNECTION BUILDING CW SOV IN ACCESS PANEL ELEC 1115 SEE SITE PLAN FOR 2112" W� =3/4" CW CONTINUATION E E PROJECT: HB-1 'ER I W tLK L GENERAL NOTES l . FOR SAND OIL INTERCEPTOR DETAIL, SEE DETAIL 4/P3.1. 2 FOR TYPICAL ISLAND VENT DETAIL FOR KITCHEN, SEE DETAIL 7/P3.1. 3. FOR PIPING AT WATER HEATERS, SEE DETAIL 5/P3.1. 4. FOR FOX DRAIN DETAIL, SEE 1 /P3.1. 5. FOR AIR COMPRESSOR EQUIPMENT CONFIGURATION, SEE DETAIL 2/P3.1. 6. FOR CONNECTIONS AT KITCHEN SINK, SEE DETAIL 3/P3.1. 7. FOR FIRE STATION WASTE AND VENT DIAGRAM, SEE SHEET P3.3. 8. FOR STORM DRAIN SIZING AND ROUTING, SEE STORM PIPING DIAGRAM, SHEET P3.2. 9. FOR PIPE PENETRATION THROUGH FIRE RATED ASSEMBLIES, SEE DETAILS 1 /P3.5 AND 2/P3.5. 10. FOR EQUIPMENT GAS CONNECTION DETAIL, SEE 3/P3.5 11. FOR COMPLETE WATER SIZING AND DISTRIBUTION, SEE WATER DISTRIBUTION DIAGRAM 1/P3.6. CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: PLUMBING ENLARGED PLANS SHEET NUMBER: 1 � PLUMBING ENLARGED PLAN - FIRE STATION - WATER & GAS 2.2 SCALE: 1 /4" = 1'-0" P2m2 a KEYNOTES QRpF E S / 7 8 9 10 11 12 13 14 GO N w.30090 m P.. 09I30/26 x � F�NAN F OF CAI \F r___ L--- —J DESIGN GROUP G' — — — - — T"OD, DISCHARGE TO GRADE, DN-1 3/4"CD DISCHARGE TO KS-1 TRAP — — — — — — — — — C 9640 GRANITE RIDGE DR, SUITE 130 9 A SAN DIEGO, C2123 619.698.9177 I wwgroup.com D D WCo PIPING RUN IN SOFFIT OFFICE STOR „ 3/4 CD GD KS-1 1 MCPARLANE Q ASSOCIATES s z �^�^ 3"Sp 3"OD 119 118 KITCHEN o 11 II RO 29\/ II FM.I'.�•m'. A: 919-296-315"F FA%: 919-2DB-5137 PROJECT No.: 230050C I TELCOMM FC 2 10 1 120 ®� 2"S CO I I I I I 3"SD AND 3"OD, UP TO ROOF DRAINS WCo > I 3/4" CONDENSATE FROM WALL MOUNTED HVAC- - CONDENSATE DISCHARGE TO MS 2"VTR >— E UNIT TO L-1 P-TRAP SFC-2-1-1 3"VTR 4"S 411S 3"SD AND 3"OD, UP TO ROOF DRAINS o I I CONDENSATE TE FROM INTEGRAL HVAC UNIT CD 3"OD 3"SD - - PROJECT: 3"OD PUMP TO 3/4" GRAVITY CD 3"OD, DISCHARGE TO i II 3"SD � L � GRADE, DN-1 WCo 2' V . 2 S L 1 2„V 2"g MS-1 ...--- I i JAN I FC-2-1-5 CITY OF NEWPORT BEACH W 1 - k 2'V1 WC-1 F 1 - 2 S — 2 V 1 14 I 1% 3/4"CD Co 3/4"CD NEWPORT BEACH FIRE FD-1 FD-1 RR H 2 MV CP 2 2 3/4"Cp ET 2 _ 0 CONDENSATE FROM INTEGRAL HVAC UNIT CD _ _ PUMP TO 3/4" GRAVITY CD FC-2-1-6 STATION NO. 1 & LIBRARY 110 E BALBOA BLVD 113 112 2"V �� u< > o NEWPORT BEACH, CA 92661 co 4"S EE 2 S IDESK CIRCULAT ON INNER LOBBY 1 OOB CITY CONTRACT N0. C-8865-1 DF-1 2"�R o4 2% _4"S 104 — F�COC SEE SITE PLAN FOR CONTINUATION F,WPp o 4"S - 4'S OT 4"S 2'V o �I �'q NAP cIFOFz 1RR FD-1 2"V ® I GENERAL NOTES DESCRIPTION: DATE: 1. FOR SAND OIL INTERCEPTOR DETAIL, SEE DETAIL 4/P3.1. II 2 3. FOR TYPICAL ISLAND VENT DETAIL FOR KITCHEN, SEE DETAIL 7/P3.I I. FOR PIPING AT WATER HEATERS, SEE DETAIL 5/P3.1. BID SET 12/15/25 W -1 L_1 I I STACK AREA 4. 5. FOR FOX DRAIN DETAIL, SEE 1/P3.1. FOR AIR COMPRESSOR EQUIPMENT CONFIGURATION, SEE DETAIL 2/P3.1. 2V" 106 6. 7. FOR CONNECTIONS AT KITCHEN SINK, SEE DETAIL 3/P3.1. FOR FIRE STATION AND LIBRARY WASTE AND VENT DIAGRAM, SEE SHEET P3.3 AND P3.4. EE 8. 9. FOR STORM DRAIN SIZING AND ROUTING, SEE STORM PIPING DIAGRAM, SHEET P3.2. FOR PIPE PENETRATION THROUGH FIRE RATED ASSEMBLIES, SEE DETAILS I I 1/P3.5 AND 2/P3.5. ADULT STUDY 105 �I �I �I CH RENTS AREA 110 I I 3/4"CD FC-2-1-3 3/4"CD 1% 3/4"CD I _ ICO H — — — — CONDENSATE FROM _ _ _ 3/4"CD —I FC-2-1-4 INTEGRAL HVAC UNIT CD PUMP TO 3/4" GRAVITY CD PROJECT NUMBER: CONDENSATE FROM INTEGRAL HVAC UNIT CD PUMP TO 3/4" GRAVITY CD 230101 J I _I SHEET TITLE: �I PLUMBING K L 7 8 9 10 11 12 13 14 I L SHEET NUMBER: P2m3 1 PLUMBING ENLARGED PLAN - LIBRARY - WASTE & VENT P2.3 SCALE: 1 /4" = l'-0" a KEYNOTES QRpF E S / 7 8 9 10 11 12 13 14 GO N w.30090 m P.. 09I30/26 x 1/2" CW TO DF-3, SEE � F�NAN F OF CALF SITE PLAN FOR CONTINUATION -1 Lt -- L--- �-j I I I I I I I I I I I _ _ C — I I — 1/2"cw, B/G I I 1/2"CW, DN — I — I I I HB-1 — I I — — I — — I I I I— — I I I — — %� `I DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com D 12 D /RB-1 1 18 KS-1 3/4"CW ®MCPARLANE f� ASSOCIATES s�a�=� „�� E�� EE.= z .1. ., Z. Ai: 919-296-31S8 FA%: D1D-206-5137 3/41. , PROJECT No.: 230050C G I TELCOMM 120 ® I I i I I I I OFFICE 19 KI 11H N E PROVIDE WITH WHA WH CP MV ET 13/4"HWR �A"HW 1"CW �,� VI E 3/4"CW 3/4"HW 2 2"CW 3/4"HW 2 2 2 PROVIDE 3"G ? 2 I--- ITH WHA 3"G 3"G PROJECT: 3/4"CW, UP L_1 L_1 TO HB-1 WC-1 FT,12i2 1/2"G WC-1 MS-2 --- 1 1/2"G DN TO WATER HEATER CITY OF NEWPORT BEACH 1/2"TP FD-1 113 FD-1 l ' 1/2"TP FD-1 3/4°cw CONNECTION I I � NEWPORT BEACH FIRE STATION N0. 1 &LIBRARY V21/2"G 2 CW � 1 „CW I 1 1 /4"CW i 0 flft�ol I I W HI 110 E BALBOA BLVD 2°cw � 2"CW 3/4"Cw o 3/4"CW NEWPORT BEACH, CA 92661 1"HW 3/4"HW JAN EEEI CIRCULATION <3/4"CW PIPING RUN IN SOFFIT CITY CONTRACT NO. C-8865-1 -El 14 DESK ° l04 o - DF-1 ° 3/4"HW o �� 0 2 CW F0VVLL 3/4" W 2 CW ^ 3/4"CW 3/4"HW GENERAL NOTES DESCRIPTION: DATE: 1. FOR PIPING AT TURNOUT WASHER AND CATCH BASIN, SEE DETAIL 6/P3.1. FD 1 2. FOR SAND OIL INTERCEPTOR DETAIL, SEE DETAIL 4/P3.1. TYPICAL3. FOR ISLAND VENT DETAIL SEE DETAIL 7/P3.1. BID SET 12/15/25 RR `. 111 STACK AREA 106 4. 5. FOR PI PING AT WATER HEATERS, SEE DE AIL 5/ 3.1 FOR FOX DRAIN DETAIL, SEE 1/P3.1. l L_1 6. FOR AIR COMPRESSOR EQUIPMENT CONFIGURATION, SEE DETAIL 2/P3.1. f WC-1 7. FOR CONNECTIONS AT KITCHEN SINK, SEE DETAIL 3/P3.1. 3/4"CW 8. FOR FIRE STATION AND LIBRARY WASTE AND VENT DIAGRAM, SEE SHEET P3.3 AND P3.4. 9. FOR STORM DRAIN SIZING AND ROUTING, SEE STORM PIPING DIAGRAM, EESHEET P3.2. PROVIDE WITH WHA HB-1 10. FOR PIPE PENETRATION THROUGH FIRE RATED ASSEMBLIES, SEE DETAILS 1 /P3.5 AND 2/P3.5. 11. FOR EQUIPMENT GAS CONNECTION DETAIL, SEE 3/P3.5. 12. FOR COMPLETE WATER SIZING AND DISTRIBUTION, SEE WATER DISTRIBUTION DIAGRAM 1 /P3.6. ADULT STUDY 105 cI I RENTS AREA 110 J� 3/4"CW I I I I I I 777-1 I I I p H - 0 - - - - - - - - - - - - - - � - I I PROJECT NUMBER: 314"CW � 230101 J I I _I SHEET TITLE: HB 1 El K - - - - - - - - - - - - - - - - K ENLARGED PLANS - - - - - � - I - - - - - - � - - - - T— - I - - - L 7 8 9 10 11 12 13 14 I L SHEET NUMBER: P2m4 1 PLUMBING ENLARGED PLAN - LIBRARY - WATER & GAS P2.4 SCALE: 1 /4" = l'-0" ISEE PLANS FOR SIZE AND CONTINUATION I I I I IIVVJ VI\ V BEND TRAP NOTES: 1. ALL CONDENSATE PIPING SHALL BE COPPER TYPE "M". 2. ALL CONDENSATE PIPING SHALL BE INSULATED. 3. SEE PLANS FOR PIPE SIZES, BUT IN NO CASE SHALL BE SMALLER THAN AC UNIT CONNECTION. 4. VERIFY AC UNIT CONNECTION AND LOCATION OF VENT WITH AC UNIT MANUFACTURER. 5. AC UNIT WITH OVERFLOW SENSOR AND ALARM BY CONTRACTOR. CONDENSATE DRAIN DETAIL INO SCALE NOTES: SEE PLANS FOR LOCATION OF FIXTURE AND PIPING. � ISLAND VENT DETAIL NO SCALE BLOW THRU TYPE DRAW THRU TYPE A = SP + 1" MINIMUM A = (SP x 1.5) + 1" MINIMUM B = SP + 1/2" MINIMUM B = (SP x 0.5) MINIMUM SP = SYSTEM STATIC PRESSURE IN INCHES O SINK OR LAVATORY O 2" VENT THRU ROOF O FLOOR ® WYE BRANCH FITTING O 2" RETURN VENT O WALL O 2" FOOT VENT, (20' MAX.), SLOPE AT 1/4" PER FOOT. 10 WALL CLEANOUT 0 2" WASTE, SLOPE AT 1/4" PER FOOT. © INSTALL PIPE AS HIGH AS POSSIBLE FOR CONTINUATION OF PIPING, SEE PLUMBING PLANS """SHED CEILING /ARIOUS AREAS) D WALL JDENSATE LINE IN WALL SURFACE MOUNT AS WIRED (SIZE PER PLANS) � CONDENSATE DRAIN AT MOP SINK REMOVABLE OPEN GRATE REMOVABLE SOLID COVER CONCRETE BASIN runnl Irn nnl irnnr"IT INLET PIPE ABOVE WATER LEVEL GRASS REM( ALUMINUM Al 48" 61 48" 6" 9166 SAND AND GRASS INTERCEPTOR BASIN: FIELD BUILT, WALL AND FLOOR MATERIAL TO BE CONCRETE REINFORCED WITH NUMBER 4 REBAR. COVER: SOLID COVER, 1/4" DIAMOND PLATE STEEL COVER WITH 2-1/2" x 2-1/2" x 3/16" ANGLE IRON SUPPORT WELDED TO BOTTOM OF STEEL PLATES. OPEN GRATE COVER, 3/16" x 1" BAR GRATE WITH WELDED CROSS BARS, 2-1/2" x 2-1/2" x 3/16" ANGLE IRON SUPPORTS WELDED TO BOTTOM OF COVER. GRASS SCREEN: ALUMINUM SHEET WITH 1/4" HOLES TO HAVE 75% +/- FREE AREA. MOUNT ON 2" x 2" x 3/16" ANGLE EDGE WITH ANGLE SUPPORT LEDGE MOUNTED AT ANGLE, SECURE WITH STAINLESS BOLTS. GRASS SCREEN TO BE REMOVABLE FOR CLEANING. SAND OIL SEPERATOR DETAIL NO SCALE 2" COLD WATER SUPPLY 7 3/4" HOT WATER RETURN LINE P3.1 1 1/2" HOT WATER SUPPLY TO BUILDING WALL SUPPORT MV � SET AT 1107 \ 1 / TEMPERATURE GAUGE, TYP. — 2" COLD WATER SUPPLY VENT PIPE BY MECHANICAL FLOW ARROW 11/2"CW11/2"HW� 1 1/2" CW AIR RELIEF VALVE 1 1/2" CW AQUASTAT T&P RELIEF CID 1 — 1" CW VALVE CHECK Z ET VALVE, TYP. 1 -7 HOSE BIBB C. —0) 3/4" HWR 7 SHUT OFF VALVE, CO TYP. 1 1/2" CW 1 1/2" HW TO WATER HEATER COLD WATER INLET C HOT WATER INLET ----- I CW SUPPLY TO WATER HEATER /41 HEAT TRAP TEMPERATURE AND PRESSURE RELIEF i DISCHARGE TO MOP SINK. PROVIDE WITH MIN. V AIR GAP. SLOPE @ 1% MIN. / CONDENSATE DISCHARGE TO MOP SINK. PROVIDE WITH MIN. 1" AIR GAP. SLOPE @ 1% MIN. NOTE: FOR HORIZONTALLY MOUNTED PUMPS, AN AIR RELEASE VALVE SHALL BE INSTALLED WITHIN 4 FT OF THE PUMP INLET IN ACCORDANCE WITH THE BUILDING ENERGY EFFICIENCY STANDARDS SECTION 110.3 (C)4. THE AIR RELEASE VALVE IS NOT REQUIRED WHEN PUMPS ARE INSTALLED IN A VERTICAL POSITION. WATER HEATER PIPING DETAIL WH 1 DD400 Diversion Svstem Model: DD400 Manufacture; Fox Environmental SysWms Max Working Pressure: 170 PS[ Grate Class: Class B Medlum Duty Rpm Compliant with ASSE1013 Note: This is a schematic represer tatlon only. Slab size and gradient to engineers details as arranged by customer. All plumbing and elec�hical cunnedtlQrks to be Installed by certMed tradesmen In accordance with relathre authorities requirements. Tradesmen to be engaged by the purdra,er. Plan�rnent of UPC Shield Model; 131134M Manufacture. Fm Em jronnxnt�l Sr. ems Max Wlassgl ssBHC:yD PR Duty Grate Class: ass B Fleatil'jr Duty RP[z; bmF-llanr 4th AS5E101j TIC 2N OS 1 WATER HEATER SET AT 140°F HOLDRITE QS-120 SEISMIC RESTRAINT T&B, FASTEN TO 4X STUD OR 4X BLOCKING W/ 3/8 DIA LAG SCREW W/ 2 1/2" EMBEDMENT (TYP. OF 2) GAS CONTROL VALVE 1 1/4" GAS SUPPLY TO WATER HEATER SEDIMENT TRAP DRAIN PAIN APPROVED 18" PREFABRICATED SUPPORT STAND. ANCHOR TO SLAB. FINISHED FLOOR Stone Basket Fax bemand Valve 1"NPT Threds Must be protected by RP27D oompllant with �iSSE1013 Drive Llne (by oftrs) J"OD CoppQrtub4 ter,, Plan All wash -down paints must come from this point. JInstall DrW Line Mth 9V bend to enable dismnnectlon at valve. 18 1/2 Protilde concrete thickening around M Note: Do not dlstwt pit walls when compacting concrete. Do not vlbrate concrete near pit; If Installed In bitumen a concrete qAlar must be provided. 4"o Outlet q. To Stnrmwaber um Use, 4 " Femoa 1056f7;2a Fax Diversion Valve Equal Far Pipe Cartne 4"o Set n bedding Tote sand or similar. Vp, 4'" F�jr!FKO 10-56&44 qr Equal For Pipe Connections. FOX DEMAND DRAIN DETAIL NO SCALE OIL DRAIN STEEL MOUNTING FRAME SEISMIC STRAP BOLTED TO STRUCTURE OIL SEPARATOR TO FLOOR SINK ELECTRONIC AIR VALVE BOLT EACH LEG TO CONCRETE SLAB (TYPICAL) VIBRATION ISOLATION MATERIAL UNDER SUPPORT, PROVIDED BY MANUFACTURER (TYPICAL) 1 INA Q000D SAFETY GUARD SCREEN BEYOND AFTER COOLER MOTOR PRESSURE GAUGE RECEIVER MIN 3/8" LAG SCREWS (2" MIN EMBED) EACH ATTACHMENT POINT COMPRESSED AIR TO BUILDING AF 1 2/3 x TOTAL HEIGHT OF COMPRESSOR CONCRETE SLAB 1/2" x 2 1/4" KWK BBOLT AT EA ANCHOR LOCATION (TYP OF 3) AIR FILTER BYPASS L -- INTELLEGENT PNEUMATIC FLOW & AF PRESSURE 1 CONTROLLER AD 1 REFRIGERATED AIR DRYER, MOUNT ON SHELF OR ELEVATED SUPPORT PLATFORM CO &m Uj .30090 P.:09/30/26 �gT��OHA N � GP� F OF CA`�Fo DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com ®MCPARLANE Q ASSOCIATES Spa EEaz '. F: PH: 949-296-3136 FA%: 949-296-313� PROJECT No.: 230050C PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 1C.'m I- ��0>\ H DESCRIPTION: DATE: BID SET 12/15/25 AIR COMPRESSOR DETAIL 2 NO SCALE P3.1 SINGLE LEVER FAUCET COUNTER TOP KS-1 AIRGAP FITTING CONNECT DRAIN FROM PROJECT NUMBER: DISHWASHER TO DISPOSAL VIA AIRGAP FITTING 230101 FLEXIBLE CONNECTION (TYPICAL) 1/2"COLD WATER WITH SHEET TITLE: CAPPED BALL VALVE PLUMBING ANGLE STOP (TYPICAL) FOR CONNECTION TO FUTURE WATER FILTER DW O O BALL VALVE (TYPICAL) DETAILS WALL CLEANOUT "P"TRAP FINISHED FLOOR KITCHEN SINK DETAIL 0 UNION (TYPICAL) 1/2"HOT WATER CONNECT TO DISHWASHER SHEET NUMBER: P3ml NO SCALE NO SCALE NO SCALE 3"OD, DISCHARGE TO GRADE POC 3" SD TO CIVIL 00. 2" RD/OD-2 (40SF) RD/OD-1 400SF) 3"OD, DISCHARGE TO GRADE DD-1 (250SF) D, DISCHARGE 3RADE - POC 3" SD TO CIVIL OQRpFE S/ � GO N m w .30090 P.:09/30/26 FcHAN \ GQ �Q q�F OF CAL \FG�� cDar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com ®MCPARLANE Q ASSOCIATES SEaENGINEERS M: 949-295-31M FM: 9-296-3137 PROJECT No.: 230050C PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 FAr DESCRIPTION: BID SET PROJECT NUMBER: 230101 DATE: 12/15/25 SHEET TITLE: PLUMBING STORM DRAIN DIAGRAM SHEET NUMBER: 3D STORM AND OVERFLOW STORM DRAIN ISOLATED DIAGRAM NO SCALE P3m2 nIll1 ff AT TMA011 rAI �I f 0 1 1 M r 4"S (0 DFU) 4"S P( 4"S (0 DFU) U) coar DE IGN GROUP 9640 GRANITE RI E DR, SUITE 130 SAN DIEG , A 92123 619.698.91771 coargroup.com ®MCPARLANE Q ASSOCIATES SEaENGINEERS PH: 949-295-3135 FA%: 9" 295-313, PROJECT No.: 230050C PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 FAr DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: PLUMBING W&V DIAGRAM - FIRE STATION SHEET NUMBER: 3D WASTE AND VENT ISOLATED DIAGRAM - FIRE STATION NO SCALE P3m3 2"V (4 DFU) 2"V (2 DFU) WCC k� wl 3D WASTE AND VENT ISOLATED DIAGRAM - LIBRARY NO SCALE 4"S POC TO CIVIL (26.5 DFU) coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com ®MCPARLANE Q ASSOCIATES SEaENGINEERS PH: 949-295-3135 FM: 949-295-3137 PROJECT No.: 230050C PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 FAr DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: PLUMBING W&V DIAGRAM - LIBRARY SHEET NUMBER: P3m4 C CR E P IN x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x ver ' mi x x x x x Compacted Fill Tensar lnterAx NX850 Bedding Sand or 2-Sack Slurry Concrete NOTES: 1) Geogrid should overlap in accordance with manufacture's specifications. 2) The geogrid placed at the building pad excavation bottom for rough grade may need to be penetrated through for installation of utilities; the contractor should take measures to prevent unncessary disturbance where excavations extend through the previously placed geogrid. GEOGRID TRENCH DETAIL NO SCALE concrete UL/cUL SYSTEM NO. WL5029 INSULATED METAL PIPE THROUGH 1-HR. OR 2-HR. GYPSUM WALL ASSEMBLY F RATING = 1-HR. AND 2-HR. T RATING = (SEE U.L. FIRE RESISTANCE DIRECTORY) L RATING AT AMBIENT = 4 CFM/SQ. FT. L RATING AT 400°F = LESS THAN 1 CFM/SQ. FT. FRONT VIEW NOTES: 1. MAXIMUM DIAMETER OF OPENING = 18". 2. ANNULAR SPACE = MINIMUM 0", MAXIMUM 1 7/8". 3. VERIFY THIS DETAIL WITH SIMILAR DETAILS SHOWN ON THE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. IF DETAILS DIFFER FROM EACH OTHER, THE ARCHITECTURAL AND/OR STRUCTURAL DETAILS SHALL BE FOLLOWED. SECTION 1. GYPSUM WALL ASSEMBLY (UL/ULC CLASSIFIED U300 OR U400 SERIES) (1- HR. OR 2-HR. FIRE RATING) (2-HR. SHOWN). 2. PENETRATING ITEM TO BE ONE OF THE FOLLOWING A. MAXIMUM 12" NOMINAL DIAMETER STEEL PIPE (SCHEDULE 20 OR HEAVIER). B. MAXIMUM 6" NOMINAL DIAMETER COPPER PIPE. C. MAXIMUM 4" NOMINAL DIAMETER STEEL CONDUIT. D. MAXIMUM 4" NOMINAL DIAMETER EMT. 3. MAXIMUM 2" THICK GLASS -FIBER PIPE INSULATION. 4. MINIMUM 3/4" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT. 5. MINIMUM 1/2" BEAD HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT AT POINT OF CONTACT. PIPE PENETRATION DETAIL - INSULATED PIPE NO SCALE UL/cUL SYSTEM NO, CAJ1291 METAL PIPE THROUGH CONCRETE FLOOR/WALL OR BLOCK WALL F RATING = 2-HR. T RATING = 0-HR. TOP VIEW as SECTION NOTES: 1. CONCRETE FLOOR OR WALL ASSEMBLY (2-HR FIRE -RATING): A. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR OR WALL. 1. MAXIMUM DIAMETER OF OPENING = 30 3/4" B. ANY UL/ULC CLASSIFIED CONCRETE BLOCK WALL. 2. ANNULAR SPACE = MINIMUM 0", MAXIMUM 3/4" 2. PENETRATING ITEM TO BE ONE OF THE FOLLOWING: 3. STEEL FLOOR UNIT/FLOOR ASSEMBLY (NOT SHOWN) - THE FLOOR ASSEMBLY MAY A. MAXIMUM 30" NOMINAL DIAMETER STEEL PIPE (SCHEDULE 10 OR ALSO CONSIST OF MINIMUM 2 1/2" CONCRETE OVER (1 1/2" TO 3" DEEP) FLUTED METAL HEAVIER). DECK. B. MAXIMUM 30" NOMINAL DIAMETER CAST IRON PIPE. 4. MINIMUM 1/2" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT IS REQUIRED C. MAXIMUM 6" NOMINAL DIAMETER COPPER PIPE. ON BOTH SIDES OF A WALL ASSEMBLY. D. MAXIMUM 6" NOMINAL DIAMETER STEEL CONDUIT. 5. VERIFY THIS DETAIL WITH SIMILAR DETAILS SHOWN ON THE ARCHITECTURAL AND/OR E. MAXIMUM 4" NOMINAL DIAMETER EMT. STRUCTURAL DRAWINGS. IF DETAILS DIFFER FROM EACH OTHER, THE 3. MINIMUM 1/2" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT. ARCHITECTURAL AND/OR STRUCTURAL DETAILS SHALL BE FOLLOWED. 4. MINIMUM 1/4" CROWN HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT APPLIED AT POINT OF CONTACT. PIPE PENETRATION DETAIL - UNINSULATED PIPE NO SCALE LOW PRESSURE GAS PIPE UNDERWRITERS LABORATORY LISTED, GAS PLUG AMERICAN GAS OR BALL ASSOCIATION APPROVED VALVE FLEXIBLE CONNECTION �� IIIIIIIII///llllll� IF LOCATED OUTSIDE RATED FOR OUTDOOR USE SEDIMENT TRAP PER 2022 CPC SECTION 1212.9 GAS FIRED EQUIPMENT (FURNACE) DIELECTRIC UNION 2 P3.5 cow DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO CA 92123 619.698.9177 I www.coargroup.corn ®MCPARLANE • Q ASSOCIATES Spa EE95 PH: 949-295-3135 FM: 949-296-3137 PROJECT No.: 230050C PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: PLUMBING DETAILS SHEET NUMBER: EQUIPMENT GAS CONNECTION DETAIL NO SCALE 3 P3.5 P3m5 ROOF 1 1/2"CW (19) 1 1/2"CW (13.5) 3/4"CW (1) HB 1 1/21CW (8� 1 1/2"HW (13) 1 1/2"HW (10) 1 1/2"HW (16) 3/4"HW (3) 3/4"HW (3) 1 1/2"HW (7) 3/4"CW (0) 1"CW (5.5) 1"CW (5.5) Ic 1 1/2"CW (7) 3/4"HW (3) 1/2"CW (0) 1 _t I LEGEND: RB RB RB 2"CW (22) 2 CW (18) O L WC SH L SH WC TP WB MS 3/4"CW (1) HB AT APP. 1 1/2"HW (20) KS-1 3/4"HW (3) COLD WATER PIPING - C BAY ROOF 1"CW 4 1 1/2"HW (24) - O HB AT ROOF 3/4"HW (2) 2 1/2"CW 71.5 2 1/2"CW 69.5 1 1/2"CW 19 1 1/2"HW (16) O - 2"CW (21) 1 HW (4) (14.5) HOT WATER PIPING -- LEVEL 2 ( ) ( ) ( ) 1 1/2"HW (18) 2"CW (12) 1 1/2"HW (26) 1'HW (4) 1 1/2"HW (27) 1 1/2"CW (3) HOT WATER RETURN PIPING - - - 1 - 1 1/2"HW (27) 1 1/2"CW 2"CW (28) _ 3/4"CW (2)O 3/4"HW (1) 3/4"HW (1) 3/4"HW (1) g00.'3m-1 2"CW (8) _ - WH ET MV nip O 2"CW (7) 2"CW (6) 2"CW (6) 1 `�_ - ►��4 1 1 1 1 1/2"CW (19.5) 2 CW (6) 2"CW (28) 1 1 2 1/2"CW (50) j l j 1 WATER HEATING EQUIPMENT. FOR 1 I 3/4"CW (3) 1 1 1 1 PIPING DETAIL, REFER TO 5/P3.1 TRASH 3/4"HW (3) 1 ENCLOSURE BALANCING VALVE, TYP. HOSE BIBB 1 I 1 11 1 h 3/4"HWR HB Hg i HUB DRAIN DF TP DS HB AT HB AT DSH WB TP L WC HB MS L WC DF L WC L WC 2 1/2"CW (71.5) HB i TP APP. BAY APP. BAY LEVEL 1 CONNECT FOX DRAIN SOV IN YARD DIVERTER VALVE TO BOX HOSE BIBB FOR WASHDOWN WATER METER & RPBP 1"HW (6) 1 1/4"CW (8.5) 1 1/4"HW (9) 1 1/4"CW 3/4"HWR 1"CW (5.5) 3/4"HW (2) I WH ET 2 2 j 1 MV CP 2 2 WATER HEATING EQUIPMENT. FOR MS PIPING DETAIL, REFER TO 5/P3.1 ROOF 1"CW (3.5) LEVEL 2 f 3/4"CW (2) 3/4"CW (1) 3/4"CW (2.5) 3/4"HW (2) 1 1 1 1 HB RB KS HB HB 1/2"CW (0.5) EXTERIOR DF ■yvj-imi coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com ®MCPARLANE CZ ASSOCIATES SCOENGINEERS PH: 949-296-3135 FM: 949-296-3137 PROJECT No.: 230050C PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: PLUMBING WAT E R DISTRIBUTION DIAGRAM SHEET NUMBER: WATER DISTRIBUTION DIAGRAM NO SCALE P3m6 SITE SYMBOLS LEGEND COMMUNICATION LEGEND POWER LEGEND GENERAL SYMBOLS LEGEND ELECTRICAL ABBREVIATIONS QROFESS/pN NATN�< F OHP OHP NEW CONDUIT AND/OR CONDUCTOR LINE. SEE BELOW FOR TYPICAL DESIGNATIONS COORDINATE THE EXACT MOUNTING AND LOCATION OF ALL WIRING DEVICES AND O SHEET NOTE REFERENCE A AMPERES z m Q N . E 210 0 WALL MOUNTED COMMUNICATION OUTLET MOUNTED AT 18" UNO. PROVIDE 3/4" C.O. TERMINATE IN ACCESSIBLE CEILING WITH ALL CONDUITS WITH OTHER TRADES PRIOR TO ROUGH -IN. SEE ARCH PLANS FOR EXACT DEVICE LOCATIONS. ADA AMERICANS WITH DISABILITIES ACT A.F.F. ABOVE FINISHED FLOOR E P 03/ 1/ 7 —X--OHP X OHP—*- EXISTING TO BE DEMOLISHED CONDUIT AND/OR INSULATED BUSHING. (2)RJ45 JACKS �9' 9' DETAIL NUMBER DESIGNATION AIC AMPS INTERRUPTING CURRENT cP P CONDUCTOR. SEE BELOW FOR TYPICAL DESIGNATIONS IF 9 f 3 ALT. ALTERNATE F OF CAUFO (X)OHP (X)OHP— EXISTING CONDUIT AND/OR CONDUCTOR LINE TO WALL MOUNTED VOICE OUTLET AT +18" UNO. T PROVIDE 3/4" C.O. TERMINATE IN ACCESSIBLE CEILING WITH DUPLEX QUAD DUPLEX QUAD DUPLEX E1 SHEET ON WHICH DETAIL IS LOCATED ATS AUTOMATIC TRANSFER SWITCH BLDG BUILDING 005-150 CONDUCTOR. SEE BELOW FOR TYPICAL DESIGNATIONS INSULATED BUSHING. (2)RJ45 JACKS GFI GFI WITH USB C CONDUIT UP - UNDERGROUND PRIMARY ] CONDUIT STUBOUT CB CIRCUIT BREAKER TYPICAL US - UNDERGROUND SECONDARY WALL MOUNTED DATA OUTLET AT +18" UNO. y PROVIDE 3/4" C.O. TERMINATE IN ACCESSIBLE CEILING WITH RECEPTACLE, NON -LOCKING TYPE GROUNDING 120V - 20A. CFCI CONTRACTOR FURNISHED, CONTRACTOR INSTALLED DESIGNATIONS TO BE UC - UNDERGROUND COMMUNICATIONS USED IN CO - CONDUIT ONLY INSULATED BUSHING. (2)RJ45 JACKS MOUNTED AT +18 AFF UNO. SHADED REPRESENTS ABOVE FLEXIBLE CONDUIT CFL COMPACT FLUORESCENT LAMP DESIGN GROUP CONJUNCTION WITH CHIP - OVERHEAD PRIMARY O O CEILING MOUNTED DATA OR VOICE/DATA OUTLET. COUNTER OR +42" AFF. � CKT CIRCUIT C.O. CONDUIT ONLY 9640GRANITE RIDGE CONDUIT SYMBOLS OHS - OVERHEAD SECONDARY �j�f ¢� �� HOMERUN TO PANEL AND CIRCUITS INDICATED. NUMBER CONCCONCRETE GO,CA 2123SUITE130 SANDIEGO,CA92123 619.698.91�� i WWW.�oargroUp.�om CHIC -OVERHEAD COMMUNICATIONS WIRELESS ACCESS POINT (WAP) @ A-1 ADJACENT TO CIRCUIT DENOTES WIRE SIZE OTHER THAN . CX CONNECT TO EXISTING CIRCUIT WAP DUPLEX QUAD DUPLEX QUAD DUPLEX #8 #12 FOR ALL CONDUCTORS UNO. CU COPPER ® NEW HANDHOLE x EXISTING HANDHOLE FLOOR DATA OR VOICE/DATA OUTLET. VERIFY EXACT LOCATION a WITH ARCHITECT GFI GFI WITH USB dBA DECIBELS DIST. DISTRIBUTION ELEN NEW MANHOLE r �'� EXISTING MANHOLE DWG. DRAWING M M WALL OR FLOOR VOICE/DATA CONNECTION TO MODULAR SPLIT YOLK HALF CONTROLLED RECEPTACLE NON -LOCKING TYPE 120V-20A. GENERAL GENERAL NOTES EG EQUIPMENT GROUND CONSULTING N FURNITURE. VERIFY EXACT LOCATION WITH FURNITURE CONNECT SWITCH LEG BETWEEN RELAY POWER PACK AND OCCUPANCY CONTROLS EGB ELECTRICAL GROUND BUS ~wEE E,�=A oE� SUPPLIER FOR AUTOMATIC SHUT OFF. CONTROLLED RECEPTACLES SHALL HAVE PERMANENT EM EMERGENCY GENERATOR SUBSTATION MARKING TO DIFFERENTIATE THEM FROM UNCONTROLLED RECEPTACLES. (CEC 1. ALL GROUNDING PER NEC. 2. ELECTRICAL TO VERIFY EXACT LOCATION RECEPTACLES IN ETC ET CETERA TITLE 24 SECTION 130.5(D)). PROVIDE FACEPLATE PER NEC 406.3(E). CONTRACTOR OF EPO EMERGENCY POWER OFF BUTTON OS PA SPEAKERS TEL/COM ROOMS PRIOR TO ROUGH -IN. EWC ELECTRIC WATER COOLER PAD MOUNTED SWITCH PAD MOUNTED TRANSFORMER S1 AV SPEAKERS SURFACE MOUNTED RECEPTACLE, NON -LOCKING TYPE, GROUNDING. 3. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH ALL OTHER DOCUMENTATION. COORDINATE WITH ALL OTHER TRADES FOR EQUIPMENT LOCATIONS. EXIST. (X) EXISTING FA FIRE ALARM FACP FIRE ALARM CONTROL PANEL FT1 WALL MOUNTED 911 TELEPHONE CEILING MOUNTED DUPLEX OR QUAD ®RECEPTACLE, 4. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND MOUNTING HEIGHT OF ALL RECEPTACLES AND DEVICES. FCC FIRE CONTROL CENTER FLA FULL LOAD AMPS NON -LOCKING TYPE, GROUNDING. Q WEATHERPROOF POWER JUNCTION BOX TELEVISION SEMI -RECESSED DATA OUTLET PROVIDE (1) 1-1/2"C.O. 5. COORDINATE WITH EQUIPMENT MANUFACTURER FOR LOCATIONS AND CONNECTIONS. GD GARBAGE DISPOSAL TV GFI GROUND FAULT INTERRUPTER ♦♦ TO ACCESSIBLE CEILING WITH INSULATED BUSHING. ®® POWER FLOOR BOX. 6. VERIFY ALL MECHANICAL EQUIPMENT LOCATIONS WITH MECHANICAL AND GND GROUND J WEATHERPROOF DATA JUNCTION BOX ARCHITECTURAL DRAWINGS PRIOR TO ROUGH -IN. HD HAND DRYER PROJECT: IF RECEPTACLE LOCATED OUTSIDE CONTRACTOR SHALL PROVIDE 7. COMPLY WITH CITY OF NEWPORT BEACH AMENDMENTS TO 2022 CEC. USE RIGID HORIZ. HORIZONTALLY MOUNTED SPEAKER VOLUME CONTROLLER AT +48" A.F.F. WEATHERPROOF ENCLOSURE AND IN -USE COVER. METAL CONDUIT IN ALL AREAS EXPOSED TO WEATHER. USE GROUND WIRE HP HORSEPOWER CITY OF NEWPORT BEACH INSIDE ALL FLEXIBLE METAL CONDUITS. METAL CONDUIT SHALL NOT BE KCMIL THOUSAND CUBIC MILLIMITERS SITE LIGHTING LEGEND APP BAY ROLL UP DOOR CONTROLLER T M M P P WALL OR FLOOR POWER CONNECTION TO MODULAR FURNITURE. 4 VERIFY EXACT LOCATION WITH FURNITURE SUPPLIER. INSTALLED IN CONTACT WITH EARTH. KVA KILOVOLT -AMPERES KW KILOWATTS NEWPORT BEACH FIRE STATION NO.1 & LIBRARY SEISMIC GENERAL NOTES JB JUNCTION BOX El-o-ODP APP BAY ROLL UP DOOR PHOTO SENSOR O CEILING JUNCTION BOX JP JOCKEY PUMP LC LOCKABLE ENCLOSURE 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 LUMINAIRE(S) POLE MOUNTED WITH ARM. TYPE AS NOTED. 0-0 WALL/SURFACE MOUNTED JUNCTION BOX T 1. THE SEISMIC ANCHORAGE OF ELECTRICAL EQUIPMENT SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE SECTION 16. LTG LIGHTING MCA MINIMUM CIRCUIT AMPS CITY CONTRACT NO. C-8865-1 DS APP BAY ROLL UP DOOR CONTROL STATION CONTROLS WITH (IBC) MCC MOTOR CONTROL CENTER O LUMINAIRE(S) POLE MOUNTED ON TOP. TYPE AS NOTED. "OPEN -STOP -CLOSE" FUNCTION. J❑ FLOOR MOUNTED JUNCTION BOX 2. FOR EQUIPMENT WEIGHING LESS THAN 400 LBS AND WHERE DETAILS ARE NOT MEGB MAIN ELECTRICAL GROUND BUS MEP MECHANICAL, ELECTRICAL, PLUMBING �WPO SHOWN, THE FIELD INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE CR WALL MOUNT CARD READER. ROUTE 3/4 C.O. TO SECURITY PANEL. COORDINTE CONDUIT AND ADDITIONAL REQUIREMENTS WITH SECURITY SHOP DRAWINGS. SPECIAL NEMA CONFIGURATION RECEPTACLE TYPE DESIGNATIONS: AT FLOOR - STRUCTURAL ENGINEER AND THE JURISDICTION HAVING AUTHORITY AND SHALL BE CAPABLE OF RESISTING THE FORCES PRESCRIBED IN IBC SECTION 16. MIC MICROWAVE MIN MINIMUM MOP MAXIMUM OVERCURRENT PROTECTION <C � HVAC POWER LEGEND GROUND BUS ANS FOR CONE IGURATIONSEE PLOUNTED NONE L5-30R A = L6-30R 3. OVERHEAD MOUNTED EQUIPMENT WEIGHING 31 POUINDS OR MORE SHALL BE MTD MOUNTED V �r CEILING MOUNTED SPECIAL NEMA B = L6-20R SUPPORTED AND BRACED IN ACCORDANCE WITH AT/FP REQUIREMENTS PER UFC MTGB MAIN TELECOMMUNICATION GROUND BUS MTG. HT. MOUNTING HEIGHT c �.J NON -FUSIBLE DISCONNECT SWITCH (RATINGS AS NOTED) ® CONFIGURATION RECEPTACLE MOUNTED AT C = L21-20R 4-010-01THIS REQUIREMENT IS IN ADDITION TO NON-STRUCTURAL SEISMIC . NIC NOT IN CONTRACT/FOR NAP 12 WIDE CABLE TRAY, 4 DEEP (NOMINAL) TYPICAL UNO +18" AFF UNO. SEE FLOOR PLANS FOR D = L15-30R REQUIREMENTS. DISTRIBUTION SYSTEMS ARE EXEMPT FROM THIS REQUIREMENT. NFPA NATIONAL FIRE PROTECTION ASSOCIATION FUSIBLE DISCONNECT SWITCH (RATINGS AS NOTED) CONFIGURATION. NL NIGHT LIGHT DESCRIPTION: DATE: MOTOR STARTER (NEMA SIZE AS NOTED) ® COORDINATE THE EXACT MOUNTING OF ALL CABLE TRAY SUPPORTS AND EQUIPMENT SIZES SHOWN ON PLANS ARE NOT EXACT. CONTRACTOR IS RESPONSIBLE TEL DATA SYSTEM PE NOTES S S / O SCOPE S NTS NOT TO SCALE OC ON CENTER 2 ALL CONDUITS WITH OTHER TRADES PRIOR TO ROUGH -IN. FOR ENSURING EQUIPMENT CLEARANCES ARE MET BASED ON ACTUAL SIZE. OFCI OWNER FURNISHED, CONTRACTOR INSTALLED BID SET 12/15/25 COMBINATION FUSIBLE DISCONNECT SWITCH AND MOTOR r----------------1 1. LOW VOLTAGE CONTRACTOR SHALL SUPPLY ALL REQUIRED COMPONENTS, P POLE 2 STARTER, (NEMA SIZE AS NOTED), 3P, 600 VAC MAXIMUM SECURITY CAMERA ROUGH -IN. PROVIDE J-BOX AND 314" C.O. CABLING AND SUPPORTING STRUCTURES REQUIRED FOR A FULLY FUNCTIONAL PB PULL BOX RATING TERMINATE INTO ACCESSIBLE CEILING WITH INSULATED SWITCHBOARD OR MCC ® TRANSFORMER SYSTEM. PH PHASE PIV POST INDICATOR VALVE TOGGLE TYPE FRACTIONAL HP MANUAL MOTOR STARTER WITH BUSHING UNO. 2. PROVIDE RACK MOUNTED GIGABIT SWITCHES AND PATH PANELS REQUIRED TO PNL PANEL T THERMAL OVERLOADS (DELETED IF FOR DISCONNECT USE ONLY) F'--"--- TERMINATE ALL DATA DROPS THROUGHOUT BUILDING, AND 20% SPARE CAPACITY. POC POINT OF CONNECTION AND HANDLE GUARD/LOCK-OFF, 2 POLES (VERIFY WITH BRANCH r SWITCHES AND PATCH PANELS TO ALTERNATE WITHIN RACK. PVC POLYVINYL CHLORIDE CIRCUIT) RCP REFLECTED CEILING PLAN E0 ` 3. PROVIDE (2) 42U FREE STANDING TELECOM CABINETS WITH LOCKABLE FRONT, AND RECEIPT RECEPTACLE PANEL BOARD (SURFACE) `_3 PANEL BOARD (FLUSH) REAR DOORS, WITH REMOVABLE SIDE PANELS. (1) FOR LOW VOLTAGE REQ'D REQUIRED T EMERGENCY POWER OFF INFRASTRUCTURE EQUIPMENT, AND ONE FOR STATION IT EQUIPMENT. RGS RIGID GALVANIZED STEEL IF EQUIPMENT LOCATED OUTSIDE CONTRACTOR SHALL PROVIDE NEMA 3R LIGHTING CONTROL PANEL ELEC GROUND BUS LCP 4. PROVIDE ALL PATCH CABLES (CAT6A) BETWEEN SWITCHES AND PATCH PANELS, AS SEC SECURITY SHT SHEET ENCLOSURE FOR DISCONNECTS. WELL AS BETWEEN OFCI EQUIPMENT AND SWITCHES. S.N. SOLID NEUTRAL SP SUMP PUMP SWITCH LEGEND LIGHTING LEGEND 5. EACH DATA OUTLET WILL CONSIST OF (2)CAT6A CABLES, CONDUIT, BOX AND 4- SPD SURGE PROTECTION DEVICE PORT FACE PLATE, UNLESS NOTED OTHERWISE. SS STAINLESS STEEL GR SINGLE LINE LEGEND MOUNT WALL SWITCHES AT 42" AFF TO CENTER OF THE SWITCH UNO. VERIFY ALL COORDINATE THE EXACT MOUNTING AND LOCATION OF ALL LIGHTING, SUPPORTS AND 6. REFER TO DIVISION 27 SPECIFICATIONS FOR ADDITIONAL INFORMATION. TC T RIMINALEAR CABINET CONTROL LOCATIONS AND TYPES WITH CONTROLS SHOP DRAWINGS. ALL CONDUITS WITH OTHER TRADES PRIOR TO ROUGH -IN. SEE ARCH PLANS FOR TEL TELEPHONE GROUND TOGGLE SWITCH EXACT GRID, FLUSH AND SURFACE MOUNTING LOCATIONS. TGB TELECOMMUNICATION GROUND BUS T.I. TENANT IMPROVEMENT CEC PV AND BATTERY STORAGE NOTES 0 o CIRCUIT BREAKER �® FUSED SWITCH � ®OQ I--�� 0 T.R. TAMPER RESISTANT TV TV MONITOR IV DIMMER SWITCH ELECTRICAL SYSTEM SHALL COMPLY WITH CALIFORNIA ENERGY CODE (CEC) 110.10 TYP TYPICAL TRANSFORMER DELTA PRIMARY, WYE SECONDARY WITH kVA RATING OCCUPANCY SENSOR SWITCH MANDATORY REQUIREMENTS FOR SOLAR READINESS. U.C. UNDER COUNTER UL UNDERWRITERS LABORATORY LIGHTING FIXTURES. SEE FIXTURE SCHEDULE FOR PER CEC 140.10 PV AND BATTERY STORAGE ARE NOT REQUIRED TO BE INSTALLED ON U.N.O. UNLESS NOTED OTHERWISE SPD SURGE PROTECTION DEVICE CIRCUIT BREAKER CALLOUT CONDUCTOR. SEE BELOW FOR TYPICAL DESIGNATIONS THIS PROJECT BECAUSE FIRE STATION IS NOT A BUILDING TYPE E LISTED ON TABLE o V VOLTS DIMMER/OCCUPANCY SENSOR SWITCH 140.10-A AND THE LIBRARY DOES NOT CONSTITUE AT LEAST 80 /o OF THE FLOOR AREA. WH WATER HEATER GFP GROUND FAULT PROTECTION 200AT -TRIP SIZE 200AF - FRAME SIZE LV GRAPHICAL LOW VOLTAGE SWITCH [:�d La0I01 0 W WATTS WP WEATHERPROOF FIRE ALARM LEGEND CBENCLOSED CIRCUIT BREAKER 3P -POLEXFMR J TRANSFORMER X EXISTING TO REMAIN PROJECT NUMBER: O MOTION SENSOR - CEILING MOUNTED XD EXISTING TO BE DEMOLISHED 230101 0-3 KILOWATT-HOUR METER FUSE CALLOUT EMERGENCY LIGHTING FIXTURES. SEE FIXTURE SCHEDULE CONDUCTOR. SEE BELOW FOR TYPICAL DESIGNATIONS F FIRE ALARM FLUSH MOUNTED MANUAL PULL STATION AT +48" A.F.F. XR EXISTING TO BE RELOCATED XL NEW LOCATION OF EXISTING ITEM PC PHOTOCELL - CEILING MOUNTED 200AF -FUSE SIZE SHEET TITLE: DM EXTERNALLY MOUNTED METER 3P -POLE DS DAYLIGHT SENSOR - CEILING MOUNTED LUMINAIRES) POLE MOUNTED WITH ARM. TYPE AS NOTED. 30 FIRE ALARM COMBINATION FLUSH VISUAL ALARM MOUNTED AT +80" A.F.F. SL ELECTRICAL UTILITY CONTACT INFO Fo OR 6" BELOW THE CEILING, MOUNT AT LOWER HEIGHT. VALUE DENOTES CANDELA RATING. SYMBOLS AND NON -FUSIBLE DISCONNECT SWITCH (RATINGS AS NOTED) #� - SUBSCRIPT ADJACENT TO SWITCH INDICATES: K = KEYED SWITCH 30 SCE: ABBREVIATIONS ® LIGHTED EXIT SIGN. TOP MOUNTED ON CEILING OR STEM MOUNTED. ERIN LAUREL FUSIBLE DISCONNECT SWITCH (RATINGS AS NOTED) a,b,c etc. = MULTIPLE SWITCHES/CONTROL LEGS IN A SHADED SIDE INDICATES FACE. PROVIDE ARROWS TO MATCH FIRE ALARM COMBINATION FLUSH HORN/VISUAL ALARM MOUNTED AT +80" SCE PLANNER S GANGED BOX WITH A COMMON COVER PLATE. Z ARCHITECTURAL OR LIFE SAFETY PLANS. SL A.F.F. OR 6" BELOW THE CEILING, MOUNT AT LOWER HEIGHT. VALUE (T):714-934-3621 I (P):949-826-2873 MOTOR DENOTES CANDELA RATING. (E): gerin.laurel@sce.com — SUBSCRIPT ADJACENT TO LIGHTING FIXTURE INDICATES: SD SMOKE DETECTOR - FLUSH CEILING MOUNTED AT&T: SHEET NUMBER: PANEL BOARD L# = FIXTURE DESIGNATION #� 1 2 3 etc. = BRANCH CIRCUIT NUMBERS C CARBON MONOXIDE DETECTOR - CEILING MOUNTED O FLOYD DIZON AUTOMATIC TRANSFER SWITCH b a b c etc. = SWITCH -LEG REFERENCE SR. SPECIALIST - OSP DESIGN ENGINEER (T): EOml NIL= NIGHT/SECURITY LIGHTING FIXTURE HEAT DETECTOR - CEILING MOUNTED 0 FD8321@att.com (E): D8321 @att.com FAULT CURRENT SCHEDULE DEVICE FAULT AT DEVICE AIC RATING VOLTAGE FEEDER DIRECTLY CONNECTED MOTOR MOTOR TOTAL SIZE LENGTH MSB 42,000 65,000 120 V (3)300kcmil 112' 0 156 ATS 37,162 / 42,041 65,000 120 V (2)350kcmil 1 (2)350kcmil 14' / 103' 0 0 DFS 36,818 42,000 120 V (2)350kcmil 13' 0 -497 L2 17,327 22,000 120 V #1 25' 0 -122 LTG INV 3,926 10,000 120 V #12 12' 0 -6 M2 21,621 22,000 120 V 3/0 28' 549 261 P2 8,440 10,000 120 V #1 72' 0 -30 P3 14,201 22,000 120 V 3/0 61' 167 23 P4 15,457 22,000 120 V #1 30' 17 -87 T1 15,294 22,000 120 V #1 31' 0 -96 L1 16,634 22,000 120 V #1 31' 0 24 M 1 19,143 22,000 120 V #1 25' 161 154 P1 12,261 22,000 120 V �#1 48' 0 13 VOLTAGE DROP SCHEDULE FEEDER BRANCH CIRCUIT MAX TOTAL VOLTAGE VOLTAGE CIRCUIT VOLTAGE DEVICE DROP WIRE SIZE DROP NUMBER WIRE SIZE DROP GEN-1 0.00% 0.00% MSB 1.00% (3)300kcmil 1.00% ATS 1.11 % 10.86% (2)350kcmil I (2)350kcmil 1.11 % DFS 1.22% (2)350kcmil 1.22% L2 1.27% #1 1.09% 11 #12 2.36% LTG INV 1.36% #12 0.28% 5 #12 1.64% M2 1.58% 3/0 1.49% 6,8,10 #12 3.07% P2 1.76% #1 1.16% 31 #12 2.92% P3 1.56% 3/0 1.11 % 35 #12 2.67% P4 1.35% #1 1.94% 8 #10 3.29% T1 1.35% #1 0.39% 11 #10 1.74% L1 1.04% #1 1.44% 13 #12 2.48% M1 1.18% #1 1.40% 9 #12 2.58% P1 1.30% #1 2.06% 10 #12 3.36% FEEDER SCHEDULE DEVICE AMPACITY CALLOUT LTG INV 350VA PANEL I I PANEL 4 EL I I PANEL I I PANEL LCP2 PANEL I I PANEL "M211 IIT1 II SPD I I I I 30AT 100AT a 200AT 0 100AT 0 100AT a 200AT 0 100AT 30AF 100AF 200AF 100AF 100AF 200AF 100AF 3P 3P 3P 3P 3P 3P 3P Q Q Q 1 U) ct) U) I I I I DFS 208Y/120V, 3PH, 4W 600A I I I I 600AT 600AF 3P 1 I I ATS 600 (2)3"C, 3-350kcmil, 350kcmil N, #lG DFS 600 (2)3"C, 3-350kcmil, 350kcmil N, #lG L2 100 1-1/2"C, 3#1, #1 N, #8G LTG INV 20 1/2"C, 1#12, #12N, #12G M2 200 2"C, 3-3/0, 3/ON, #6G P2 100 1-1/2"C, 3#1, #lN, #8G P3 200 2"C, 3-3/0, 3/ON, #6G P4 100 1-1/2"C, 3#1, #1N, #8G T1 100 1-1/2"C, 3#1, #1 N, #8G L1 100 1-1/2"C, 3#1, #1 N, #8G M1 100 1-1/2"C, 3#1, #lN, #8G P1 100 1-1/2"C, 3#1, #lN, #8G NOTE: ALL CONDUCTORS ARE COPPER UNLESS NOTED OTHERWISE. F_____1 NEW SCE TRANSFORMER tJVL I II IVIPII\I 1 CONDUITS 1 SINGLE LINE DIAGRAM E0.2 SCALE: NTS LCP1 PANEL I I PANEL I I PANEL PN LOAD BANK _I CAM LOCK 600A 208V 3 PHASE 4 WIRE 4 POLE NEMA 3R AUTOMATIC TRANSFER SWIT'ATS'CH W/ MAINTENANCE 10 BYPASS ;99 a EV CAPABLE TYP. QTY. 4 3 (1)1"CAND (1)1-1/4"C UGPS T MAIN 1 SPD w 1 I I I 1. coI 30AT 100AT1. 100AT 100AT 600AT SPACE "' M 30AF 100AF 100AF 100AF 600AF 40AF w 1 3P 3P 3P 3P 3P 2P Q Q Q Q Q 1 0- 0- a_ 0- a_ Z 800AT crn cn cn cn cn 1L 800AF 1 3P I I I 1 I MSB 208Y/120V, 3PH, 4W 800A N I I LI G - 1 - - - - - - - - - - - - \-�12 SCE SECONDARY O CONDUITS GENERAL NOTES - SLD QFt0FESS/ON �0 NATNq< F 4091, Q) s 1. ALL CONDUCTORS MUST BE COPPER. Q Z m N E 210 0 E P. 03/ 1/ 7 2. ALL EXTERIOR ELECTRICAL EQUIPMENT AND DEVICES SHALL BE WP NEMA 3R. 3. REFER TO FLOOR PLANS FOR LOCATIONS OF ALL EQUIPMENT. F OF CA0' 005-150 SHEET KEYNOTES coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO CA 92123 10 SCE PRIMARY AND SECONDARY CONDUITS TO BE PER SCE STANDARDS. 619.698.9177 I www.coargroup.corn COORDINATE WITH SCE PLANNER. O PROVIDE AUXILIARY CONTACTS. ELEN' 03 GENERATOR AND ATS REMOTE ANNUNCIATOR POINTS. PROVIDE CONDUCTORS PER MANUFACTURERS DRAWINGS AND REQUIREMENTS, Tq oEGN MINIMUM 2"C AND ONE OUTDOOR SHEILDED CAT6 CABLE. ""`"g°mTEz 40 PROVIDE 1"C.O. WITH PULLROPE TO ELECTRICAL AND LABEL. 05 PROVIDE CONDUIT AND CONDUCTORS PER MANUFACTURERS DRAWINGS AND REQUIREMENTS FOR STOP -START CIRCUIT, MINIMUM 1 C. 06 MANUFACTURER PROVIDED 100% FULLY RATED OUTPUT CIRCUIT BREAKER. 07 MANUFACTURER PROVIDED GENERATOR CONTROL PANEL. 08 PROVIDE SEPERATE NEUTRAL BUS. PROVIDED SEPERATE SERVICE PROJECT: SIGNAGE PER NEC REQUIREMENTS, DENOTING THIS PANEL SERVED FROM BUILDING SERVICE. CITY OF NEWPORT BEACH 09 GENERATOR SERVICE DISTRIBUTION BOARD TO BE TRYSTAR "DBSD" OR EQUAL. NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 10 PROVIDE (2)3"C, 3-350KCMIL, 350KCMIL N, #lG FOR GENERATOR FEEDER. 110 E BALBOA BLVD 11 PROVIDE CAT6 DATA CONNECTION FOR ATS CONTROLLER. NEWPORT BEACH, CA 92661 12 REFER TO DETAIL 1 SHEET E3.3 FOR GROUNDING AND BONDING DETAIL. CITY CONTRACT NO. C-8865-1 13 REFER TO DETAIL 2 SHEET E2.12 FOR GENERATOR GROUNDING DETAILS. �WPp 14 GENERATOR TO BE PROVIDED WITH LOCKABLE OUTPUT BREAKER PER CEC 110.25 AND CEC 225.36. 1- n CAM V LOCK TEMP GEN CONNECTION c NN q'CIFORN�P NEMA 3R, 600A - - - - GENERATOR SERVICE DISTRIBUTION BOARD O DESCRIPTION: DATE: \ "GSD" K 6 \ BID SET 12/15/25 7 600AT \\ GENERATOR 9 8 600AF K O "GEN-1" 14 3P 180KW/225KVA 208Y/12OV, 3PH, 4W s 72 HOURS FUEL CAPACITY AT FULL LOAD GENERATOR - 13 REMOTE ALARM PANEL GEN START SIGNAL TO SHUNT LOAD BANK BREAKER GENERATOR NOTES: 1. GENERATOR SHALL BE TESTED FOR 1 HOUR AT 75% LOAD EVERY MONTH. LOAD BANK SHALL BE SIZED FOR 135KW. 2. GENERATOR SHALL BE SET TO A 30 MININUTE MINIMUM RUN TIME AFTER OUTAGE HAS OCCURED. PROJECT NUMBER: 230101 SHEET TITLE: SINGLE LINE DIAGRAM SHEET NUMBER: EOm2 LIGHTING FIXTURE SCHEDULE LIGHTING FIXTURE SCHEDULE Q QFtONA FT/'y q< �o� TygyF�� WT CALLOUT LAMP DESCRIPTION MOUNTING MANUFACTURER MODEL WATTS VOLTAGEJ COLOR TEMP LUMENS NOTES WT CALLOUT LAMP DESCRIPTION MOUNTING MANUFACTURER MODEL WATTS VOLTAGE COLOR TEMP LUMENS NOTES �' z o m Q N. E 210 m 0 Z R4 LED 2X4 LED TROFFER - GRID CEILING MOUNTED. RECESSED LITHONIA LIGHTING (OR APPROVED EQUAL) #2BLT4-48L-ADSM-GZ1-LP835 39 W 120 V 3500K 5,032 LM HR-E LED SITE - LED SNAP -IN HANDRAIL PUCK LIGHT FIXTURE WITH A 750 ASYMMETRIC OPTIC BEAM SURFACE ALPHABET (OR APPROVED EQUAL) THETA750 SNOP SOLO #750SS-40K-VA-BG-AG-FF 1 THETA750 SNAP TOOL KIT / 2 W 120 V 180 LM/PUCK E P. 03/ 1/ 7 F o oA\F r DISTRIBUTION. TO BE MOUNT AT HANDRAIL. SUITABLE FOR WET LOCATION IP67 AND IK10 IMPACT. TO P70414-500-ECO (OR APPROVED EQUAL) 4000K 005-150 R4E LED 2X4 LED TROFFER - GRID CEILING RECESSED LITHONIA LIGHTING #2BLT4-48L-ADSM-GZ1-LP835-E10WLCP 39 W 120 V 5,032 LM MOUNTED. (OR APPROVED EQUAL) 3500K BE CONNECTED TO INVERTER. cDar P1A LED 12-IN ROUND LED HIGH BAY WITH PENDANT HOLOPHANE #HOL01-12,000LM-WDFR-MVOLT-35K-80CR1- 70 W 120 V 10,570 LM CLEAR LENS. (OR APPROVED EQUAL) PM-DBXD 4000K DESIGN GROUP 9640GRANITERIDGEDR,SUITE130 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.corn R5 LED 4-FT RECESSED LINEAR FIXTURE MOUNTED ON A T-GRID CEILING RECESSED PINNACLE LIGHTING (OR APPROVED EQUAL) #EV4D-BW-35-4FT-G9-U-FSD-1-W-QS 30 W 120 V 3500K 4,000 LM P1AE LED SAME AS P1. CONNECTED TO A BATTERY PACK. PENDANT HOLOPHANE (OR APPROVED EQUAL) #HOL01-12 OOOLM-WDFR-MVOLT-35K-80CR1- PM-IE18WCPHECWR-DBXD 70 W 120 V 4000K 10,570 LM i R5E LED SAME AS R5. CONNECTED TO A RECESSED PINNACLE LIGHTING #EV4D-BW-35-4FT-G9-U-FSD-1-FSB-W-QS 30 W 120 V 4,000 LM P1 B LED 12-IN ROUND LED HIGH BAY WITH SURFACE HOLOPHANE #HOL01-12,000LM-WDFR-MVOLT-35K-80CR1- 70 W 120 V 10,570 LM BATTERY PACK. (OR APPROVED EQUAL) 3500K CLEAR LENS. (OR APPROVED EQUAL) UPH35-DBXD 4000K ELEN R6E LED 2X2 LED TROFFER - GRID CEILING RECESSED LITHONIA LIGHTING #2VTS2-40L-ADSM-GZ1-LP835-E10WLCP/DG 16 W 120 V 2,004 LM P2 LED 10-FT LED DIRECT PENDANT MOUNT PENDANT PINNACLE LIGHTING #EX3D-HE-N-940HO-1 OFT-AC-G-U-FSD-1 -0-** 67 W 120 V 7,500 LM MOUNTED. (OR APPROVED EQUAL) A22 3500KCE STRIP FIXTURE (OR APPROVED EQUAL) o=�h,eomE, .�s== 4000K www EE S1A LED 4-FT LED LINEAR SURFACE MOUNT SURFACE LITHONIA LIGHTING #ZL1 D-L48-3000LM-FST-MVOLT-40K-80CR1-* 30 W 120 V 4028 LM STRIP LIGHT FOR BHO USE. (OR APPROVED EQUAL) * 4000K P2E LED SAME AS P2. CONNECTED TO A PENDANT PINNACLE LIGHTING #EX3D-HE-N-940HO-10FT-AC-G-U-FSD-1-FS 67 W 120 V 7,500 LM BATTERY PACK. (OR APPROVED EQUAL) B ** 4000K S1AE LED SAME AS S1A. CONNECTED TO A BATTERY PACK. SURFACE LITHONIA LIGHTING (OR APPROVED EQUAL) #ZL1D-L48-3000LM-FST-MVOLT-40K-80CR1-E 1 OW** 30 W 120 V 4000K 4028 LM S1 B LED 4-FT LED LINEAR SURFACE MOUNT SURFACE LITHONIA LIGHTING #ZL1 D-L48-5000LM-FST-MVOLT-40K-80CR1-* 41 W 120 V 5,541 LM P3 LED 4.5-INx6-IN ROUND LED PENDANT PENDANT EUREKA #4049-6-LED.HO-35-80-12OV-DV-WI-FRO-C-6 20 W 120 V 2,021 LM STRIP LIGHT FOR BHO USE. (OR APPROVED EQUAL) * 4000K CYLINDER. (OR APPROVED EQUAL) O-RC-WHE-WHE-WHE S1 BE LED SAME AS S1 B. CONNECTED TO A SURFACE LITHONIA LIGHTING #ZL1 D-L48-5000LM-FST-MVOLT-40K-80CRI-E 41 W 120 V 5,541 LM BATTERY PACK. (OR APPROVED EQUAL) 10W** 4000K PROJECT: 3500K SF1 LED FLOOR MOUNTED LED FLOOD LIGHT FLOOR HYDREL LIGHTING #SAF14-LED-P3-80CR1-AMBLW-MVOLT-40DE 57 W 120 V 4,068 LM FOR FLAG POLE (OR APPROVED EQUAL) G-CWL CITY OF NEWPORT BEACH AMBER NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 P4A LED 10-FT LED DIRECT / INDIRECT LINEAR PENDANT MOUNT FIXTURE PENDANT PINNACLE LIGHTING (OR APPROVED EQUAL) #EX3DI-A-BW-835VHO-835HO-10-FT-**-U-FS D-2-** 121 W 120 V 3500K 1,500 LM MOUNTING CANOPY FOR SLOPED CEILING SF2 LED WALL MOUNTED LED FLOOR LIGHT WALL HYDREL LIGHTING #SAF7-LED-P2-80CR1-AMBLW-MVOLT-30DE 44 W 120 V 3,381 LM FOR FLAG (OR APPROVED EQUAL) G-CWL-KM-IHL-ZT-GS-** CITY CONTRACT NO. C-8865-1 Po 0� ~ - cq NAP AMBER P4AE LED SAME AS P4. CONNECTED TO A BATTERY PACK. PENDANT PINNACLE LIGHTING (OR APPROVED EQUAL) #EX3DI-A-BW-835VHO-835HO-10-FT-**-U-FS D-2-FSB-** 121 W 120 V 3500K 1,500 LM MOUNTING CANOPY FOR SLOPED CEILING SP1 LED 20-FT LED POLE TOP LIGHTING FIXTURE. POLE LITHONIA LIGHTING (OR APPROVED EQUAL) #RAD1 LED-P1-40K-PATH-MVOLT-RPA-PE-** / RSS-HEADLIGHT MOUNT @+20-FT-POLE HEIGHT TO BE +17-FT-DM19RAD-DBLXD 25 W 120 V 4000K 2,920 LM STANDARD POLE WITH HANDHOLD. POLE DETAIL AT CUT SHEET/FOR P413 LED 5-FT LED DIRECT I INDIRECT LINEAR PENDANT MOUNT FIXTURE PENDANT PINNACLE LIGHTING (OR APPROVED EQUAL) #EX3DI-A-BW-835VH0-835H0-5-FT-**-U-FSD -2-** 61 W 120 V 3500K 1,500 LM MOUNTING CANOPY FOR SLOPED CEILING SP2 LED 20-FT LED POLE TOP LIGHTING FIXTURE. POLE LITHONIA LIGHTING (OR APPROVED EQUAL) #RAD1 LED-P2-40K-PATH-MVOLT-RPA-PE-** / RSS-HEADLIGHT MOUNT @+20-FT-POLE 38 W 120 V 4,514 LM STANDARD POLE WITH HANDHOLD. P4BE LED SAME AS P4. CONNECTED TO A BATTERY PACK. PENDANT PINNACLE LIGHTING (OR APPROVED EQUAL) #EX3DI-A-BW-835VHO-835HO-5-FT-**-U-FSD -2-FSB-** 61 W 120 V 1,500 LM MOUNTING CANOPY FOR DESCRIPTION: DATE: HEIGHT TO BE +17-FT-DM28RAD-DBLXD 4000K POLE DETAIL AT 3500K SLOPED CEILING BID SET 12/15/25 CUT SHEET SR1E LED 4-IN ROUND LED DOWNLIGHT RECESSED DMF #C4-NCRN-CM-10-8-40-WF-0-C4TRS-WH 14 W 120 V 1,131 LM P5 LED DECORATIVE PENDANT LUMINAIRE. PENDANT VIBIA #1510-20 12 W 120 V 1,389 LM MOUNTING /:. (OR APPROVED EQUAL) 4000K (OR APPROVED EQUAL) 3500K CANOPY FOR SLOPED CEILING SR2E LED RECESSED WALL MOUNTED LED STEP LIGHT. TO BE CONNECTED TO LIGHTING INVERTER WITH UL924 WALL HYDREL LIGHTING (OR APPROVED EQUAL) #HSL13-121NCH-LED-40K-MVOLT-L-MIN5-BB -** 11 W 120 V 4000K 386 LM P6A LED DECORATIVE PENDANT LUMINAIRE. PENDANT VIBIA (OR APPROVED EQUAL) #5525-20 15 W 120 V 2700K 1,841 LM MOUNTING CANOPY FOR SLOPED CEILING UNDERLAY. P613 LED DECORATIVE PENDANT LUMINAIRE. PENDANT VIBIA (OR APPROVED EQUAL) #5525-20 15 W 120 V 2700K 1,841 LM SW1 LED OUTDOOR -LED DECORATIVE WALL SCONCE. SURFACE VISA LIGHTING (OR APPROVED EQUAL) #OW1 291 -L30K(H)-MVOLT-**-** 15 W 120 V 1,300 LM P7 LED 4-FT x 0.88-IN LED DIRECT PENDANT PENDANT QTRAN #VERS-02-SK-6.0-35-DRY-DF-N/A-S2-SK-BK / 24 W 120 V 2,664 LM 4000K MOUNT STRIP FIXTURE (OR APPROVED EQUAL) SK-SF-RD-5"-BK-JB / QT-CAB-eLED+0-10V 3500K P7E LED SAME AS R1. CONNECTED TO A BATTERY PACK. PENDANT QTRAN (OR APPROVED EQUAL) #VERS-02-SK-6.0-35-DRY-DF-N/A-S2-SK-BK / SK-SF-RD-5"-BK-JB / QT-CAB-eLED+0-10V 24 W 120 V 3500K 2,664 LM PS1 LED 4-FT LED LINEAR PENDANT MOUNT PENDANT LITHONIA LIGHTING #ZL1D-L48-5000LM-FST-MVOLT-40K-80CR1-* 41 W 120 V 5,541 LM STRIP LIGHT FOR BHO USE. (OR APPROVED EQUAL) *-ZACVH M100 4000K SW1 E LED SAME AS SW1. TO BE CONNECCTED SURFACE VISA LIGHTING #OW1 291 -L30K(H)-MVOLT-**-** 15 W 120 V 1,300 LM a TO LIGHTING INVERTER WITH UL924 (OR APPROVED EQUAL) PS1E LED SAME AS PS1. CONNECTED TO A PENDANT LITHONIA LIGHTING #ZL1D-L48-5000LM-FST-MVOLT-40K-80CRI-* 41 W 120 V 5,541 LM UNDERLAY. BATTERY PACK. (OR APPROVED EQUAL) *-ZACVH M100 4000K 4000K R1 LED 2X2 LED TROFFER - GRID CEILING MOUNTED. RECESSED LITHONIA LIGHTING (OR APPROVED EQUAL) #2BLT2-33L-ADSM-GZ1-LP835-DGA22 27 W 120 V 3500K 3,300 LM R1E LED SAME AS R1. CONNECTED TO A RECESSED LITHONIA LIGHTING #2BLT2-33L-ADSM-GZ1-LP835-E10WLCP-DG 27 W 120 V 3,300 LM BATTERY PACK. (OR APPROVED EQUAL) A22 3500K PROJECT NUMBER: 230101 SW2 LED OUTDOOR - LED WET LOCATION ADJUSTABLE FLOODLIGHT PROJECTOR SURFACE TARGETTI (OR APPROVED EQUAL) #JP-R-**-WF-L1-40-24 3 W 120 V 4000K 101 LM /:. R2 LED 4-IN ROUND LED DOWNLIGHT. RECESSED DMF (OR APPROVED EQUAL) #C4-NCRN-CM-1-8-30-WF-0-C4TRS-WH 14 W 120 V 3000K 1,131 LM BUNK ROOM SHEET TITLE: • LUMINAIRE R3 LED 4-IN ROUND LED DOWNLIGHT. RECESSED DMF #C4-NCRN-CM-10-8-35-WF-0-C4TRS-WH 14 W 120 V 1,131 LM / (OR APPROVED EQUAL) 3500K SCHEDULES SW2E LED SAME AS SW2. TO BE CONNECTED TO LIGHTING INVERTER WITH UL924 UNDERLAY. SURFACE TARGETTI (OR APPROVED EQUAL) #JP-R-**-WF-L1-40-24 3 W 120 V 101 LM 4000K R3E LED SAME AS R3. CONNECTED TO A BATTERY PACK. RECESSED DMF (OR APPROVED EQUAL) #C4-NCRN-CM-10-8-35-WF-0-C4TRS-WH 14 W 120 V 1,131 LM 3500K SHEET NUMBER: EOm3 EQUIPMENT SCHEDULE NAME VOLTAGE POLES LOAD PANEL CIRCUIT NUMBER WIRE CALLOUT DISCONNECT FRAME APP BAY DOOR 208 V 3 3.80 kVA P3 1,3,5 1/2"C, 3#12, #12N, #12G 30 A APP BAY DOOR 208 V 3 3.80 kVA P3 7,9,11 1/2"C, 3#12, #12N, #12G 30 A APP BAY DOOR 208 V 3 3.80 kVA P3 21,23,25 1/2"C, 3#12, #12N, #12G 30 A APP BAY DOOR 208 V 3 3.80 kVA P3 27,29,31 1/2"C, 3#12, #12N, #12G 30 A DRYER - GFCI 120 V 1 1.00 kVA P3 6 1/2"C, 1#12, #12N, #12G N/A DRYER - GFCI 120 V 1 1.00 kVA P2 8 1/2"C, 1#12, #12N, #12G N/A EF-1-1-2C, PLYMOVENT CONTROLLER 208 V 3 0.50 kVA M2 6,8,10 1/2"C, 3#12, #12N, #12G 30 A GATE MOTOR 120 V 1 1.20 kVA P4 10 1/2"C, 1#12, #12N, #12G N/A GATE MOTOR 120 V 1 0.00 kVA P4 10 1/2"C, 1#12, #12N, #12G N/A GRILL HOOD 120 V 1 1.00 kVA P2 31 1/2"C, 1#12, #12N, #12G N/A RANGE - GFCI 120 V 1 0.36 kVA P2 15 1/2"C, 1#12, #12N, #1213 N/A RANGE HOOD 120 V 1 1.20 kVA P2 13 1/2"C, 1#12, #12N, #12G N/A WASHER - GFCI 120 V 1 1.20 kVA P3 4 1/2"C, 1#12, #12N, #12G N/A WASHER - GFCI 120 V 1 1.20 kVA P2 6 1/2"C, 1#12, #12N, #12G N/A HVAC EQUIPMENT SCHEDULE NAME VOLTAGE POLES LOAD PANEL CIRCUIT NUMBER WIRE CALLOUT FLA MOCP DISCONNECT FRAME BC-1-1-1 208 V 2 0.07 kVA M2 21,23 1/2"C, 2#12, #12N, #12G 0.32 A 15 A N/A BC-1-2-1 208 V 2 0.07 kVA M2 31,33 1/2"C, 2#12, #12N, #12G 0.32 A 15 A N/A BC-2-1-1 208 V 2 0.13 kVA M1 11,13 1/2"C, 2#12, #12N, #12G 0.64 A 15 A N/A CA-1 208 V 3 6.02 kVA M2 7,9,11 3/4"C, 3#8, #8N, #10G 17.50 A 35 A 60 A CP-1 120 V 1 0.50 kVA M2 17 1/2"C, 1#12, #12N, #12G 1.00 A 15 A N/A CP-2 120 V 1 0.50 kVA M1 5 1/2"C, 1#12, #12N, #12G 1.00 A 15 A N/A DD-1 120 V 1 0.50 kVA M2 5 1/2"C, 1#12, #12N, #12G 0.00 A 0 A N/A DOAS-1-2-1 208 V 3 19.27 kVA M2 22,24,26 1-1/4"C, 3#4, #4N, #8G 53.50 A 70 A 100 A EF-1-1-1 208 V 2 0.79 kVA M2 21,23 1/2"C, 2#12, #12N, #12G 3.80 A 15 A N/A EF-1-1-2A 208 V 2 1.12 kVA M2 2,4 1/2"C, 2#12, #12N, #12G 5.40 A 15 A 30 A EF-1-1-213 208 V 2 1.12 kVA M2 12,14 1/2"C, 2#12, #12N, #12G 5.40 A 15 A 30 A EF-1-1-2C 208 V 3 3.82 kVA M2 6,8,10 1/2"C, 3#12, #12N, #12G 10.60 A 20 A 30 A EF-1-1-3 120 V 1 0.22 kVA M2 19 1/2"C, 1#12, #12N, #12G 1.80 A 15 A N/A EF-1-1-4 208 V 2 0.35 kVA M2 1,3 1/2"C, 2#12, #12N, #12G 1.70 A 15 A N/A EF-1-1-5 208 V 2 0.18 kVA M2 1,3 1/2"C, 2#12, #12N, #12G 0.84 A 15 A N/A EF-1-2-1 120 V 1 0.32 kVA M2 29 1/2"C, 1#12, #12N, #12G 2.70 A 15 A N/A EF-1-2-2 120 V 1 0.22 kVA M2 29 1/2"C, 1#12, #12N, #12G 1.80 A 15 A N/A EF-1-2-3 120 V 1 0.32 kVA M2 29 1/2"C, 1#12, #12N, #12G 2.70 A 15 A N/A EF-2-1-1 120 V 1 0.22 kVA M1 1 1/2"C,1#12, #12N, #12G 1.80 A 15 A N/A EF-2-1-2 120 V 1 0.22 kVA M1 1 1/2"C, 1#12, #12N, #12G 1.80 A 15 A N/A EF-2-1-3 120 V 1 0.22 kVA M1 3 1/2"C, 1#12, #12N, #12G 1.80 A 15 A N/A EF-2-1-4 120 V 1 0.43 kVA M1 3 1/2"C, 1#12, #12N, #12G 3.60 A 15 A N/A EF-2-1-5 120 V 1 0.28 kVA M1 3 1/2"C, 1#12, #12N, #12G 2.30 A 15 A N/A FC-1-1-1 208 V 2 0.15 kVA M2 21,23 1/2"C, 2#12, #12N, #12G 0.72 A 15 A N/A FC-1-1-2 208 V 2 0.32 kVA M2 1,3 1/2"C, 2#12, #12N, #12G 1.52 A 15 A N/A FC-1-2-1 208 V 2 0.05 kVA M2 31,33 1/2"C, 2#12, #12N, #12G 0.24 A 15 A N/A FC-1-2-2 208 V 2 0.32 kVA M2 37,39 1/2"C, 2#12, #12N, #12G 1.52 A 15 A N/A FC-1-2-3 208 V 2 0.32 kVA M2 37,39 1/2"C, 2#12, #12N, #12G 1.52 A 15 A N/A FC-2-1-1 208 V 2 0.30 kVA M1 11,13 1/2"C, 2#12, #12N, #12G 1.44 A 15 A N/A FC-2-1-2 208 V 2 0.52 kVA M1 11,13 1/2"C, 2#12, #12N, #12G 2.48 A 15 A N/A FC-2-1-3 208 V 2 0.15 kVA M1 15,17 1/2"C, 2#12, #12N, #12G 0.72 A 15 A N/A FC-2-1-4 208 V 2 0.15 kVA M1 15,17 1/2"C, 2#12, #12N, #12G 0.72 A 15 A N/A FC-2-1-5 208 V 2 0.13 kVA M1 11,13 1/2"C, 2#12, #12N, #12G 0.72 A 15 A N/A FC-2-1-6 208 V 2 0.32 kVA M1 15,17 1/2"C, 2#12, #12N, #12G 1.52 A 15 A N/A MV-1 120 V 1 0.18 kVA M2 15 1/2"C, 1#12, #12N, #12G 0.00 A 0 A N/A MV-2 120 V 1 0.18 kVA M1 7 1/2"C, 1#12, #12N, #12G 0.00 A 0 A N/A SCU-1-2-1 208 V 3 2.19 kVA M2 28,30,32 1/2"C, 3#12, #12N, #12G 6.08 A 15 A 30 A SCU-1-2-2 208 V 3 2.19 kVA M2 28,30,32 1/2"C, 3#12, #12N, #12G 6.08 A 15 A 30 A SCU-1-2-3 208 V 3 2.19 kVA M2 34,36,38 1/2"C, 3#12, #12N, #12G 6.08 A 15 A 30 A SCU-1-2-4 208 V 3 2.19 kVA M2 34,36,38 1/2"C, 3#12, #12N, #12G 6.08 A 15 A 30 A SCU-2-1-1 208 V 2 2.37 kVA M1 8,10 1/2"C, 2#12, #12N, #12G 11.38 A 20 A 30 A SF-1-1-1 208 V 2 0.79 kVA M2 1,3 1/2"C, 2#12, #12N, #12G 3.80 A 15 A N/A VF-1-2-1 120 V 1 0.04 kVA M2 29 1/2"C, 1#12, #12N, #12G 0.00 A 0 A N/A VRF-1-1-1 208 V 3 10.06 kVA M2 16,18,20 3/4"C, 3#8, #8N, #10G 27.92 A 40 A 30 A VRF-2-1-1 208 V 3 11.50 kVA M1 2,4,6 1"C, 3#6, #6N, #10G 31.92 A 45 A 60 A WH-1 120 V 1 1.08 kVA M2 13 1/2"C, 1#12, #12N, #12G 0.00 A 0 A N/A WH-2 120 V 1 1.08 kVA M1 9 1/2"C, 1#12, #12N, #12G 0.00 A 0 A N/A SWB LED OUTDOOR - LED WET LOCATION SURFACE FEDERAL LIGHTING #LP3-S-120-B 0 W 120 V - FIXTURE BLUE WARNING LIGHT WITH (OR APPROVED EQUAL) NEMA 4X RATING. ]I- . BLUE SWFA LED OUTDOOR - LED WET LOCATION SURFACE LITHONIA LIGHTING #DSXF1-LED-P2-40K-WFL-MVOLT-THK-PE-** 42 W 120 V 5,573 LM FLOODLIGHT. (OR APPROVED EQUAL) 4000K SWFB LED OUTDOOR - LED WET LOCATION POLE LITHONIA LIGHTING #DSXF1-LED-P1-40K-WFL-MVOLT-THK-PE-** 21 W 120 V 3058 LM FLOODLIGHT. SQUARE POST MOUNT. (OR APPROVED EQUAL) 4000K SWR LED OUTDOOR - LED WET LOCATION SURFACE SOLAS RAY LIGHTING #IBVT-016-50-U-C-R-WM 16 W 120 V 1,150 LM FIXTURE WITH RED LENS. (OR APPROVED EQUAL) RED UC LED UNDER CABINET CONTINUOUS RUN SURFACE KELVIX CHANNEL: #CH-607-2-WH-CP-EC-CP-EC 3 W 120 V 382 LM/FT LED TAPE LIGHT MOUNT ON A (OR APPROVED EQUAL) TAPE: #UN11-WL-1-300-30K-24V CHANNEL. REMOTE DRIVER. DRIVER: #ULV96-M 3500K W1 LED 2-FT WALL MOUNTED DECORATIVE WALL LITHONIA LIGHTING #FMVCCLS-241N-MVOLT-35K-90CR1-** 18 W 120 V 1,800 LM LED SCONCE AT UNIT RESTROOM. (OR APPROVED EQUAL) 3500K Ar W2 LED WALL MOUNTED DECORATIVE FLEX WALL WAC #BL-1630-3000K-** 8 W 120 V 260 LM l i ARM LED READING LIGHT AT EACH (OR APPROVED EQUAL) 3000K BUNK. BUILT-IN DIMMER SWITCH W3E LED RECESSED WALL MOUNTED LED WALL HYDREL LIGHTING #HSL13-91NCH-LED-35K-MVOLT-L-MIN5-BB-* 8 W 120 V 299 LM STEP LIGHT. CONNECT TO A (OR APPROVED EQUAL) 3500K BATTERY PACK. X1 LED EXIT SIGN SUITABLE FOR DRY CEILING LITHONIA LIGHTING #EDGR-1-RMR-EL 4 W 120 V - LOCATION WITH RED LETTERS. (OR APPROVED EQUAL) EVIT CONNECTED TO A BATTERY PACK. RED X2 LED EXIT SIGN SUITABLE FOR DRY WALL LITHONIA LIGHTING #EDG-1-RMR-EL 3 W 120 V - LOCATION WITH RED LETTERS. (OR APPROVED EQUAL) CONNECTED TO A BATTERY PACK. RED SOUTHERN CALIFORNIA E D SON' An FDISON INTER NATIONALS Company Response to Letter of Request for Short Circuit Current Value To: Customer Name ROBERT MORRIS ; ELEN CONSULTING Address 5743 KEARNY VILLA ROAD, SAN DIEGO, CA Telephone No. (s5a) — 243-7438 From: SOUTHERN CALIFORNIA EDISON COMPANY DISTRICT/DIVISION Address 7333 Balsa Ave Westminster. CA 92683 Subject: Southern California Edison Company's Contribution to Short Circuit Currrent at the Point of Connection of the Company's Service Conductors to the Customer's Service Entrance Facilities. Project: Name NEWPORT BEACH FIRESTATION AND LIBRARY Address 110 E BALBOA BLVD, NEWPORT BEACH, CA 92661 (1) The voltage to be utilized for this project will be 1201208 volts 3 phase 4 wire, to serve your 800A ampere main switch/switches. (2) The Edison Company's contribution to short circuit current, at the time of calculation, based an Edison Company's demand factors for transformer sizing, will be approximately 42,000 amperes (symmetrical). GERIN LAUREL 6/20/2025 CUSTOMER SERVICE PLANNER — DATE Telephone No. ( 949 ) — 826-2873 Service Cables 1 Sets of �00 Size (Ai/Cu) Distance from Trans 105' Ft, * CONTRACTOR TO FIELD VERIFY AND COORDINATE LOCATION, MOUNTNG HEIGHTS AND LENGHTS WITH ARCHITECT/INTERIOR DESIGNER PRIOR TO ROUGH IN. PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO PROCURING AND INSTALLATION. * THE ELECTRICAL CONTRACTOR TO COORDINATE FINISHES WITH ARCHITECT / INTERIOR DESIGNER PRIOR TO PROCUREMENT. * LIGHTING SUBMITTAL PRESENTED ABOVE IS FROM THE LIGHTING DESIGNER ON THE PROJECT: ELEN CONSULTING. THE ELECTRICAL CONTRACTOR SHALL PROVIDE LIGHTING FIXTURE SUBMITTAL FOR REVIEW AND APRROVAL FROM ELEN CONSULTING. * ALL SPECIFIED FIXTURES AND MANUFACTURES PROVIDED IN THE SCHEUDLE TO NOT BE SUBSTITUTED IN AMY WAY, UNLESS REQUESTED BY ARCHITECT. 005-150 DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com 1 C IELEN w CONSULTING m'uhln, 2DIG PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: LUMINAIRE SCHEDULES SHEET NUMBER: cc: Division Engineering SCE t5-= REV 1/05 Transformer 150 KVA s Phase E0n4 Notes: Branch Panel: P1 Location: Space 724 Supply From: MSB Mounting: Flush Enclosure: Type 1 200% Volts: 208Y/120V 3P 4W Phases: 3 Wires: 4 Lug Type: Standard Neutral: No A.I.C. Rating: 22,000 Mains Type: MCB Bus Rating: 100 MCB Rating: 100 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT 1 RECEPTACLE 20 A 1 0.90 kVA 0.36 kVA 1 20 A RECEPTACLE 2 3 RECEPTACLE 20 A 1 0.90 kVA 0.36 kVA 1 20 A RECEPTACLE 4 5 RECEPTACLE 20 A 1 0.18 kVA 0.36 kVA 1 20 A RECEPTACLE 6 7 MICROWAVE 20 A 1 0.85 kVA 0.36 kVA 1 20 A RECEPTACLE 8 9 COFFEE MACHINE 20 A 1 0.85 kVA 1.08 kVA 1 20 A RECEPTACLE 10 11 GARBAGE DISPOSAL 20 A 1 0.83 kVA 0.72 kVA 1 20 A RECEPTACLE 12 13 FRIDGE - GFCI 20 A 1 0.85 kVA 0.72 kVA 1 20 A RECEPTACLE 14 15 RECEPTACLE 20 A 1 0.90 kVA 1.08 kVA 1 20 A RECEPTACLE 16 17 RECEPTACLE, TV 20 A 1 0.94 kVA 0.90 kVA 1 20 A RECEPTACLE 18 19 RFID GATE 20 A 1 0.50 kVA 0.72 kVA 1 20 A RECEPTACLE 20 21 RECEPTACLE 20 A 1 1.08 kVA 0.50 kVA 1 20 A MOTORIZED SHADE 22 23 KIOSK 20 A 1 0.50 kVA 0.00 kVA 1 20 A SPARE 24 25 COPIER 20 A 1 1.00 kVA 0.00 kVA 1 20 A SPARE 26 27 COPIER PAYMENT 20 A 1 1.00 kVA 0.00 kVA 1 20 A SPARE 28 29 RECEPTACLE 20 A 1 0.36 kVA 0.00 kVA 1 20 A SPARE 30 31 DRINKING FOUNTAIN 20 A 1 1 0.50 kVA 0.00 kVA 1 1 20 A SPARE 32 33 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 34 35 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 36 37 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 38 39 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 40 41 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 42 Total Load: Total Amps: 6.76 kVA 59 A 7.75 kVA 67 A 4.79 kVA 40 A Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Kitchen Equipment 2.55 kVA 90.00% 2.30 kVA Motor 1.33 kVA 115.60% 1.54 kVA Total Conn. Load: 19.30 kVA Receptacle 12.52 kVA 89.94% 11.26 kVA Total Est. Demand: 17.99 kVA Noncontinuous 2.90 kVA 100.00% 2.90 kVA Total Conn.: 54 A Total Est. Demand: 50 A Notes: Branch Panel: L1 Location: Space 751 Supply From: MSB Mounting: Surface Enclosure: Type 1 Volts: 208Y/120V 3P 4W Phases: 3 Wires: 4 Lug Type: Standard 200% Neutral: No A.I.C. Rating: 22,000 Mains Type: MCB Bus Rating: 100 MCB Rating: 100 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT 1 LIGHTING 20 A 1 0.49 kVA 0.00 kVA 1 20 A SPARE 2 3 LIGHTING 20 A 1 0.18 kVA 0.00 kVA 1 20 A SPARE 4 5 LIGHTING 20 A 1 0.24 kVA 0.00 kVA 1 20 A SPARE 6 7 LIGHTING 20 A 1 0.21 kVA 0.00 kVA 1 20 A SPARE 8 9 LIGHTING 20 A 1 0.24 kVA 0.00 kVA 1 20 A SPARE 10 11 LIGHTING 20 A 1 0.48 kVA 0.00 kVA 1 20 A SPARE 12 13 LIGHTING 20 A 1 0.66 kVA 0.00 kVA 1 20 A SPARE 14 15 LCP1 20 A 1 0.50 kVA 0.00 kVA 1 20 A SPARE 16 17 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 18 19 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 20 21 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 22 23 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 24 25 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 26 27 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 28 29 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 30 31 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 32 33 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 34 35 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 36 37 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 38 39 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 40 41 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 42 Total Load: Total Amps: 1.36 kVA 12 A 0.92 kVA 8 A 0.73 kVA 6 A Load Classification Connected Load Demand Factor Estimated Demand Panel Totals LIGHTING 2.51 kVA 125.00% 3.14 kVA Noncontinuous 0.50 kVA 100.00% 0.50 kVA Total Conn. Load: 3.01 kVA Total Est. Demand: 3.64 kVA Total Conn.: 8 A Total Est. Demand: 10 A Switchboard: MSB Location: Space 751 Supply From: SCE XFRM Mounting: Surface Enclosure: Type 1 Notes: Volts: 208Y/120V 3P 4W Phases: 3 Wires: 4 A.I.C. Rating: 65,000 Mains Type: MCB Mains Rating: 800 A MCB Rating: 800 A CKT Circuit Description # of Poles Frame Size Trip Rating Load Remarks 1 SPD 3 30 A 30 A 0.00 kVA 2 P 1 3 100 A 100 A 19.30 kVA 3 L1 3 100 A 100 A 3.01 kVA 4 M 1 3 100 A 100 A 18.88 kVA 5 ATS 3 600 A 600 A 136.32 kVA 6 FUTURE EV 2 40 A 40 A 6.66 kVA 7 FUTURE EV 2 40 A 40 A 6.66 kVA 8 FUTURE EV 2 40 A 40 A 6.66 kVA 9 FUTURE EV 2 40 A 40 A 6.66 kVA 10 BUSSED SPACE BUSSED SPACE BUSSED SPACE 1 -- -- -- 11 1 -- -- -- 12 1 -- -- -- 13 BUSSED SPACE 1 -- -- -- 14 BUSSED SPACE 15 FUTURE PV SYSTEM 1 1 -- -- -- -- Total Conn. Load: Total Amps: -- -- 204.15 kVA 567 A Legend: Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Kitchen Equipment 8.60 kVA 65.00% 5.59 kVA Motor 93.56 kVA 105.15% 98.38 kVA Total Conn. Load: 204.15 kVA Receptacle 30.98 kVA 66.14% 20.49 kVA Total Est. Demand: 197.72 kVA FUTURE EV 26.64 kVA 100.00% 26.64 kVA Total Conn.: 567 A LIGHTING 6.96 kVA 125.00% 8.69 kVA Total Est. Demand: 549 A Continuous 1.00 kVA 125.00% 1.25 kVA Heating 1.08 kVA 35.33 kVA 125.00% 100.00% 1.35 kVA 35.33 kVA Noncontinuous Notes: Notes: Switchboard: DFS Location: Space 751 Supply From: ATS Mounting: Surface Enclosure: Type 1 Volts: 208Y/120V 3P 4W Phases: 3 Wires: 4 A.I.C. Rating: 42,000 Mains Type: MCB Mains Rating: 600 A MCB Rating: 600 A CKT Circuit Description # of Poles Frame Size Trip Rating Load Remarks 1 SPD 3 30 A 30 A 0.00 kVA 2 L2 M2 P2 P3 3 100 A 100 A 4.79 kVA 3 3 200 A 200 A 59.60 kVA 4 3 100 A 100 A 23.08 kVA 5 3 200 A 200 A 26.54 kVA 6 P4 3 100 A 100 A 10.44 kVA 7 T1 BUSSED SPACE BUSSED SPACE 3 100 A 100 A 11.87 kVA 8 1 -- -- -- -- 9 1 -- -- 10 BUSSED SPACE 1 -- -- -- Total Conn. Load: Total Amps: 136.32 kVA 378 A Legend: Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Kitchen Equipment 6.05 kVA 65.00% 3.93 kVA Motor 74.61 kVA 106.46% 79.43 kVA Total Conn. Load: 136.32 kVA Receptacle 18.28 kVA 77.35% 14.14 kVA Total Est. Demand: 136.24 kVA LIGHTING 4.45 kVA 125.00% 5.56 kVA Total Conn.: 378 A Continuous 1.00 kVA 125.00% 1.25 kVA Total Est. Demand: 378 A Noncontinuous 31.93 kVA 100.00% 31.93 kVA Notes: �QFtOFESr p N A 7'y� 2 A, LP z II o m Q Nb. E 2100 Z OF CA 005-150 coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com CONSULTINGCIIELEN' www, m' RD, E3WSMDIEG0,G1921 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: ELECTRICAL PANEL SCHEDULES SHEET NUMBER: E0n5 Notes: Branch Panel: L2 Location: Space 751 Supply From: DFS Mounting: Surface Enclosure: Type 1 200% Volts: 208Y/120V 3P 4W Phases: 3 Wires: 4 Lug Type: Standard Neutral: No A.I.C. Rating: 22,000 Mains Type: MCB Bus Rating: 100 MCB Rating: 100 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT 1 LIGHTING 20 A 1 0.43 kVA 0.18 kVA 1 20 A LIGHTING 2 3 LIGHTING 20 A 1 0.40 kVA 0.24 kVA 1 20 A LIGHTING 4 5 LIGHTING 20 A 1 0.51 kVA 0.37 kVA 1 20 A LIGHTING 6 7 LIGHTING 20 A 1 0.41 kVA 0.05 kVA 1 20 A LIGHTING 8 9 LIGHTING 20 A 1 0.51 kVA 0.00 kVA 1 20 A SPARE 10 11 LIGHTING 20 A 1 0.68 kVA 0.00 kVA 1 20 A SPARE 12 13 LIGHTING 20 A 1 0.26 kVA 0.00 kVA 1 20 A SPARE 14 15 LCP2 20 A 1 0.50 kVA 0.00 kVA 1 20 A SPARE 16 17 LTG INV 20 A 1 0.24 kVA 0.00 kVA 1 20 A SPARE 18 19 LIGHTING 20 A 1 0.03 kVA 0.00 kVA 1 20 A SPARE 20 21 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 22 23 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 24 25 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 26 27 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 28 29 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 30 31 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 32 33 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 34 35 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 36 37 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 38 39 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 40 41 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 42 Total Load: Total Amps: 1.35 11 kVA A 1.65 kVA 14 A 1.79 kVA 15 A Load Classification Connected Load Demand Factor Estimated Demand Panel Totals LIGHTING 4.29 kVA 125.00% 5.36 kVA Noncontinuous 0.50 kVA 100.00% 0.50 kVA Total Conn. Load: 4.79 kVA Total Est. Demand: 5.86 kVA Total Conn.: 13 A Total Est. Demand: 16 A Notes: Branch Panel: M2 Location: Space 751 Supply From: DFS Mounting: Surface Enclosure: Type 1 Volts: 208Y/120V 3P 4W Phases: 3 Wires: 4 Lug Type: Standard 200% Neutral: No A.I.C. Rating: 22,000 Mains Type: MCB Bus Rating: 200 MCB Rating: 200 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT 1 EF-1-1-4, EF-1-1-5, FC-1-1-2, SF-1-1-1 20 A 2 0.82 kVA 0.56 kVA 2 20 A EF-1-1-2A 2 3 -- -- -- 0.82 kVA 0.56 kVA -- -- -- 4 5 DD-1 20 A 1 0.50 kVA 1.44 kVA 3 20 A EF-1-1-2C, PLYMOVENT CONTROLLER 6 7 CA-1 35 A 3 2.01 kVA 1.44 kVA -- -- -- 8 9 -- -- -- 2.01 kVA 1.44 kVA -- -- -- 10 11 -- -- -- 2.01 kVA 0.56 kVA 2 20 A EF-1-1-2B 12 13 W HA 20 A 1 1.08 kVA 0.56 kVA -- -- -- 14 15 MV-1 20 A 1 0.18 kVA 3.35 kVA 3 40 A VRF-1-1-1 16 17 CPA 20 A 1 0.50 kVA 3.35 kVA -- -- -- 18 19 EF-1-1-3 20 A 1 0.22 kVA 3.35 kVA -- -- -- 20 21 BC-1-1-1, EF-1-1-1, FC-1-1-1 20 A 2 0.51 kVA 6.42 kVA 3 70 A DOAS-1-2-1 22 23 -- -- -- 0.51 kVA 6.42 kVA -- -- -- 24 25 SMOKE FIRE DAMPER 20 A 1 0.50 kVA 6.42 kVA -- -- -- 26 27 GAS SHUT-OFF 20 A 1 0.60 kVA 1.46 kVA 3 20 A SCU-1-2-1, SCU-1-2-2 28 29 EF-1-2-1, EF-1-2-2, EF-1-2-3, VF-1-2-1 20 A 1 0.90 kVA 1.46 kVA -- -- -- 30 31 BC-1-2-1, FC-1-2-1 20 A 2 0.06 kVA 1.46 kVA -- -- -- 32 33 -- -- -- 0.06 kVA 1.46 kVA 3 20 A SCU-1-2-3, SCU-1-2-4 34 35 SMOKE FIRE DAMPER 20 A 1 0.50 kVA 1.46 kVA -- -- -- 36 37 FC-1-2-2, FC-1-2-3 20 A 2 0.32 kVA 1.46 kVA -- -- -- 38 39 -- -- -- 0.32 kVA 0.54 kVA 1 20 A ROOF RECEPTACLE 40 41 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 42 Total Load: Total Amps: 20.26 kVA 169 A 19.73 kVA 165 A 19.61 kVA 163 A Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Motor 56.38 kVA 108.54% 61.20 kVA Receptacle 0.54 kVA 100.00% 0.54 kVA Total Conn. Load: 59.60 kVA Continuous 1.00 kVA 125.00% 1.25 kVA Total Est. Demand: 64.67 kVA Noncontinuous 1.68 kVA 100.00% 1.68 kVA Total Conn.: 165 A Total Est. Demand: 179 A Notes: Branch Panel: M1 Location: Space 751 Supply From: MSB Mounting: Surface Enclosure: Type 1 200% Volts: 208Y/120V 3P 4W Phases: 3 Wires: 4 Lug Type: Standard Neutral: No A.I.C. Rating: 22,000 Mains Type: MCB Bus Rating: 100 MCB Rating: 100 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT 1 ROOF RECEPTACLE 20 A 1 0.44 kVA 3.83 kVA 3 45 A VRF-2-1-1 2 3 EF-2-1-3, EF-2-1-4, EF-2-1-5 20 A 1 0.93 kVA 3.83 kVA -- -- -- 4 5 CP-2 20 A 1 0.50 kVA 3.83 kVA -- -- -- 6 7 MV-2 20 A 1 0.18 kVA 1.19 kVA 2 20 A SCU-2-1-1 8 9 W H-2 20 A 1 1.08 kVA 1.19 kVA -- -- -- 10 11 BC-2-1-1, FC-2-1-1, FC-2-1-2, FC-2-1-5 20 A 2 0.54 kVA 0.18 kVA 1 20 A RECEPTACLE 12 13 -- -- -- 0.54 kVA 0.00 kVA 1 20 A SPARE 14 15 FC-2-1-3, FC-2-1-4, FC-2-1-6 20 A 2 0.31 kVA 0.00 kVA 1 20 A SPARE 16 17 -- -- -- 0.31 kVA 0.00 kVA 1 20 A SPARE 18 19 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 20 21 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 22 23 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 24 25 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 26 27 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 28 29 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 30 31 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 32 33 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 34 35 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 36 37 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 38 39 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 40 41 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 42 Total Load: Total Amps: 6.18 kVA 53 A 7.34 kVA 62 A 5.36 kVA 45 A Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Motor 17.62 kVA 116.32% 20.50 kVA Receptacle 0.18 kVA 100.00% 0.18 kVA Total Conn. Load: 18.88 kVA Heating 1.08 kVA 125.00% 1.35 kVA Total Est. Demand: 22.03 kVA Total Conn.: 52 A Total Est. Demand: 61 A Notes: Branch Panel: P2 Location: Space 795 Supply From: DFS Mounting: Flush Enclosure: Type 1 Volts: 208Y/120V 3P 4W Phases: 3 Wires: 4 Lug Type: Standard 200% Neutral: No A.I.C. Rating: 10,000 Mains Type: MCB Bus Rating: 100 MCB Rating: 100 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT 1 RECEPTACLE 20 A 1 1.08 kVA 0.90 kVA 1 20 A RECEPTACLE 2 3 MICROWAVE 20 A 1 0.85 kVA 0.72 kVA 1 20 A RECEPTACLE 4 5 FRIDGE - GFCI 20 A 1 0.85 kVA 1.20 kVA 1 20 A WASHER - GFCI 6 7 FRIDGE - GFCI 20 A 1 0.85 kVA 1.00 kVA 1 20 A DRYER - GFCI 8 9 FRIDGE - GFCI 20 A 1 0.85 kVA 0.80 kVA 1 20 A LIGHTING, RECEPTACLE, TV - AFCI 10 11 COFFEE MACHINE 20 A 1 0.85 kVA 0.80 kVA 1 20 A LIGHTING, RECEPTACLE, TV- AFCI 12 13 RANGE HOOD 20 A 1 1.20 kVA 0.80 kVA 1 20 A LIGHTING, RECEPTACLE, TV - AFCI 14 15 RANGE-GFCI 20 A 1 0.36 kVA 0.80 kVA 1 20 A LIGHTING, RECEPTACLE, TV- AFCI 16 17 DISHWASHER 20 A 1 1.44 kVA 0.94 kVA 1 20 A RECEPTACLE, TV 18 19 GARBAGE DISPOSAL 20 A 1 0.83 kVA 0.50 kVA 1 20 A GEN ANNUNCIATOR PANEL 20 21 RECEPTACLE 20 A 1 0.90 kVA 0.50 kVA 1 20 A FA ANNUNCIATOR PANEL 22 23 RECEPTACLE 20 A 1 0.90 kVA 0.90 kVA 1 20 A RECEPTACLE 24 25 AV CABINET 20 A 1 0.50 kVA 0.00 kVA 1 20 A SPARE 26 27 TV 20 A 1 0.40 kVA 0.00 kVA 1 20 A SPARE 28 29 RECEPTACLE 20 A 1 0.36 kVA 0.00 kVA 1 20 A SPARE 30 31 GRILL HOOD 20 A 1 1.00 kVA 0.00 kVA 1 20 A SPARE 32 33 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 34 35 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 36 37 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 38 39 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 40 41 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 42 Total Load: Total Amps: 8.66 kVA 75 A 6.18 kVA 51 A 8.24 kVA 71 A Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Kitchen Equipment 6.05 kVA 65.00% 3.93 kVA Motor 3.03 kVA 109.90% 3.33 kVA Total Conn. Load: 23.08 kVA Receptacle 7.74 kVA 100.00% 7.74 kVA Total Est. Demand: 21.30 kVA LIGHTING 0.16 kVA 125.00% 0.19 kVA Total Conn.: 64 A Noncontinuous 6.10 kVA 100.00% 6.10 kVA Total Est. Demand: 59 A * NOTE: LIGHTING AND RECEPTACLE CIRCUITS IN BUNK ROOMS SHALL HAVE AFCI BREAKERS AND DEDICATED NEUTRALS. �QFtOFESp NrNyA,\- ATy� A, z II o m Q Nb. E 2100 Z 005-150 coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com CONSULTINGTELEN www, m' RD, E3WSMDIEG0, G1921 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 d" DESCRIPTION: DATE: BID SET 12/15/25 1 PROJECT NUMBER: 230101 SHEET TITLE: ELECTRICAL PANEL SCHEDULES SHEET NUMBER: E0n6 Branch Panel: T1 Location: Space 761 Volts: 208Y/120V 3P 4W Supply From: DFS Phases: 3 Mounting: Surface Wires: 4 Enclosure: Type 1 Lug Type: Standard 200% Neutral: No Notes: NOTE 1 - CIRCUIT BREAKER TO BE RED HANDLE WITH A LOCKING DEVICE FEATURE. A.I.C. Rating: 22,000 Mains Type: MCB Bus Rating: 100 MCB Rating: 100 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT 1 RECEPTACLE 20 A 1 0.54 kVA 0.50 kVA 1 20 A ACCESS CONTROL PANEL 2 3 RECEPTACLE 20 A 1 0.36 kVA 0.50 kVA 1 20 A BMS CONTROL PANEL 4 5 RECEPTACLE 20 A 1 0.36 kVA 0.50 kVA 1 20 A ALERTING CONTROL PANEL 6 7 RECEPTACLE 20 A 1 0.36 kVA 0.50 kVA 1 20 A FACP - NOTE 1 8 9 RECEPTACLE 20 A 1 0.36 kVA 0.50 kVA 1 20 A ERRCS 10 11 L5-30R 30 A 1 2.52 kVA 0.50 kVA 1 20 A NONCONTINUOUS 12 13 L6-30R 30 A 2 2.19 kVA 0.00 kVA 1 20 A SPARE 14 15 -- -- -- 2.19 kVA 0.00 kVA 1 20 A SPARE 16 17 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 18 19 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 20 21 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 22 23 SPARE 20 A 1 1 0.00 kVA 0.00 kVA 1 20 A SPARE 24 Total Load: Total Amps: 4.09 kVA 34 A 3.91 kVA 33 A 3.88 kVA 32 A Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Receptacle 1.98 kVA 100.00% 1.98 kVA Noncontinuous 9.89 kVA 100.00% 9.89 kVA Total Conn. Load: 11.87 kVA Total Est. Demand: 11.87 kVA Total Conn.: 33 A Total Est. Demand: 33 A Branch Panel: LTG INV Location: Space 751 Supply From: L2 Mounting: Surface Enclosure: Type 1 Notes: LIGHTING INVERTER TO BE LV-2-R-1-132006 OR EQUAL. Volts: 120V 1 P 2W Phases: 1 Wires: 2 Lug Type: Standard 200% Neutral: No A.I.C. Rating: 10,000 Mains Type: MCB Bus Rating: 60 MCB Rating: 20 CKT Circuit Description Trip Poles C Poles Trip Circuit Description CKT 1 LIGHTING 20 A 1 0.06 kVA -- 1 -- BUSSED SPACE 2 3 LIGHTING 20 A 1 0.09 kVA -- 1 -- BUSSED SPACE 4 5 LIGHTING 20 A 1 0.09 kVA -- 1 -- BUSSED SPACE 6 Total Load: Total Amps: 0.24 kVA 2 A Load Classification Connected Load Demand Factor Estimated Demand Panel Totals LIGHTING 0.24 kVA 125.00% 0.30 kVA Total Conn. Load: 0.24 kVA Total Est. Demand: 0.30 kVA Total Conn.: 2 A Total Est. Demand: 2 A Notes: Branch Panel: P3 Location: Space 741 Supply From: DFS Mounting: Flush Enclosure: Type 1 200% Volts: 208Y/120V 3P 4W Phases: 3 Wires: 4 Lug Type: Standard Neutral: No A.I.C. Rating: 22,000 Mains Type: MCB Bus Rating: 200 MCB Rating: 200 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT 1 APP BAY DOOR -- -- APP BAY DOOR 20 A 3 1.27 kVA 0.72 kVA 1 20 A RECEPTACLE WASHER - GFCI 2 3 -- -- 1.27 kVA 1.20 kVA 1 20 A 4 6 8 5 -- -- 1.27 kVA 1.00 kVA 1 20 A DRYER - GFCI 7 20 A 3 1.27 kVA 0.72 kVA 1 20 A WIREMOLD 9 -- -- -- 1.27 kVA 0.72 kVA 1 20 A WIREMOLD 10 11 -- -- -- 1.27 kVA 0.72 kVA 1 20 A WIREMOLD 12 13 RECEPTACLE 20 A 1 0.72 kVA 0.00 kVA 1 20 A SPARE 14 15 GPS SYSTEM 20 A 1 0.50 kVA 0.00 kVA 1 20 A SPARE 16 17 MASTER CONTROL PANEL 20 A 1 0.50 kVA 0.00 kVA 1 20 A SPARE 18 19 RECEPTACLE 20 A 1 0.54 kVA 0.00 kVA 1 20 A SPARE 20 21 APP BAY DOOR 20 A 3 1.27 kVA 0.00 kVA 1 20 A SPARE 22 23 -- -- -- 1.27 kVA 0.00 kVA 1 20 A SPARE 24 25 -- -- -- 1.27 kVA 0.00 kVA 1 20 A SPARE 26 27 APP BAY DOOR 20 A 3 1.27 kVA 0.00 kVA 1 20 A SPARE 28 29 -- -- -- 1.27 kVA 0.00 kVA 1 20 A SPARE 30 31 -- -- -- 1.27 kVA 0.00 kVA 1 20 A SPARE 32 33 POWER CORD REEL 20 A 1 1.00 kVA 0.00 kVA 1 20 A SPARE 34 35 POWER CORD REEL 20 A 1 1.00 kVA 0.00 kVA 1 20 A SPARE 36 37 POWER CORD REEL 20 A 1 1.00 kVA 0.00 kVA 1 20 A SPARE 38 39 POWER CORD REEL 20 A 1 1.00 kVA 0.00 kVA 1 20 A SPARE 40 41 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 42 Total Load: Total Amps: 8.77 kVA 74 A 9.49 kVA 80 A 8.29 kVA 69 A Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Motor 15.20 kVA 106.25% 16.15 kVA Receptacle 2.48 kVA 100.00% 2.48 kVA Total Conn. Load: 26.54 kVA Noncontinuous 8.86 kVA 100.00% 8.86 kVA Total Est. Demand: 27.49 kVA Total Conn.: 74 A Total Est. Demand: 76 A Notes: Branch Panel: P4 Location: Space 751 Supply From: DFS Mounting: Surface Enclosure: Type 1 Volts: 208Y/120V 3P 4W Phases: 3 Wires: 4 Lug Type: Standard 200% Neutral: No A.I.C. Rating: 22,000 Mains Type: MCB Bus Rating: 100 MCB Rating: 100 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT 1 RECEPTACLE 20 A 1 0.72 kVA 0.36 kVA 1 20 A RECEPTACLE 2 3 RECEPTACLE 20 A 1 0.72 kVA 0.50 kVA 1 20 A GENERATOR BATTERY CHARGER 4 5 TV 20 A 1 0.40 kVA 0.50 kVA 1 20 A GENERATOR CONTROLS 6 7 BOTTLE FILLER 20 A 1 0.50 kVA 1.80 kVA 1 20 A GENERATOR BLOCK HEATER 8 9 RECEPTACLE 20 A 1 0.72 kVA 1.20 kVA 1 20 A GATE MOTOR 10 11 RECEPTACLE 20 A 1 0.54 kVA 0.50 kVA 1 20 A IRRIGATION CONTROLLER 12 13 RECEPTACLE 20 A 1 1.08 kVA 0.00 kVA 1 20 A SITE SUMP PUMP 14 15 RECEPTACLE 20 A 1 0.90 kVA 0.00 kVA 1 20 A SPARE 16 17 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 18 19 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 20 21 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 22 23 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 24 25 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 26 27 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 28 29 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 30 31 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 32 33 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 34 35 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 36 37 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 38 39 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 40 41 SPARE 20 A 1 0.00 kVA 0.00 kVA 1 20 A SPARE 42 Total Load: Total Amps: 4.46 kVA 40 A 4.04 kVA 36 A 1.94 kVA 16 A Load Classification Connected Load Demand Factor Estimated Demand Panel Totals Motor 0.00 kVA 0.00% 0.00 kVA Receptacle 5.54 kVA 100.00% 5.54 kVA Total Conn. Load: 10.44 kVA Noncontinuous 4.90 kVA 100.00% 4.90 kVA Total Est. Demand: 10.44 kVA Total Conn.: 29 A Total Est. Demand: 29 A �QFtOFESr p N A 7'y� 2 A, z II o m Q Nb. E 2100 Z OF CA 005-150 coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com CONSULTINGJELEN www, m'uhlnRD 2W, SM DIEGO, Gl921 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: ELECTRICAL PANEL SCHEDULES SHEET NUMBER: E0n7 GENERAL NOTES - SITE E BAY AVE C9', ram. E BALBOA BLVD n n � II II I � DEMO SITE PLAN E 1 ,0 SCALE: 1" = 10'-0" Fus us us us- N 1 ELECTRICAL CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO ROUGH IN. 2 ALL EXTERIOR ELECTRICAL EQUIPMENT AND DEVICES SHALL BE WP NEMA 3R. 3 ALL UTILITY REQUIREMENTS SHALL BE COORDINATED WITH UTILITY FIELD INSPECTOR PRIOR TO ROUGH IN. INCLUDING BUT NOT LIMITED TO QUANTITIES, ROUTING AND JOINT USE TRENCHES. 4 CONTACT SCE PLANNER TO COORDINATE CONNECTION TO SCE SERVICE. 5 CONTACT LOCAL INTERNET PROVIDER TO COORDINATE CONNECTION TO SERVICE. 6 ALL UNDERGROUND POWER CIRCUIT CONDUIT SHALL BE MIN 1"C AND CONDUCTORS SHALL BE #10 MIN. UNO. 7 ELECTRICAL CONTRACTOR TO VERIFY EXACT PLACEMENT OF HANDHOLES AND CONDUIT ROUTING WITH OWNER/ARCHITECT PLANS PRIOR TO ROUGH IN. 8 ELECTRICAL CONTRACTOR TO COORDINATE OUTAGES WITH FACILITY. 9 REFER TO TABLE 300.5 ON SHEET E3.3 FOR MINIMUM COVER REQUIREMENTS FOR WIRING METHODS AND RACEWAYS. SHEET KEYNOTES 1 EXISTING SCE CAPACITOR BANK SHALL BE RELOCATED BY SCE. SCE SHALL DEMOLISH CONDUCTORS. ELECTRICAL CONTRACTOR TO DEMOLISH PAD AND CONDUITS. 2 DEMOLISH EXISTING SECONDARY FEEDER CONDUIT. SCE SHALL REMOVE CONDUCTORS PRIOR TO DEMOLITION 3 DISCONNECT EXISTING GENERATOR AND RETURN TO THE CITY OF NEWPORT. 4 DEMOLISH EXISTING MAIN SWITCHBOARD. SCE METER #223000-011896. SCE SHALL DISCONNECT EXISTING SERVICE CONDUCTORS PRIOR TO DEMOLITION. 5 EXISTING COMMUNICATIONS CABINET TO REMAIN. 6 EXISTING CATV VAULT. 7 EXISTING SCE VAULT. 8 EXISTING TRAFFIC SIGNAL BOX TO BE RELCOATED. COORDAINTE OUTAGES WITH CITY. 9 EXISTING METERED PEDESTALS TO REMAIN. SHOWN FOR REFERENCE ONLY. PROFESS/ONq\ A T o s z o m m Q N�. E 2I�100 Z X I E P. 03/I51/ 7 0 CF AL\F 005-150 coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO CA 92123 619.698.9177 I www.coargroup.com JELEN CONS www [�[ osuh ng. omT[xOp,SFNoI[GO,CA921 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 4 ON DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: SITE DEMO PLAN 0' 10' 20' 40' SHEET NUMBER: Scale: 1" = 10'-0" (1:120) 1 El 0 ■ w Q 0 z Q J L� 1 1 ELECTRICAL SITE PLAN EE l . l� SCALE: 1" = 10'-0" Ir Lup � QAv AV= r—UP E BALBOA BLVD I r I r r 7 7 0 r GENERAL NOTES - SITE 1 ELECTRICAL CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO ROUGH IN. 2 ALL EXTERIOR ELECTRICAL EQUIPMENT AND DEVICES SHALL BE WP NEMA 3R. 3 ALL UTILITY REQUIREMENTS SHALL BE COORDINATED WITH UTILITY FIELD INSPECTOR PRIOR TO ROUGH IN. INCLUDING BUT NOT LIMITED TO QUANTITIES, ROUTING AND JOINT USE TRENCHES. 4 CONTACT SCE PLANNER TO COORDINATE CONNECTION TO SCE SERVICE. 5 CONTACT LOCAL INTERNET PROVIDER TO COORDINATE CONNECTION TO SERVICE. 6 ALL UNDERGROUND POWER CIRCUIT CONDUIT SHALL BE MIN 1"C AND CONDUCTORS SHALL BE #10 MIN. UNO. 7 ELECTRICAL CONTRACTOR TO VERIFY EXACT PLACEMENT OF HANDHOLES AND CONDUIT ROUTING WITH OWNER/ARCHITECT PLANS PRIOR TO ROUGH IN. 8 ELECTRICAL CONTRACTOR TO COORDINATE OUTAGES WITH FACILITY. 9 REFER TO TABLE 300.5 ON SHEET E3.3 FOR MINIMUM COVER REQUIREMENTS FOR WIRING METHODS AND RACEWAYS. SHEET KEYNOTES 1 NEW SCE PAD MOUNTED TRANSFORMER. REFER TO SCE UGS SS504 FOR PAD DETAILS. VERIFY ALL ELECTRICAL CONNECTIONS, LOCATION AND REQUIREMENTS WITH SCE SHOP DRAWINGS PRIOR TO ROUGH IN. 2 PROVIDE UNDERGROUND (2)5"C.O. FROM SCE TRANSFORMER SECONDARY SERVICE TO MAIN SWITCHBOARD. COORDINATE ROUTING AND REQUIREMENTS WITH SCE SHOP DRAWINGS PRIOR TO ROUGH IN. SEE DETAIL 2/E3.1 FOR UTILITY TRENCHING DETAILS. 3 PROVIDE (1)4"C.O. FOR COMMUNICATIONS SERVICE. VERIFY CONDUIT REQUIREMENTS WITH SERVICE PROVIDER SHOP DRAWINGS PRIOR TO ROUGH IN. 4 PROVIDE 1-1/4"C WITH PULL STRING FROM MSB AND TERMINATE TO J-BOX FOR (3) FUTURE EV CHARGER UNIT SPACES. COORDINATE EXACT PLACEMENT WITH OWNER/ARCHITECT PRIOR TO ROUGH IN. 5 PROVIDE WEATHERPROOF JUNCTION BOX FOR GATE KEYPAD. VERIFY REQUIREMENTS WITH GATE MANUFACTURER PRIOR TO ROUGH IN. PROVIDE 3/4"C.O. WITH PULLSTRING FROM KEYPAD JUNCTION BOX TO GATE PEDESTAL FOR ACCESS CONTROL. 6 PROVIDE WEATHERPROOF JUNCTION BOX AND MOTOR RATED TOGGLE SWITCH FOR GATE MOTOR CONTROLLER. VERIFY LOCATION WITH ARCHITECT PRIOR TO INSTALLATION. 7 EXISTING COMMUNICATIONS CABINET TO REMAIN. 8 EXISTING SCE VAULT. 9 PROVIDE JUNCTION BOX AND POWER CONNECTION FOR IRRIGATION CONTROLLER. COORDINATE EXACT LOCATION WITH LANDSCAPE PLANS PRIOR TO ROUGH IN. 10 PROVIDE (1)3" CONDUIT FOR CATV SERVICE. VERIFY CONDUIT REQUIREMENTS WITH SERVICE PROVIDER SHOP DRAWINGS PRIOR TO ROUGH IN. 11 EXISTING CATV VAULT. 12 PROVIDE UNDERGROUND (1)5"C.O. FROM EXISTING SCE VAULT TO SCE PAD MOUNT TRANSFORMER. COORDINATE ROUTING AND REQUIREMENTS WITH SCE SHOP DRAWINGS PRIOR TO ROUGH IN. REFER TO DETAIL 2/E3.1 FOR UTILITY TRENCHING DETAILS. 13 PROVIDE 120V POWER CONNECTION AND DISCONNECT SWITCH FOR CIVIL SUMP PUMP CONTROLLER PANEL. COORDINATE EXACT LOCATION WITH CIVIL DRAWINGS PRIOR TO ROUGH IN. 14 NEW LOCATION FOR EXISTING SCE CAPACITOR BANK. REFER TO SCE UGS SS520 FOR PAD DETAILS. COORDINATE WITH SCE SHOP DRAWINGS PRIOR TO ROUGH IN. 15 PROVIDE REMOVABLE BOLLARDS EVERY 5' TO PROTECT GENERATOR. REFER TO DETAIL 3/E3.3 FOR SCE UGS REMOVABLE BOLLARD DETAILS. TYPICAL. 16 ROUTE GENERATOR POWER AND COMM CONDUITS UNDERGROUND. SEE SHEET E0.2 FOR FEEDER AND CONDUIT SIZE REQUIREMENTS. 17 REPLACE EXISTING BOLLARD WITH REMOVEABLE BOLLARD. TYPICAL OF 5. REFER TO DETAIL 3/E3.3 FOR SCE UGS REMOVABLE BOLLARD DETAILS. 18 PROVIDE WEATHERPROOF COMM JUNCTION BOX FOR GATE MOTOR CONTROLLER. VERIFY REQUIREMENTS WITH GATE MANUFACTURER PRIOR TO ROUGH IN. PROVIDE 1"C.O. WITH PULL STRING FROM MOTOR CONTROLLER JUNECTION BOX TO TELECOM ROOM 120. 19 PROVIDE 1"C WITH PULLSTRING FROM MSB AND TERMINATE TO J-BOX FOR FUTURE EV CHARGER UNIT. COORDINATE EXACT PLACEMENT WITH OWNER/ARCHITECT PRIOR TO ROUGH IN. 20 PROPOSED LOCATION OF MOTORIZED GATE EXIT LOOP. SEE SHOP DRAWINGS FOR INSTALLATION REQUIREMENTS. 21 EXISTING TRAFFIC SIGNAL BOX TO BE RELCOATED. COORDAINTE OUTAGES WITH CITY. 22 PROVIDE (1)4"C.O. FROM SCE CAPACITOR BANK TO SCE PAN MOUNT TRANSFORMER. COORDINATE ROUTING AND REQUIREMENTS WITH SCE SHOP DRAWINGS PRIOR TO ROUGH IN. SEE DETAIL 2/E3.1 FOR UTILITY TRENCHING DETAILS. 23 EXISTING METERED PEDESTALS TO REMAIN. SHOWN FOR REFERENCE ONLY. PROFESS/ONq\ N A TLp 2 o m C N. E 210 0 Z m \ E P. 03/ I/ 7 GP" P OF CA0 005-150 coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO CA 92123 619.698.9177 I www.coargroup.com C IELEN NO 3 www, Vs nRDSTE xL,SAN olEG0, CA 921 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 4 ON DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: ELECTRICAL SITE PLAN 0' 10' 20' 40' SHEET NUMBER: Scale: 1" = 10'-0" (1:120) 1 E 1 ■ 1 E BAY AVE E BALBOA BLVD LIGHTING SITE PLAN SCALE: 1" = 10'-0" GENERAL NOTES - SITE O??,OFESS/p N A Tl,4 y A, Lp 1 ELECTRICAL CONTRACTOR TO VERIFY EXISTING CONDITIONS c Z m PRIOR TO ROUGH IN. N . E 210 0 E P. 03/ 1/ 7 2 ALL EXTERIOR ELECTRICAL EQUIPMENT AND DEVICES SHALL BE WP NEMA 3R. q C, 3 ALL UTILITY REQUIREMENTS SHALL BE COORDINATED WITH F OF CA��F°� UTILITY FIELD INSPECTOR PRIOR TO ROUGH IN. INCLUDING BUT 005-150 NOT LIMITED TO QUANTITIES, ROUTING AND JOINT USE TRENCHES. 4 CONTACT SCE PLANNER TO COORDINATE CONNECTION TO SCE SERVICE. 5 CONTACT LOCAL INTERNET PROVIDER TO COORDINATE DESIGN GROUP CONNECTION TO SERVICE. -COW 6 ALL UNDERGROUND POWER CIRCUIT CONDUIT SHALL BE MIN 1"C 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 AND CONDUCTORS SHALL BE #10 MIN. UNO. 619.698.9177 I www.coargroup.com 7 ELECTRICAL CONTRACTOR TO VERIFY EXACT PLACEMENT OF HANDHOLES AND CONDUIT ROUTING WITH OWNER/ARCHITECT PLANS PRIOR TO ROUGH IN. 8 ELECTRICAL CONTRACTOR TO COORDINATE OUTAGES WITH C IELEN FACILITY. 9 REFER TO TABLE 300.5 ON SHEET E3.3 FOR MINIMUM COVERE'h�omCONSULTING �'""°"°° "'' REQUIREMENTS FOR WIRING METHODS AND RACEWAYS. SHEET KEYNOTES 1 INSTALL SF1 FLOOD LIGHTS FOR FLAGPOLE. FINAL DISTANCE AND LOCATION TO BE COORDINATED WITH ARCHITECT ON SITE PRIOR TO ROUGH IN. FOR ADDITIONAL INFORMATION REFERENCE LIGHTING DETAIL 5/E3.4. 2 POLE LIGHT.FOR ADDITIONAL INFORMATION REFERENCE LIGHTING DETAIL 200-A/E3.5. PROJECT: LIGHTING ZONE SCHEDULE ZONE LIGHTING AREA SERVED NO. NOTES Z1 ALL NORMAL POWER EXTERIOR FIXTURES O Z2 ALL EMERGENCY EXTERIOR FIXTURES 20 NOTES: 1O PHOTOCELL "ON" PHOTOCELL "OFF" CONTROL. CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: LIGHTING SITE PLAN rlli� 0' 10' 20' 40' SHEET NUMBER: Scale: 1" = 10'-0" (1:120) 1 El ■ - L L2 -111 O Sm. S, - 1 L2 -11 +5' -I C +13' - 0"II L2 -11 SWR r 2-11 T-6" GENERAL NOTES - LIGHTING O QFtOFESS/p N A Tl,4 y F 1 ALL 20A 120V BRANCH CIRCUITS THAT EXCEED 100' SHALL USE z� �o m #10AWG CONDUCTORS. c N. E 210 0 Z E P. 03/ 1/ 7 2 ALL 20A 277V BRANCH CIRCUITS THAT EXCEED 150' SHALL USE #10AWG CONDUCTORS. q c 3 ALL CORRIDOR AND STAIRS LIGHTING MOTION SENSORS SHALL F OF CA��F° REDUCE LIGHTING IN CORRIDOR BY 50% WHEN UNOCCUPIED. 005-150 4 VERIFY ALL FINISHES AND MOUNTING WITH ARCHITECT PRIOR TO PROCUREMENT. 5 ALL CEILING OCCUPANCY SENSORS TO BE 2FT MINIMUM FROM MECHANICAL DIFFUSES. FOLLOW MANUFACTURERS RECOMMENDATIONS. DESIGN GROUP 6 PROVIDE MANUFACTURERS SHOP DRAWINGS FOR ALL LIGHTING 2 3 4 5 6 7 8 9 10 11 12 13 14 CONTROLS PRIOR TO ROUGH IN. 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 7 ALL LIGHTING IS BACKED UP BY THE FULL STATION GENERATOR 619.698.9177 1 www.coargroup.com MA AND EMERGENCY BATTERY PACKS ARE TO BRIDGE THE GAP I I I BEFORE THE GENERATOR KICKS ON. 8 EXIT SIGNS AND PATH OF EGRESS SHALL BE ILLUMINATED AT ALL o TIMES. TO ENSURE CONTINUOUS EGRESS ILLUMINATION SHALL BE Co SU (TYPOF 19),1�-- --�I; CONNECTED TO AN EMERGENCY POWER SYSTEM WITH STORAGE LTG INV-3 10a b 4 BATTERIES, UNIT EQUIPMENT OR AN ON -SITE GENERATOR. FE,h,&oomE= O HR-E , i II II i l i ® o,�9�� 9 ALL DEVICES IN LOCATIONS OTHER THAN ACT OR DRYWALL SHALL HAVE SS COVER PLATES. AREA'S INCLUDE BUT NOT LIMITED TO LL A APPARATUS BAY, TURN OUTS, AND DECON. coar CTI �I� �� 10 SLIDE DIMMERS ARE NOT PERMITTED ON THIS PROJECT. ° ° 11 ALL DEVICES AT COUNTERTOP AND BACKSPLASH IN KITCHEN SR1E SR1E L2-11 I L2-11 B SHALL HAVE SS COVER PLATES. L2-11 L2 11 L2-11 +�,_6„ L2 11 8 +7'-6„ Sw1J I +7'41, sw1 12 PROVIDE DEDICATED NEUTRALS FOR ALL EMERGENCY LIGHTING — — +7, 6„ sw1 sw1- be C AND POWER CIRCUITS. ® x1: S16 2 P 13 SEE ALERTING PLANS FOR DIAGRAMMATIC ALERTING DEVICE L2 3 s1AE L2 1 P 1E 2-1 R4 L1-1 : SO I D LOCATIONS. COORDINATE FINAL LOCATIONS OF ALL DEVICES AND L2 11 P2 EC L1 -1 R1 -1 L1 1 I I OUTER LOBBY LIGHT FIXTURES PRIOR TO ROUGH IN. PROJECT: L23' 3 L2 -11 3 SR1E FIT 11f5 7 i a L1 1 L2-11- ,- „ L2 -11 I00A M 7 +7 - 6 +T - 6" L2 -11 + - L2-11 S1AE L2 1_@ 3a,b L1 1 R1 I SR1E WB WB S 5 0 S sw1 R4E CITY OF NEWPORT BEACH PS1 12 -11 L2- Sw11+T I 1 1 L2 1 L1 -1 R1 E R1� a SW1 SW1 +5'-0" 3 L2-3 ;• - L1 11 a� P7 1 L1 1 E SHEET KEYNOTES 4 _ - X2 - - - - JP,21E=, S1AE ' 'L2-1 .. a UC R A EA L1X1 SR1E L3 w1 1 . rb 2 L1 1 P6B P7E L2-11 STATION N0. 1 &LIBRARY L2-3, L1 b 1 L1 b L1 -3 PS1 R1 1 5 R1E p 13 n1 1 10 LTG INV p 1 W1 VANITY LIGHT TO BE MOUNT AT +T-0" A.F.F. S1BE1 cG R3Q" R3Q I L1 -1 La1 -1 14 2 INSTALL UC UNDERCABINET LIGHT. COORDINATE FIXTURE AND 110 E BALBOA BLVD T-OR: s1B L1 3 R L1 -3 J N a NEWPORT BEACH, 92661 L2 1 a� a �__3a,b SWITCH LOCATION WITH ARCHITECT AND MILLWORK DESIGN CH, CA P7 1 S1A• { -�f,109- a,bll2- • a,b 11 1 L1 1 P7 SR1E DRAWINGS PRIOR TO ROUGH IN. REMOTE POWER SUPPLY TO BE S1AE a,b,c,d,e,g,h,k,m,n,p=P6B CITY CONTRACT N0. C-8865-1 HOSE L2 3 L2 3 S1A _ S16 GO Y/PRINT u IRCULATI DESK L1 -1: , L1 "1 L2 11 INNER LOBBY LOCATED AT A DRY AND ACCESSIBLE LOCATION IF MAINTENANCE APPARATUS BAY a.- L2 3 L2 1 OLl ,1 P1 22 p1=22, n:, p IS REQUIRED. FOR ADDITIONAL INFORMATION REFERENCE a : Q " .a . L1 -7 ' 12 I OOB 1112 1107SHOP 6 -� c ,-: 12 FIALLW Y 10$_ _ 10. LIGHTING DETAIL 31E3.4. �p P4B; 10 �W O S1BE I — R3{ 9 L1 -5 . , 9 I- — r - ! L1 7 F 3 CONNECT WARNING LIGHT FIXTURE SWB TO APP BAY DOOR L2 3 PS1 - - L2 1.'_ 1 1 b-; P4B P6AJP6A - �3 c' • - ` P4B �� B P�Bj L1 -5 L1 -1 ; L1 -1 P4B P4BE Sw1 CONTROL PANEL. WARNING LIGHTS SHALL TURN ON WHEN APP O co . L1 -5 L1 -5 co r, - b . n_ n - _ R5 L2-11 BAY DOORS ARE IN MOTION. VESTIBULE S AI_ S_ b- 9 b -b • P5_. b b OPEN TO ABOVE QR3E QR3E" R3E R3 �� m - L1 1� +7-6" 4 DIMMER SWITCH FOR APP BAY FIXTURES P1-P1E. 1105 M, 2 -3 . L2 5, • 110, 113 L1 3� e l) Z Q LTG INv 1 -- a R - U _T 5 CONNECT FIXTURE SWR TO ALERTING CONTROL PANEL. RED LED w1 1 { S K R F 105 LIGHT SHALL TURN ON TO INDICATE AND ALERTING SITUATION. 4 1BE Q R3-' ,QR3E - L1 3 •" COORDINATE EXACT LOCATION WITH ARCHITECT PRIOR TO /PORN L2-5 L2-5 . L2- S1A g„ ��„ �$„ ILA AREA- _ _ cow•.(o CD R5 ROUGH IN. �� HALL, DECON a,b ;• S1B� a L2 5 °P4A - - : �P4AE P4A rn = P4A _ P4AE= P4A -. L1 13 r r� a,b 110 - rn CO " - �j C° f° CO DESCRIPTION: DATE: e 6 SUSPEND BOTTOM OF PENDANT STRIP PSI +8-00 A.F.F. L � - f,I Qi.- 9 L1 11 L1 -91 in L1 11 L1 11 ' 11 9 L1-9 @ L2-5. 11 4@R3_ aR3 g P5; _ d " 7 SUSPEND BOTTOM OF PENDANT STRIP PS1 @ +9'-00" A.F.F. %M• 11 - 11 P, P1 =22 12 BID SET 12/15/25 a L2 5 L2- O `° k q) _ °' `°oo 8 HANDRAIL PUCK LIGHT FIXTURE TYPE "HR-E" TO BE INTEGRATED `.-----oUC 2 a• a {�.. R3 9 9 m �_T_T_T_ uc �J 5 02• R3, P5 - P R5 AT HANDRAIL STRUCTURE. FOR ADDITONAL INFORMATION +5, 0,+ L2-5- k•, - m - �° - �° m P5 L1 -13 REFERENCE LIGHTING DETAIL 1/E3.5. 3 +5' - 0" L2,11 1 a ifl Pk j m e s16 s16. L - R3 �W1. 12 , - , 9 SUSPEND BOTTTOM OF LINEAR PENDANT P4A AND P4B AT CG SWB `SWB L2 -5 L2 -5. L2 5 L2 -5 ;° 9'-6"A. F. F. L2 -' 1 3 L2 �5 - 12 L1 -13 P1 .22 P1 - 22 SW1 + L2-11- G sw1 owl R2 5 sR1E °G J +T 16„ 10 SUSPEND BOTTTOM OF DECORATIVE PENDANT P6A AND P6B AT +66 A.F.F PER INTERIOIR DESIGNER DIRECTION. L2 -11 L2 -11 - - � L2.5 9,h, R5 R5 R5 R5 ®X1 1 L1 -13 L1 -13 m R5 L1 -1 R5E L1 .1 +T-6" +T 3" R5E_ R5 _ _ �_ 11 REFERENCE ARCHITECT RCP DRAWINGS AND ELEVATIONS FOR TURNOUTS (12) SW1 +T-6" L2 — h1 -1.1 h h1 -13 h M R5 M R5E e1 -13 e1 -13 H L2 -11 SR1� MO m L1 -13 L1 -13 = M L2 -11 MOUTING HEIGHTS. 1114 Y L2-11 36" 36" 36" 3 " 36" 6" R5E 3 R5 13 Sw1 12 PROVIDE 120V CONNECTION FOR ELECTRIC SOLAR SHADES. 1 +7' 16„ J COORDINATE LOCATION WITH ARCHITECT PRIOR TO ROUGH IN. 13 PROVIDE SWITCH FOR MOTORIZED SHADES. SEE MANUFACTURER - SHOP DRAWINGS FOR SWITCH QUANTITY AND REQUIREMENTS. +T-6" sW1 +T-6° y sw1 CHILDREN'S PROGRAM +r 6° 2-1 +7' 16° Sw1 K L211 14 SUSPEND BOTTOM OF PENDANT STRIP P7 IN BETWEEN AND FLUSH L2-11 L2 11 AREA L2 11 FLEX FLEX WITH BOTTOM OF BAFFLE CEILING. I10B 107A 107B L LIGHTING ZONE SCHEDULE ZONE LIGHTING AREA SERVED NOTES NO. Z1 ALL EXTERIOR LIGHTING EXCEPT FOR SWF O Z2 EXTERIOR APP BAY WORK LIGHT FIXTURE SWF ONLY 2O NOTES: 0) PHOTOCELL "ON" PHOTOCELL "OFF" CONTROL. 2O PHOTOCELL "OFF" TIME CLOCK "OFF" AND LOCAL SWITCH "ON" CONTROL. PROJECT NUMBER: 230101 SHEET TITLE: LIGHTING FIRST FLOOR PLAN rlli� 0' 4' 8' 16' 32' SHEET NUMBER: S I 1/8" = 1' nil 96 �.0 lzo. .. 1, 0.., I E2ml 1 1 LIGHTING FIRST FLOOR PLAN E2.1 SCALE: 1 /8" = V-0" SECONDARY DAYLIGHT ZONE 1 LIGHTING SECOND FLOOR PLAN I,JE2.2 SCALE: 1 /8" = 1'-0" 1 2 3 4 5 6 7 8 I I I I I I I I. ' I (TYP OF 19)i;� ,�:I 8LTG INV-3 I� --1;I 10 HR-E Q I� li II li+ aa� M it BUNK 1202 I 9 LTG INV 3 ' SW1E -__- -_- L2 -2 BUN 3a P2 -10 1 R2 12 ' L2 - - W2 5 P2 -10 : -a O W3E 3a'b'c 3a_, I2 P2 -14 — — — - — b— R1}R2— - BR2= O W2 PRIMARY 3a. P2 -14, P2 -14, g La12 - P2-10 a a , DAYLIGHT ZONE 31a M 1 OSWFA K 3a SWFA + 15 0" +15' - 0" - , I204 I - 3a L2 -8 -{, R1 �2' 2 5 L2 -11 L2 -11 Q Q - R2 , OR2' ' W3E , L2 - 3a . ".OR�_ �R2 P2 -16 -12 P2 -12 b a P2 -16 P2 -16 W P2 a a -12 a $ a a 3a 1 4 1 L2 4 L2 -4 OP1 O L P1A - P1AE 7 O L2 7__ 7 �" L2 7. O O :RR' b� R a,b / b lE L2 2 R4E R4 L2 4 L2 4 _ L2 4 i206- a - a',' L2-8 —IF IF 9 10 11 12 I I I I I I I I I I I I 13 14 b b akLL L26c a R3 R3E R3E R3 L2 6 L2 -6 L2 -6 T b b a a L+ 3a,b,c,d,e T T d d T T — — — — LZ -6 LZ -6 — — — — — — — — H PRIMARY PAI10 2 SW1E DAYLIGHT ZONE LTG INV-3 _ — — sF2 12 — — — — — — — K L2 -6 O L2 -6 12 I I I I I I I I I I L GENERAL NOTES - LIGHTING O QFtOFESS/p N A T Hq ti F 1 ALL 20A 120V BRANCH CIRCUITS THAT EXCEED 100' SHALL USE z� do m #10AWG CONDUCTORS. c N. E 210 0 Z E P. 03/ 1/ 7 2 ALL 20A 277V BRANCH CIRCUITS THAT EXCEED 150' SHALL USE #10AWG CONDUCTORS. q c r �° �IN 3 ALL CORRIDOR AND STAIRS LIGHTING MOTION SENSORS SHALL F OF CAO REDUCE LIGHTING IN CORRIDOR BY 50% WHEN UNOCCUPIED. 005-150 4 VERIFY ALL FINISHES AND MOUNTING WITH ARCHITECT PRIOR TO PROCUREMENT. 5 ALL CEILING OCCUPANCY SENSORS TO BE 2FT MINIMUM FROM MECHANICAL DIFFUSES. FOLLOW MANUFACTURERS RECOMMENDATIONS. DESIGN GROUP 6 PROVIDE MANUFACTURERS SHOP DRAWINGS FOR ALL LIGHTING CONTROLS PRIOR TO ROUGH IN. 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 7 ALL LIGHTING IS BACKED UP BY THE FULL STATION GENERATOR 619.698.9177 1 www.coargroup.com AND EMERGENCY BATTERY PACKS ARE TO BRIDGE THE GAP BEFORE THE GENERATOR KICKS ON. 8 EXIT SIGNS AND PATH OF EGRESS SHALL BE ILLUMINATED AT ALL TIMES. TO ENSURE CONTINUOUS EGRESS ILLUMINATION SHALL BE C IELEN CONNECTED TO AN EMERGENCY POWER SYSTEM WITH STORAGE CONSULTA NG BATTERIES, UNIT EQUIPMENT OR AN ON -SITE GENERATOR. www.FLEam'uhin "CoE Z �,hon 2123 gmm 9 ALL DEVICES IN LOCATIONS OTHER THAN ACT OR DRYWALL SHALL HAVE SS COVER PLATES. AREA'S INCLUDE BUT NOT LIMITED TO APPARATUS BAY, TURN OUTS, AND DECON. 10 SLIDE DIMMERS ARE NOT PERMITTED ON THIS PROJECT. 11 ALL DEVICES AT COUNTERTOP AND BACKSPLASH IN KITCHEN SHALL HAVE SS COVER PLATES. 12 PROVIDE DEDICATED NEUTRALS FOR ALL EMERGENCY LIGHTING AND POWER CIRCUITS. 13 SEE ALERTING PLANS FOR DIAGRAMMATIC ALERTING DEVICE LOCATIONS. COORDINATE FINAL LOCATIONS OF ALL DEVICES AND LIGHT FIXTURES PRIOR TO ROUGH IN. PROJECT: CITY OF NEWPORT BEACH SHEET KEYNOTES NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 1 CONTROLLED SWF MAINTENANCE FIXTURE VIA LIGHTING CONTROL PANEL AND MANUAL ON/MANUAL OFF OVERRIDE 110 E BALBOA BLVD SWITCH. FIXTURES SHALL ALSO BE PROGRAMMED WITH NEWPORT BEACH, CA 92661 AUTOMATIC SHUT-OFF AT DAWN. NO AUTOMATIC ON CONTROLS ARE REQUIRED. CITY CONTRACT NO. C-8865-1 2 INSTALL BOTTOM OF P3 PENDANT CYLINDER ABOVE ISLAND AT +6'-6" A. F.F. WPp 3 INSTALL UC UNDERCABINET LIGHT. COORDINATE FIXTURE AND SWITCH LOCATION WITH ARCHITECT AND MILLWORK DESIGN O�c DRAWINGS PRIOR TO ROUGH IN. REMOTE POWER SUPPLY TO BE >- LOCATED AT A DRY AND ACCESSIBLE LOCATION IF MAINTENANCE H IS REQUIRED. FOR ADDITIONAL INFORMATION REFERENCE V _ LIGHTING DETAIL 3/E3.4.` 4 W1 VANITY LIGHT TO BE MOUNT AT +7' 0" A F F c�I-1po N� 5 W2 WALL SCONCE AT DORMS TO BE MOUNT AT +6'-0" A.F.F. 6 LIGHT FIXTURES R6E INSTALL AT STAIRS WILL BE CONTROL BY AN DESCRIPTION: INTEGRATED SENSOR CONTROL. 7 SUSPEND BOTTOM OF PENDANT FIXTURE P1A ON APP BAY TO BID SET MATCH FIXTURE P1B. 8 W3E STEP LIGHT TO BE MOUNTED AT +1'6" A.F.F TO CENTER OF FIXTURE. FIXTURE TO BE CONTROLLED SEPARATELY FROM CORRIDOR LIGHTS, FIXTURES ONLY OPERABLE AT NIGHT FOR PATHWAY DURING ALERTING. 9 PROVIDE A 2-HOUR OVERRIDE SWITCH FOR MAINTENANCE. 10 HANDRAIL PUCK LIGHT FIXTURE TYPE "HR-E" TO BE INTEGRATED AT HANDRAIL STRUCTURE. FOR ADDITIONAL INFORMATION REFERENCE LIGHTING DETAIL 1/E3.5. 11 SURFACE MOUNT P1B AT BOTTOM OF DROP CEILING AT THIS LOCATION. 12 INSTALL SF2 FLOOD LIGHTS FOR WALL MOUNTED FLAG. FINAL LOCATION TO BE COORDINATED WITH ARCHITECT ON SITE PRIOR TO ROUGH IN. 13 INSTALL BOTTOM OF S1A STRIP LIGHT +6-IN ABOVE TOP OF DOOR FRAME. LIGHTING ZONE SCHEDULE ZONE LIGHTING AREA SERVED NOTES NO. Z1 CORRIDOR CEILING LIGHTING R1-R1E O Z2 CORRIDOR LOW LEVEL LIGHT FIXTURE W3E 20 NOTES: 1 DURING NIGHT HOURS FIXTURES SHOULD BE OFF, OCCUPANCY SENSOR TO SLOWLY INCREASE LIGHT LEVEL TO MAX OUTPUT OF 50% OVER 5 MINUTE INTERVAL. COORDINATE NIGHT HOURS WITH OWNER. INTERCONNECT WITH OCCUPANCY SENSOR. O TIME CLOCK "ON" TIME CLOCK "OFF" CONTROL SHALL BE OPERABLE ONLY DURING NIGHT HOURS. COORDINATE OPERATING HOURS WITH OWNER. PROJECT NUMBER: 230101 DATE: 12/15/25 SHEET TITLE: LIGHTING SECOND FLOOR PLAN rlli� 0' 4' 8' 16' 32' SHEET NUMBER: Scale: 1/8" = 1'-0" (1:96) h;e I WP P4-15F9 P3 - 27,29,31 WP P4-15 1 POWER FIRST FLOOR PLAN E2,3 SCALE: 1/8"= 1'-0" 2 3 4 7S8 9 10 I I I I I I I I I 1 0 0 E2.12 u n 0 I —OUTER LOBBY IOOA I INNER LOBBY IOOB GENERAL NOTES - POWER QFtOFESS101V 1 ALL 20A 120V BRANCH CIRCUITS THAT EXCEED 100' SHALL USE Q Z m #10AWG CONDUCTORS. N . E 210 0 E P. 03/ 1/ 7 2 ALL 20A 277V BRANCH CIRCUITS THAT EXCEED 150' SHALL USE #10AWG CONDUCTORS. 3 COORDINATE POWER FEEDS, LOCATIONS, AND WIRING HARNESS F OF CA0F CONFIGURATION WITH FURNITURE VENDOR SHOP DRAWINGS 005-150 PRIOR TO ROUGH -IN. 4 VERIFY MOUNTING HEIGHTS OF ALL DEVICES WITH ARCHITECTURAL ELEVATIONS PRIOR TO ROUGH -IN. 5 ELECTRICAL CONTRACTOR TO PROVIDE DIMENSIONED SHOP DRAWINGS OF ALL ELECTRICAL ROOMS AND PANEL LOCATIONS PRIOR TO ROUGH -IN. DESIGN GROUP 6 COORDINATE ALL WALL MOUNTED ELECTRICAL DEVICE 9640 GRANITE RIDGE DR, SUITE 130 LOCATIONS WITH ADA REQUIREMENTS. sANDIEGo,wA9z619.698.9177 www.coargro group.com 7 MAINTAIN 3-0" WORKING CLEARANCE IN FRONT OF ELECTRICAL EQUIPMENT PER CEC REQUIREMENTS. 8 ELECTRICAL CONTRACTOR TO PROVIDE DIMENSIONED SHOP DRAWINGS OF ALL ELECTRICAL ROOMS AND PANEL LOCATIONS C IELEN PRIOR TO ROUGH -IN. CONSULTINO 9 ALL DEVICES IN LOCATIONS OTHER THAN ACT OR DRYWALL SHALL 1411 wwwEE o='h 11, mT"1 ° A'' HAVE SS COVER PLATES. AREA'S INCLUDE BUT NOT LIMITED TO APPARATUS BAY, TURN OUTS, AND DECON. 10 ALL DISCONNECTS LOCATED IN APP BAY SHALL BE PROVIDED IN A NEMA 3R ENCLOSURE. 11 ALL DEVICES AT COUNTERTOP AND BACKSPLASH IN KITCHEN SHALL HAVE SS COVER PLATES. 12 PROVIDE A MINIMUM OF 24" SEPARATION BETWEEN ELECTRICAL OUTLETS ON OPPOSITE SIDES OF FIRE -RESISTIVE ASSEMBLIES. 13 ALL EXTERIOR GFCI RECEPTACLES SHALL HAVE LOCKABLE, WEATHERPROOF ENCLOSURES. 14 ALL RECEPTACLES IN LIBRARY SPACES SHALL BE TAMPER PROJECT: RESISTANT TYPE. 15 PROVIDE DEDICATED NEUTRALS FOR ALL EMERGENCY LIGHTING CITY OF NEWPORT BEACH AND POWER CIRCUITS. SHEET KEYNOTES 1 MOUNT ALL RECEPTACLES, PUSH BUTTONS AND SWITCHES AT +48"A.F.F. IN THIS ROOM. VERIFY WITH ARCHITECT PRIOR TO ROUGH IN. 2 PROVIDE FUSED DISCONNECT AND ELECTRICAL CONNECTION FOR PLYMOVENT CONTROLLER. CONTROLLER PROVIDED BY PLYMOVENT SYSTEM MANUFACTURER. COORDINATE ADDITIONAL REQUIREMENTS WITH PLYMOVENT MANUFACTURER. 3 PROVIDE JUNCTION BOX AND ELECTRICAL CONNECTION TO APP BAY DOOR MASTER CONTROL PANEL. 4 CONTRACTOR SHALL FURNISH AND INSTALL AN INTELLIGREEN OPTICOM GPS PUSH BUTTON WITHIN THE FIRE STATION TO ACTUATE TRAFFIC SIGNAL EMERGENCY VEHICLE PRE-EMPTION. INSTALL (2)#14 CONDUCTOR CABLES IN 3"C. FROM THE PUSH BOTTON TO THE CONTROLLER. NO SPLICING PERMITTED. 5 PROVIDE MOTORIZED DOOR CONTROL STATION WITH "OPEN -STOP -CLOSE" CONTROLS. VERIFY MOUNTING HEIGHT AND LOCATION WITH DOOR MANUFACTURER SHOP DRAWINGS. PROVIDE CONTROL IN 3/4"C AS REQUIRED BY MANUFACTURER. PROVIDE CONNECTIONS TO PHOTOEYE AS REQUIRED. PROVIDE EACH DOOR WITH PHOTO SENSOR, COORDINATE REQUIREMENTS WITH OVERHEAD DOOR SUPPLIER. PROVIDE WIRELESS DOOR CONTROLLERS. VERIFY LOCATION, MOUNTING HEIGHT AND REQUIREMENTS WITH ARCHITECT PRIOR TO ROUGH IN. 6 PROVIDE WIREMOLD PLUGSTRIP WITH EQUIVALENT OF (4) DUPLEX RECEPTACLES. PROVIDE LENGTH PER PLAN. PROVIDE SHOP DRAWINGS SUBMITTAL FOR APPROVAL. 7 PROVIDE TAMPER PROOF RECEPTACLE. 8 ELECTRICAL OUTLETS ARE TO BE PROVIDED BUILT-IN TO THE CASEWORK. NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 '%ftm.r'3F �' ► I-IFORN/ DESCRIPTION BID SET PROJECT NUMBER: 230101 DATE: 12/15/25 SHEET TITLE: POWER FIRST FLOOR PLAN 0' 4' 8' 16' 32' SHEET NUMBER: Scale: 1/8" = 1'-0" (1:96) h;e 3 ■ GENERAL NOTES - POWER O??,OFESS/p N A T 1, ti A, 1 ALL 20A 120V BRANCH CIRCUITS THAT EXCEED 100' SHALL USE c Z m #10AWG CONDUCTORS. N . E 210 0 E P. 03/ 1/ 7 2 ALL 20A 277V BRANCH CIRCUITS THAT EXCEED 150' SHALL USE #10AWG CONDUCTORS. 3 COORDINATE POWER FEEDS, LOCATIONS, AND WIRING HARNESS F OF CA\-\F CONFIGURATION WITH FURNITURE VENDOR SHOP DRAWINGS 005-150 PRIOR TO ROUGH -IN. 4 VERIFY MOUNTING HEIGHTS OF ALL DEVICES WITH ARCHITECTURAL ELEVATIONS PRIOR TO ROUGH -IN. 5 ELECTRICAL CONTRACTOR TO PROVIDE DIMENSIONED SHOP cDar DRAWINGS OF ALL ELECTRICAL ROOMS AND PANEL LOCATIONS PRIOR TO ROUGH -IN. DESIGN GROUP 1 2 3 4 5 6 i 7 8 9 10 11 12 13 14 6 COORDINATE ALL WALL MOUNTED ELECTRICAL DEVICE 9640 GRANITE RIDGE DR, SUITE 130 LOCATIONS WITH ADA REQUIREMENTS619.698.9177 � www.coargroup.com 7 MAINTAIN T-0" WORKING CLEARANCE IN FRONT OF ELECTRICAL EQUIPMENT PER CEC REQUIREMENTS. 8 ELECTRICAL CONTRACTOR TO PROVIDE DIMENSIONED SHOP DRAWINGS OF ALL ELECTRICAL ROOMS AND PANEL LOCATIONS C IELEN 7Tf __ PRIOR TO ROUGH -IN. CONSULTING PATIO -- BUNK 9 ALL DEVICES IN LOCATIONS OTHER THAN ACT OR DRYWALL SHALLEE��'h�Rom"W'M°"°° �'' HAVE SS COVER PLATES. AREA'S INCLUDE BUT NOT LIMITED TO APPARATUS BAY, TURN OUTS, AND DECON. -- — — — — — — — — — — A 10 ALL DISCONNECTS LOCATED IN APP BAY SHALL BE PROVIDED IN A WP -- I NEMA 3R ENCLOSURE. BUNK _ _ _ 11 ALL DEVICES AT COUNTERTOP AND BACKSPLASH IN KITCHEN 1202 P2 -10 P2 14 - SHALL HAVE SS COVER PLATES. P2-10 12 PROVIDE A MINIMUM OF 24" SEPARATION BETWEEN ELECTRICAL P2=10 TV P2=14 C OUTLETS ON OPPOSITE SIDES OF FIRE -RESISTIVE ASSEMBLIES. -4� �+60�� -TVA -P2 -14 +60" D 13 ALL EXTERIOR GFCI RECEPTACLES SHALL HAVE LOCKABLE, P2-2 �, WEATHERPROOF ENCLOSURES. BUNK 14 ALL RECEPTACLES IN LIBRARY SPACES SHALL BE TAMPER PROJECT: 1204 P2 -161 RESISTANT TYPE. +60J 15 PROVIDE DEDICATED NEUTRALS FOR ALL EMERGENCY LIGHTING P2 12 P2 16 P2-16 �� AND POWER CIRCUITS. CITY OF NEWPORT BEACH P2 -12 SHEET KEYNOTES 1 PROVIDE ELECTRICAL CONNECTION TO GENERATOR ANNUNCIATOR PANEL. 2 PROVIDE ELECTRICAL CONNECTION TO FIRE ALARM REMOTE ANNUNCIATOR PANEL. COORDINATE LOCATION AND REQUIREMENTS WITH FA CONTRACTOR. 3 PROVIDE 10/3 600V WATER RESISTANT AND RUBBER COATED DROP CORD WITH A WATERPROOF BELL BOX WITH A RUBBER COATED LID. THE CORD SHALL TERMINATE WITH A 20A CONNECTOR 48" FROM THE FLOOR. 4 PROVIDE 120V CONNECTION FOR AV CABINET. COORDINATE LOCATION WITH AV CONTRACTOR PRIOR TO ROUGHT IN. rlllti� 1 NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: POWER SECOND FLOOR PLAN SHEET NUMBER: Scale: 1/8" = 1'-0" 1) POWER SECOND FLOOR PLAN E2.4J SCALE: 1 /8" = 1'-0" "96, I E2m4 GENERAL NOTES - SIGNAL APPARATUS BAY 1112 1 SIGNAL FIRST FLOOR PLAN E2.5 SCALE: 1 /8" = F-0" 1 2 3 4 I I I I I I I I I I I I I I 0 I � I OFF1('F 10j I I I I 4"�—n BOOK DROP OUTER LOBBY I INNER LOBBY 100B I �- - -(: ) F 1 PROVIDE ALL SPARE CONDUIT WITH PULL STRING. 2 COORDINATE ALL WALL MOUNTED DATA DEVICE LOCATIONS WITH ADA REQUIREMENTS. 3 PROVIDE 1"C. PULL STRING WITH EACH TELEPHONE AND DATA DROP LOCATION. COORDINATE ADDITIONAL REQUIREMENTS WITH TELECOMMUNICATIONS CONTRACTOR PRIOR ROUGH IN. 4 ALL DEVICES IN LOCATIONS OTHER THAN ACT OR DRYWALL SHALL HAVE SS COVER PLATES. AREA'S INCLUDE BUT NOT LIMITED TO APPARATUS BAY, TURN OUTS, AND DECON. 5 ALL DEVICES AT COUNTERTOP AND BACKSPLASH IN KITCHEN SHALL HAVE SS COVER PLATES. SHEET KEYNOTES 1 APPROXIMATE LOCATION OF HEAD END AMPLIFIER. COORDINATE EXACT LOCATION WITH ARCHITECT PRIOR TO ROUGH IN. 2 PROVIDE (1)3/4"C.O. FROM INTERCOM LOCATION TO TELECOMM ROOM ACCESS PANEL. 3 PROVIDE JUNCTION BOX/PULLBOX ABOVE DOOR FOR REMOTE DOOR CONTROL CIRCUIT. INTERCONNECT TO LOW VOLTAGE POWER SUPPLY/DOOR STRIKE AS REQUIRED. PROVIDE (1)3/4" CONDUIT HOMERUN TO ACCESS CONTROL PANEL IN TELECOMM ROOM. VERIFY ALL REQUIREMENTS WITH ARCHITECT AND OWNER PRIOR TO ROUGH IN. 4 PROVIDE JUNCTION BOX FOR GATE CONTROL. COORDINATE EXACT LOCATION WITH ARCHITECT PRIOR TO ROUGH IN. 5 PROVIDE CAT6 DATA CONNECTION FOR ATS CONTROLLER. 6 ELECTRICAL OUTLETS ARE TO BE PROVIDED BUILT-IN TO THE CASEWORK. ?\ko FESS/pNA- A, z II o m Q Nb. E 21040 Z 005-150 coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com 1 C IELEN w CONSULTING Com'uhln, 2DIG PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 paaam!.a"" \ l� C 7-:F O OR DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: SIGNAL FIRST FLOOR PLAN rAill 0' 4' 8' 16' 32' SHEET NUMBER: Scale: 1/8" = 1'-0" (1:96) h2mb GENERAL NOTES - SIGNAL O ??,OFESS/p N A T,,,4 y Lp 1 PROVIDE ALL SPARE CONDUIT WITH PULL STRING. c Z m 2 COORDINATE ALL WALL MOUNTED DATA DEVICE LOCATIONS WITH E E 210 0 E P. 03/ I/ 7 ADA REQUIREMENTS. 3 PROVIDE VIC. PULL STRING WITH EACH TELEPHONE AND DATA DROP LOCATION. COORDINATE ADDITIONAL REQUIREMENTS WITH F of cA��F° TELECOMMUNICATIONS CONTRACTOR PRIOR ROUGH IN. 005-150 4 ALL DEVICES IN LOCATIONS OTHER THAN ACT OR DRYWALL SHALL HAVE SS COVER PLATES. AREA'S INCLUDE BUT NOT LIMITED TO APPARATUS BAY, TURN OUTS, AND DECON. 5 ALL DEVICES AT COUNTERTOP AND BACKSPLASH IN KITCHEN cDar SHALL HAVE SS COVER PLATES. DESIGN GROUP 1 2 3 4 5 6� 7 8 9 10 11 12 13 14 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com SHEET KEYNOTES 1 APPROXIMATE LOCATION OF HEAD END AMPLIFIER. COORDINATE EXACT LOCATION WITH ARCHITECT PRIOR TO ROUGH IN. C IELEN 23 PATIO 2 PROVIDE (2) JUNCTION BOXES WITH HDMI CABLE WITH FEMALE LTA -- -- NK PORTS AND ROUTE IN (1) 1"C. MOUNT (1) BOX AT +12" AND (1) BOX°RE RD,mE� ��EG��921 AT +60". 3 PROVIDE RECESSED FIRE ALARM REMOTE ANNUNCIATOR PANEL. PROVIDE (1)1"C.O. AND PULL STRING BACK TO TELECOMM ROOM AND TERMINATE AT FACP. BUNK +42„ B 4 PROVIDE RECESSED GENERATOR REMOTE ANNUNCIATOR PANEL. 1202 +42" PROVIDE (1)1"C.O. AND PULL STRING BACK TO TELECOMM ROOM. +60" — — — l� SD S D I 111,111ILrWTY I BUNK %nl f iff PROJECT: rlli� 0' 4' 8' 16' 32' Scale: 1/8" = 1'-0" (1:96) CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: SIGNAL SECOND FLOOR PLAN SHEET NUMBER: E2m6 SIGNAL SECOND FLOOR PLAN E2.6 SCALE: 1 /8" = 1'-0" 2 3 4 I I I M2-1,3 ';AM Io u 10 WORK AREA j 115 nB OUTER LOBBY IOOA INNER LOBBY IOOB GENERAL NOTES - HVAC POWER O QFtOFESS/p N A T 1, ti 4- Lp�� 1 CONTRACTOR TO COORDINATE CONDUIT RUNS WITH OTHER c Z m TRADES PRIOR TO ROUGH IN. N . E 210 0 E P. 03/ 1/ 7 2 ELECTRICAL CONTRACTOR TO COORDINATE FUSE SIZES FOR ALL MECHANICAL EQUIPMENT WITH MANUFACTURER q C RECOMMENDATIONS PRIOR TO ROUGH IN. F OF CA0 3 SEE HVAC EQUIPMENT SCHEDULES ON SHEET E0.4. 005-150 4 ALL EXTERIOR EQUIPMENT SHALL BE PROVIDED WITH WEATHERPROOF ENCLOSURE. cDar SHEETKEYNOTES DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com 1 INDOOR UNIT TO BE POWERED FROM OUTDOOR UNIT. ELECTRICAL CONTRACTOR TO PROVIDE CONNECTIONS PER UNIT MANUFACTURER'S INSTALLATION REQUIREMENTS. 2 PROVIDE GAS SOLENOID CONTROL SWITCH. SEE PLUMBING DRAWINGS FOR REQUIREMENTS AND LOCATION. ELEN 3 PROVIDE DEDICATED SWITCH FOR EXHAUST FAN. COORDINATE CONSULTING REQUIREMENTS WITH MECHANICAL DRAWINGS PRIOR TO ROUGH `"°K°"'° °mE M DEGO, 21 23 IN. 4 PROVIDE POWER CONNECTION FOR SMOKE FIRE DAMPERS. COORDINATE REQUIREMENTS AND LOCATION WITH MECHANICAL DRAWINGS PRIOR TO ROUGH IN. TYPICAL FOR ALL SMOKE FIRE DAMPERS. PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: MECHANICAL POWER FIRST FLOOR PLAN rlli� 0' 4' 8' 16' 32' 1 SHEET NUMBER: Scale: 1/8" = 1'-0" "96, � h;e 0 1 1 MECHANICAL POWER FIRST FLOOR PLAN E2.7 SCALE: 1 /8" = V-0" GENERAL NOTES - HVAC POWER O??,OFESS/p N A T y4 y Lp 1 CONTRACTOR TO COORDINATE CONDUIT RUNS WITH OTHER c Z m TRADES PRIOR TO ROUGH IN. N . I=_ 210 0 E P. 03/ 1/ 7 2 ELECTRICAL CONTRACTOR TO COORDINATE FUSE SIZES FOR ALL MECHANICAL EQUIPMENT WITH MANUFACTURER q c RECOMMENDATIONS PRIOR TO ROUGH IN. F OF CA\-\F 3 SEE HVAC EQUIPMENT SCHEDULES ON SHEET E0.4. 005-150 4 ALL EXTERIOR EQUIPMENT SHALL BE PROVIDED WITH WEATHERPROOF ENCLOSURE. cDar SHEETKEYNOTES DESIGN GROUP 1 2 3 4 5 6 7 8 9 10 11 12 13 14 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com 1 INDOOR UNIT TO BE POWERED FROM OUTDOOR UNIT. ELECTRICAL CONTRACTOR TO PROVIDE CONNECTIONS PER UNIT MANUFACTURER'S INSTALLATION REQUIREMENTS. 2 PROVIDE DEDICATED SWITCH FOR EXHAUST FAN. COORDINATE REQUIREMENTS WITH MECHANICAL DRAWINGS PRIOR TO ROUGH C IELEN PATIO - IN. CONSULTING � aao,n 2123 BUNK 3 CONNECT TO GAS SOLENOID VALVE BY PLUMBING FOR RANGE ""°K°"'°E 1200 - 1203 AND BBQ GAS IGNITER SHUT-OFF. ROUTE BRANCH CIRCUIT AS NOTED VIA SYSTEMS CONTROL PANEL. SEE PLUMBING DRAWINGS FOR REQUIREMENTS AND LOCATION. a 4 GAS EPO PUSH BUTTON FOR BBQ/KITCHEN. BUNK 1 �' �' ' I B 5 PROVIDE POWER CONNECTION FOR SMOKE FIRE DAMPERS. 1202 COORDINATE REQUIREMENTS AND LOCATION WITH MECHANICAL CTI T C DRAWINGS PRIOR TO ROUGH IN. TYPICAL FOR ALL SMOKE FIRE s2-1 sFC DAMPERS. —41 1-2-1 M2 - 35 1-2-2 SFD OJ M2 35 SFD D J 5 (Ty P.) BUNK SFD n I (1 PROJECT: rAill 0' 4' 8' 16' 32' Scale: 1/8" = 1'-0" (1:96) CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 c DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: MECHANICAL POWER SECOND FLOOR PLAN SHEET NUMBER: E2m8 1 E2 MECHANICAL POWER SECOND FLOOR PLAN SCALE: 1 /8" = V-0" 1 POWER ROOF PLAN E2.9 SCALE: 1 /8" = 1'-0" GENERAL NOTES - HVAC POWER O QFtOFESS/p N A T 1, ti 4- Lp�� 1 CONTRACTOR TO COORDINATE CONDUIT RUNS WITH OTHER c Z m TRADES PRIOR TO ROUGH IN. N . E 210 0 E P. 03/ 1/ 7 2 ELECTRICAL CONTRACTOR TO COORDINATE FUSE SIZES FOR ALL MECHANICAL EQUIPMENT WITH MANUFACTURER q C RECOMMENDATIONS PRIOR TO ROUGH IN. F OF CA0 3 SEE HVAC EQUIPMENT SCHEDULES ON SHEET E0.4. 005-150 4 ALL EXTERIOR EQUIPMENT SHALL BE PROVIDED WITH WEATHERPROOF ENCLOSURE. cDar SHEET KEYNOTES DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com 1 UNIT TO BE CONTROLLED BY PLYMOVENT CONTROL PANEL. PROVIDE POWER CONNECTION FROM PLYMOVENT CONTROL PANEL TO PLYMOVENT FAN DISCONNECT. COORDINATE ADDITIONAL REQUIREMENTS WITH PLYMOVENT MANUFACTURER. 2 PROVIDE (1)2"C.O. FOR GPS WEATHER HEAD AND ANTENNA. ELEN COORDINATE FINAL LOCATION WITH ARCHITECT PRIOR TO ROUGH CONSULTING IN. MOUNT AT +18" ABOVE ROOF LEVEL. �=Rom"W''""°"°°' —2123 3 PROVIDE (2)3"C.O. AND (1)2"C.O. AND ROUTE FROM TELECOMM ROOM TO ROOF FOR RADIO ANTENNA HOMERUN. COORDINATE FINAL LOCATION FOR THE RADIO ROOF TOP ANTENNA FOR THE RADIO STATION WITH ARCHITECT PRIOR TO ROUGH IN. PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: POWER ROOF PLAN rll� 0' 4' 8' 16' 32' SHEET NUMBER: Scale: 1/8" = 1'-0" (1:96) h;e ■ 9 ALERTING LEGEND APPARATUS BAY 1112 2 3iq 8 �9 10 11 12 13 14 TELCOMM I SORT BOOK DROP 103 OUTER LOBBY IOOA INNER LOBBY IOOB S G2 OMNIALERT STROBE SPEAKER. CEILING MOUNTED WITH 3/4"CONDUIT TO ACCESSIBLE CEILING IF IN HARD CEILING. 0 G2 LED SPEAKER, FLUSH MOUNT. CEILING MOUNTED WITH 3/4"CONDUIT TO ACCESSIBLE CEILING IF IN HARD CEILING. OSPEAKER, FLUSH MOUNT. CEILING MOUNTED WITH 3/4"CONDUIT TO ACCESSIBLE CEILING IF IN HARD CEILING. S WALL MOUNTED SPEAKER, WEATHER-PROOF. +80"@AFF WITH 3/4" CONDUIT WP TO ACCESSIBLE CEILING. MR2 G2 MESSAGE REMOTE 2. +80"@AFF WITH 3/4" CONDUIT TO ACCESSIBLE CEILING. RR2 G2 ROOM REMOTE 2. +60"@AFF WITH 3/4" CONDUIT TO ACCESSIBLE CEILING. TVR G2 HDTV REMOTE. +72"@AFF WITH 3/4" CONDUIT TO ACCESSIBLE CEILING. LOCATION NEAR TV. CIR G2 COLOR INDICATOR REMOTE. +80"@AFF WITH 3/4" CONDUIT TO ACCESSIBLE CEILING. qj PUSH BUTTON - RED. +48"@AFF WITH 3/4" CONDUIT TO ACCESSIBLE CEILING. pg DOOR BELL. +48"@AFF WITH 3/4" CONDUIT TO ACCESSIBLE CEILING. (2)G2 MESSAGE SIGNS (STANDARD 24") GSS (1)ADAPTER PLATE DOUBLE (1)ARTICULATING ARM MOUNT - LONG MOUNT +80"@AFF EXCEPT IN APP BAY. MOUNT +144" IN APP BAY. PROVIDE 3/4" CONDUIT TO ACCESSIBLE CEILING. UPS G2 UNITERRUPTIBLE POWER SUPPLY. REQUIRE 120V POWER. LOCATE IN El TELECOMM ROOM. EdG2 ATX STATION CONTROLLER. FED FROM UPS. LOCATE IN TELECOMM ROOM. rE X P] G2 EXPANSION MODULE. FED FROM UPS. LOCATE IN TELECOMM ROOM. AMP OEM AMPLIFIER. FED FROM UPS. LOCATE IN TELECOMM ROOM. I/O G2 1/0 REMOTE LOCATED IN TELECOMM ROOM. NOTE: THE ALERTING SYSTEM DESIGN ON THIS SET OF PLANS ARE GENERIC AND SHOP DRAWINGS SHOULD BE PROVIDED. LOCATIONS, TYPE OF DEVICES AND MOUNTING HEIGHTS TO BE COORDINATED IN DEFERRED SUBMITTAL. PROFESS/ONq\ A T m Q N E 2I�100 Z x I E P. 03/5I 7 F OF CAUFO 005-150 coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO CA 92123 619.698.9177 I www.coargroup.com T ELEN' CONSULTINO w71111 n 1 RI, 11111, 111 oI[GO, CA 921 'LI PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION BID SET PROJECT NUMBER: 230101 DATE: 12/15/25 1 SHEET TITLE: ALERTING FIRST FLOOR PLAN 0' 4' 8' 16' 32' SHEET NUMBER: S I 1/8" = 1' nil 96 �.0 lz;. .. k 0.., I E2ml 0 1 ALERTING FIRST FLOOR PLAN 2. 1 SCALE: 1 /8" = V-0" ALERTING LEGEND 1 2 3 4 5 6 7 8 9 10 Ill 12 13 14 PATIO RI INK O G2 OMNIALERT STROBE SPEAKER. CEILING MOUNTED WITH 3/4"CONDUIT TO ACCESSIBLE CEILING IF IN HARD CEILING. G2 LED SPEAKER, FLUSH MOUNT. CEILING MOUNTED WITH 3/4"CONDUIT TO ACCESSIBLE CEILING IF IN HARD CEILING. SPEAKER, FLUSH MOUNT. CEILING MOUNTED WITH 3/4"CONDUIT TO ACCESSIBLE CEILING IF IN HARD CEILING. WALL MOUNTED SPEAKER, WEATHER-PROOF. +80"@AFF WITH 3/4" CONDUIT TO ACCESSIBLE CEILING. G2 MESSAGE REMOTE 2. +80"@AFF WITH 3/4" CONDUIT TO ACCESSIBLE CEILING. G2 ROOM REMOTE 2. +60"@AFF WITH 3/4" CONDUIT TO ACCESSIBLE CEILING. G2 HDTV REMOTE. +72"@AFF WITH 3/4" CONDUIT TO ACCESSIBLE CEILING LOCATION NEAR TV. G2 COLOR INDICATOR REMOTE. +80"@AFF WITH 3/4" CONDUIT TO ACCESSIBLE CEILING. PUSH BUTTON - RED. +48"@AFF WITH 3/4" CONDUIT TO ACCESSIBLE CEILING. DOOR BELL. +48"@AFF WITH 3/4" CONDUIT TO ACCESSIBLE CEILING. (2)G2 MESSAGE SIGNS (STANDARD 24") �GSS (1)ADAPTER PLATE DOUBLE 1— (1)ARTICULATING ARM MOUNT - LONG MOUNT +80"@AFF EXCEPT IN APP BAY. MOUNT +144" IN APP BAY. PROVIDE 3/4" CONDUIT TO ACCESSIBLE CEILING. G2 UNITERRUPTIBLE POWER SUPPLY. REQUIRE 120V POWER. LOCATE IN TELECOMM ROOM. G2 ATX STATION CONTROLLER. FED FROM UPS. LOCATE IN TELECOMM ROOM. G2 EXPANSION MODULE. FED FROM UPS. LOCATE IN TELECOMM ROOM OEM AMPLIFIER. FED FROM UPS. LOCATE IN TELECOMM ROOM. G2 1/0 REMOTE LOCATED IN TELECOMM ROOM. NOTE: THE ALERTING SYSTEM DESIGN ON THIS SET OF PLANS ARE GENERIC AND SHOP DRAWINGS SHOULD BE PROVIDED. LOCATIONS, TYPE OF DEVICES AND MOUNTING HEIGHTS TO BE COORDINATED DURING CONSTRUCTION. rlli� 0' 4' 8' 16' 32' Scale: 1/8" = 1'-0" (1:96) �QFtOF A N A 4-�% z II o m Q Nb. E 21040 Z OF CA 005-150 coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com JELEN CONSULTING REARNY 'E0NEG9E5D C uM&m PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 d" DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: ALERTING SECOND FLOOR PLAN SHEET NUMBER: E2ml 1 ALERTING SECOND FLOOR PLAN 22.1 Ij SCALE: 1 /8" = 1 -0" SHEET KEYNOTES Lu U GSD 00 co 0 z I 16 /I -a Lu I I Lu Q I / I Q o I I o f o G o z I / I z I I I i 21 22 I / Q I I / I � GEN-1 TYP.I _ I / 13 � I a Lu I I Lu � I / N 01� 0 I / P4-8 J I - —0— cn 0 I / P4-6 J I 0 / P4-4 J I/ ------------ NO STORAGE WP ENLARGED GENERATOR DETAIL SCALE: 1 /2" = V-0" 6 r P4-2------i M1 Lu ] 0 ------------- ci i o I P4 ------------- ------------,— I M2 I Lu cD L LCP2 � 0 L2-15 F- r -, o � z L2 -p--,L -1 I 1 g LTG INV r w � o 0 LCP1 L1 L1-15 ENLARGED ELECTRICAL & TELCOMM RM SCALE: 1 /2" = V-0" 7) 8) 1 WALL SPACE PRESERVED FOR PV DISCONNECT. 2 PROVIDE 3/4"THICK X 2'LONG X THIGH TELECOMMUNICATIONS GROUNDING BUS BAR. 3 PROVIDE 3/4"THICK X 8'-0" HIGH FIRE RATED PLYWOOD BACKBOARD AROUND THE PERIMETER OF THE TELECOMM ROOM. 4 PROVIDE POWER CONNECTION FOR ACCESS CONTROL PANEL. COORDINATE LOCATION WITH ARCHITECT PRIOR TO ROUGH IN. 5 PROVIDE POWER CONNECTION FOR BMS CONTROL PANEL. COORDINATE LOCATION WITH ARCHITECT PRIOR TO ROUGH IN. 6 PROVIDE POWER CONNECTION FOR UPS ASSOCIATED ALERTING CONTROL PANEL. COORDINATE LOCATION WITH ARCHITECT PRIOR TO ROUGH IN. 7 FREE STANDING TELECOM RACK. 8 PROVIDE LADDER RACK ABOVE RACKING AS SHOWN. 9 PROVIDE L6-30R RECEPTACLE. MOUNT TO LADDER TACK. 10 PROVIDE L5-30R RECEPTACLE. MOUNT TO LADDER RACK. 11 PROVIDE JUNCTION BOX AND ELECTRICAL CONNECTION TO GENERATOR BATTERY CHARGER. COORDINATE EXACT REQUIREMENTS WITH GENERATOR SHOP DRAWINGS PRIOR TO INSTALLATION. 12 PROVIDE ELECTRICAL CONNECTION TO GENERATOR CONTROLS AND ANNUNCIATOR CIRCUITS. 13 PROVIDE JUNCTION BOX AND ELECTRICAL CONNECTION TO GENERATOR BLOCK HEATER. COORDINATE EXACT REQUIREMENTS WITH GENERATOR SHOP DRAWINGS PRIOR TO INSTALLAION. 14 PROVIDE #1/0 BSC GROUND RING. RUN 24" BELOW FINISHED TOP OF SLAB. 15 GROUNDING ELECTRODE ROD 3/4"X10' CLAD COPPER STEEL CONNECTED TO GENERATOR GROUNDING SYSTEM BUS BAR. 16 PROVIDE 3/4"X10'-0" DEEP STEEL GROUND ROD IN UTILITY PULL BOX STAMPED AND LABELED "ELEC". INSTALL PULL BOX FLUSH WITH CONCRETE PAD. INSTALL GROUND PER NEC ARTICLE 250.52(A)(5). 17 PROVIDE (2)4"C.O. SERVICE ENTRANCE POINT STUBS FOR INTERNET PROVIDER. 18 SURFACE MOUNTED FIRE ALARM CONTROL PANEL. PROVIDE CONCEALED PHONE LINE TO PANEL. TERMINATE ALL 3/4"C SHOWN ON ALERTING SHEETS ABOVE ALERTING CONTROL PANEL. 19 PROVIDE LIGHTING INVERTER MYERS ILLUMINATOR LV: LV-2-R-1-B2006 OR EQUAL. 20 PROVIDE PAD FOR GENERATOR. SEE DETAIL 16 ON SHEET S4.1 FOR PAD AND ANCHORAGE DETAIL. 21 PROVIDE REMOVABLE BOLLARDS EVERY 570 PROTECT GENERATOR. REFER TO DETAIL 3/E3.3 FOR SCE UGS REMOVABLE BOLLARD DETAILS. TYPICAL. 22 PAINT GENERATOR PAD RED UP TO 36" AROUND GENERATOR AND IN FRONT OF GSD. PAINT NOTE "NO STORAGE" WHITE WITH 8" HIGH STENCIL. 23 PAINT ELECTRICAL ROOM FLOOR RED. PAINT NOTE "NO STORAGE" WHITE WITH 8" HIGH STENCIL WHERE INDICATED. 24 PROVIDE 120V CONNECTION FOR ERRCS. COORDINATE LOCATION WITH ARCHITECT PRIOR TO ROUGH IN. 25 PROVIDE (1)3"C.O. SERVICE ENTRANCE POINT STUBS FOR CATV PROVIDER. 26 PROVIDE 36" DEDICATED SPACE AND POWER CONNECTION FOR IT EQUIPMENT. �QFtOF A prNyA,]- NTy� A, z II o m Q Nb. E 21040 Z 005-150 coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com T ELEN' CONSULTING RE www, m'uhlnRD, E 2W, SM DIEGO, Gl921 23 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 1 12 m 11 - C D PROJECT NUMBER: 230101 SHEET TITLE: ENLARGED ELECTRICAL PLANS rlli� 0' 1' 2' 4' 8' SHEET NUMBER: S I 1 /2" — 1' 0" 1 24 �.�� . _.. k0.., I E2m12 TO ELECTRICAL PANEL MAIN DOOR PANEL POWER DISCONNECT I IV'lI I IV I IIJI/IVI DETAIL GENERAL NOTES: 1. PROVIDE MANUFACTURER DRAWINGS FOR DOOR POWER AND CONTROLS AS PART OF OVERHEAD DOOR SUBMITTAL. 2. ELECTRICAL CONTRACTOR TO COORDINATOR CONNECTION TO TRAFFIC SIGNAL/OPTICOM CONTROLLER WITH CITY/FIRE DISTRICT. 3. ELECTRICAL CONTRACTOR SHALL COORDINATE CONDUIT AND WIRE REQUIREMENTS WITH OVERHEAD DOOR VENDOR. 4. REFER TO ELECTRICAL SPECIFICATIONS FOR WIRING, RACEWAY AND BOXES REQUIREMENTS. APP BAY DOOR WIRING DIAGRAM SCALE: NTS LIGHTING CIRCUIT REFER TO SHEET E2.2 CONTROL CONDUIT & WIRING nrrrn Tn RAAKII Ir-AnT1 rnrn ITi701rTOkral2,91MGM 0kINal0:l9willy ULVL VV/11\IVIIV\J Ll%J1 I I I I r. UVVI\ JLIVtJVI\ I I r. UVVI\ JLIVJVI\ COORDINATE WITH DOOR CONTROLVENDOR WARNING TAPE CONDUIT(S) AS SHOWN ON PLANS 3" CONCRETE ENCASEMENT AT PARKING LOT AND DRIVEWAYS FOR ALL CONDUIT 2" AND LARGER. 3" SAND ENCASEMENT AT LANDSCAPED AREAS TRENCH DETAIL SCALE: NTS WARNING TAPE CONDUIT(S) AS SHOWN ON PLANS 3" CONCRETE ENCASEMENT AT PARKING LOT AND DRIVEWAYS FOR ALL CONDUIT 2" AND LARGER. 3" SAND ENCASEMENT AT LANDSCAPED AREAS 12" BACKFILL COMPACT TO 95% RELATIVE DENSITY °o\' o .a. ' A 3„ a_ 9 0 o ° oo° V o a- o a a 44 -4 �" J3 3" 3" 3" 12" BACKFILL COMPACT TO 95% RELATIVE DENSITY -V- -4 1 3" 4 0 C o a_ e °o o-o 3' 3" 3" 3" PRIMARY AND SECONDARY TRENCH DETAIL SCALE: NTS FINISHED GRADE OR PAVING EXACT DEPTH TO BE 24„ DETERMINED IN FIELD BY COORDINATION MIN. WITH EXISTING UTILITIES. FINISHED GRADE OR PAVING EXACT DEPTH TO BE 30" DETERMINED IN FIELD BY COORDINATION MIN. WITH EXISTING UTILITIES. TO JUNCTION ZZZZY o BOX o STRIAN RELIEF 3/C S.O. CORD CORD GRIP, TYP. 20 AMP NEMA 5-20R CORD CAP TO ALLOW FOR AUTO EJECT HARDWARE CONNECTION. VERIFY TYPE AND REQUIREMENTS WITH DISTRICT PRIOR TO ROUGH IN. CORD REEL DETAIL SCALE: NTS CADMIUM OR STAINLESS STL. ROUNDHEAD SCREWS BLACK ON WHITE LAMINATED PLASTIC 3/32" THICK MIN. WITH BEVELED EDGE LINE 4-SIZE OF FEEDER ENGRAVED NAMEPLATE DETAIL SCALE: NTS 3" ALL LETTERS PANEL A ,- LINE 1-EQUIPMENT NAME FIRST LEVEL CORR. 1" MIN. 150A. 3P. MSB-3 � LINE 2-LOCATION OF EQUIPMENT BEING SERVED (SW. BD. NP'S ONLY) LINE 3-FEEDER NO. ITEM NO QTY DESCRIPTION 1 1 GROUND BAR 2 2 WALL MTG. BRACKET 3 2 INSULATOR 4 4 5/8-11 X 1 HHCS 5 4 5/8 LOCKWASHER 411 3/411 r ` II SEMI -RECESSED COMBO TELCOM OUTLET (2) CAT 6 & (1) RG6 (TYP.) - 2411 2" TYP. 2 9/16" DIA Allll�l W 411 5 TWO HOLE BOLTED CONNECTION 4 PROFESS/ONq\ N A TUP 2 o m C N. E 210 0 Z m \ E P. 03/ I/ 7 GP P �q FCC OF CA'-\F 005-150 coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO CA 92123 619.698.9177 I www.coargroup.com C IELEN CONSULTINO www. nslu RD,STE xOp, SAN DIEGO, CA 92123 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION BID SET PROJECT NUMBER: 230101 DATE: 12/15/25 SHEET TITLE: ELECTRICAL DETAILS SHEET NUMBER: E3ml DAYROOM TV WALL DETAIL SCALE: NTS GROUNDING BUS DETAIL SCALE: NTS 24 G.A. 24 G.I. FLASHING SET ON MASTIC OVER ROOFING. STRIP IN WITH BASE FLASHING 4" N ROOF ROOF PENETRATION DETAIL SCALE: NTS ROOF RECEPTACLE DETAIL SCALE: NTS RATED FIREWALL PER PLAN MAX. 1-1/2" DIAMETER STEEL CON c1701 ONIT rnNnI IIT O.FF I RA\A/INC;0. APPROVED U.L. LISTED FIRESTOP MATERIAL, INSTALLED IN CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS F RATING = 1 OR 2 HOUR T RATING = 1 HOUR TO BE CONSISTENT WITH U.L. PENETRATION FIRESTOP SYSTEM No. W-L-1050 FOR WALL ASSEMBLY - PER ARCHITECTURAL PLANS FIRE STOPPING DETAIL FOR 1" AND SMALLER CONDUIT 5 FIRE RATED DETAIL E3.2 SCALE: NTS 12" NOTES: 1 WEATHERPROOF BOX. JUNCTION BOX SIZED PER NEC. 02 THREADED HUB. O3 GALVANIZED PIPE STRAP, TYP. 04 RIGS CONDUIT. 05 BUILDINGS WALL. 06 TRANSITION COUPLING. 07 FINISH GRADE. O8 WHERE NECESSARY. O9 PAINT CONDUITS AND JUNCTION BOX TO MATCH EXISTING WALL SURFACE. RATED FIREWALL PER PLAN MAX. 2" DIAMETER STEEL CONDUIT F RATING = 2 HOUR T RATING = 1 HOUR WALL SWITCH/RECEPTACLE RECEPTACLE FINISHED FLOOR UNOBSTRUCTED FORWARD REACH WALL SWITCH/RECEPTACLE Q 00 10" MAX RECEPTACLE FINISHED FLOOR UNOBSTRUCTED SIDE REACH ADA ACCESS DETAIL SCALE: NTS APPROVED U.L. LISTED FIRESTOP MATERIAL, INSTALLED IN CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS TO BE CONSISTENT WITH U.L. PENETRATION FIRESTOP SYSTEM No. W-L-1012 FOR WALL ASSEMBLY - PER ARCHITECTURAL PLANS FIRE STOPPING DETAIL FOR 2" CONDUIT (A) (A) (B) OBSTRUCTED HIGH FORWARD REACH (B) OBSTRUCTED HIGH SIDE REACH TOP OF CONTROL 48"MAX. TOP OF CONTROL SWITCH OUTLET 146"MAX. 34"MAX. SIDE APPROACH 44" MAX FOR FRONT APPROACH PROFESS/ONq\ N A TUP 2 o m C N. E 210 0 Z m \ E P. 03/ I/ 7 GP P �q FCC OF CAO\ 005-150 coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO CA 92123 619.698.9177 I www.coargroup.com CTI E L E N CONSULTINO www, slu RD,STE—, 5AN DIEGO, CA 92123 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION BID SET OUTLET PROJECT NUMBER: 15"MIN. 230101 iI F I ir FINISH FLOOR NOTE: MOUNTING HEIGHT DIMENSIONS ARE TYPICAL FOR ALL HAND OPERABLE DEVICES. 2 ACCESSIBILITY REQUIREMENTS E3.2 SCALE: NTS DATE: 12/15/25 1 SHEET TITLE: ELECTRICAL DETAILS SHEET NUMBER: E3m2 ARTICLE 300 — GENERAL REQUIREMENTS FOR WIRING METHODS AND MATERIALS Table 300.5 Minimum Cover Requirements, 0 to 1000 Volts, Nominal, Burial in Millimeters (Inches) 300.5 Type of Wiring Method or Circuit Column 4 Column 5 Residential Branch Circuits for Control Column 3 Circuits Rated of Irrigation and Nonmetallic 120 Volts or Less Landscape Lighting Raceways Listed with GFCI Limited to Not More Column 2 for Direct Burial Protection and Than 30 Volts and Column 1 Rigid Metal Without Concrete Maximum Installed with Type Direct Burial Conduit or Encasement or Overcurrent OF or in Other Cables or Intermediate Other Approved Protection of Identified Cable or Location of Wiring Method or Conductors Metal Conduit Raceways 20 Amperes Raceway mm in. mm in. mm in. mm in. mm M. Circuit All locations not specified below 600 24 150 6 450 18 300 12 150``, b 6a, b In trench below 50 mm (2 in.) 450 18 150 6 300 12 150 6 150 6 thick concrete or equivalent Under a building 0 0 0 0 0 0 0 0 0 0 (in raceway or (in raceway or (in raceway or Type MC or Type MC or Type MC or Type Type MI cable Type MI cable MI cable identified for identified for identified for direct burial) direct burial) direct burial) Under minimum of 102 mm (4 in.) 450 18 100 4 100 4 150 6 150 6 thick concrete exterior slab with (direct burial) (direct burial) no vehicular traffic and the slab 100 4 100 4 extending not less than 152 mm (in raceway) (in raceway) (6 in.) beyond the underground installation Under streets, highways, roads, 600 24 600 24 600 24 600 24 600 24 alleys, driveways, and parking lots One- and two-family dwelling 450 18 450 18 450 18 300 12 450 18 driveways and outdoor parking areas, and used only for dwelling - related purposes In or under airport runways, 450 18 450 18 450 18 450 18 450 1'; including adjacent areas where trespassing prohibited 30" 3/8" Finished (Grade Surface 70 Chain) 27" 3" 1'— 6" 4" HDG. Pipe x 60" Length 1/4" Wall Thickness (SAP 10210919) NOTE: Lubricate in -ground portion of the pipe to prevent adhesion to the sleeve. 5" HDG. Pipe Sleeve (Base) x 30" Length 1/4" Wall Thickness (SAP 10210918) 6" MIN. Sleeve (Base) 3" MIN. Above Finished Surface 0.2 C.Y. Concrete 4000 PSI @ 28 Days ASTM C33, AGG. 3/8" MAX. Type I Cement Figure MC 830-1.3: Removable Barrier Detail SCE UGS MC-830 REMOVABLE BOLLARD DETAIL SCALE: NTS BONDING & GROUND DETAIL G D J N G H q F E LB 20' ALL SIZES SHOWN ARE FOR Cu.. AL. IS NOT PERMITTED. SES AMPACITY A&C B D E F&G H 600 AMP #4 3/4"x10' (x1) #3/0 #3/0 #3/0 #3/0 800 AMP #4 3/4"x10' (x2) #3/0 #3/0 #3/0 #3/0 OCONCRETE ENCASED ELECTRODE (UFER) (GROUNDING ELECTRODE #1). REFER TO CHART FOR SIZE. MINIMUM 20'. 10 MIL ANNEALED COPPER CLAD STEEL GROUND ROD. OMINIMUM (GROUNDING ELECTRODE #2). REFER TO CHART FOR SIZE. OC GROUNDING ELECTRODE CONDUCTOR. REFER TO CHART FOR SIZE. OINTEGRATED D (FACTORY BONDED) BUS BAR MAIN BONDING JUMPER. REFER TO CHART FOR MINIMUM CONDUCTOR SIZE. (AMPACITY SHALL BE 150% RATED) OMETALLIC PIPING BOND WIRE, REFER TO CHART FOR MINIMUM SIZE. BOND TO ALL METALLIC PIPING (WATER, SPRINKLER, GAS, PNEUMATIC LINES, ETC.) WITHIN THE FIRST ACCESSIBLE 5' OF PIPES ENTRY INTO BUILDING. OBUILDING STEEL BOND WIRE (IF REQUIRED PER BUILDING CONSTRUCTION TYPE). REFER TO CHART FOR MINIMUM SIZE. OBOND WIRE FOR USE WITH MULTIPLE SERVICE's (WHEN PRESENT). REFER TO CHART FOR MINIMUM SIZE. OINTEGRATED (FACTORY BONDED) BUS BAR CASE BOND. REFER TO CHART FOR MINIMUM CONDUCTOR SIZE. OINTEGRATED (FACTORY INSTALLED) GROUND BUS BAR. SHALL BE SIZED TO ACCOMMODATE GROUND WIRE LUGS AS INDICATED ON THE ONE -LINE DIAGRAM. BONDING & GROUND DETAIL SCALE: NTS WARNING MAXIMUM AVAILABLE FAULT CURRENT: 42,000 AMPS DATE: 06/20/2025 PROVIDE SIGNAGE AT MSB AVAILABLE FAULT CURRENT SIGNAGE DETAIL SCALE: NTS PROFESS/ONq\ A T 2 o m Q N�.E2110 0 Z I E P. 03&/ 7 OF CA6\ PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 W PO H Fp FtN�P DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: ELECTRICAL DETAILS SHEET NUMBER: E3m3 3 E3.4 UNDERCABINET LIGHTING DETAILS SCALE: NTS OPTION 1 ALL WIRING TO BE CONCEALED AND OUT OF PUBLIC VIEW 10 LIGHTING CONTROL PER DRAWINGS. OLIGHTING FIXTURE WIRING CONCEAL IN WALL OR IN CABINET. NO EXPOSED WIRING. OLOW VOLTAGE WIRING PER MANUFACTURE WIRING DIAGRAM. ODRIVER (ACCESSIBLE) CONCEAL EITHER ON TOP OF UPPER ABOVE CABINET OR INSIDE LOWER CABINET. OLOW VOLTAGE DIMMING MODULE (ACCESSIBLE) PER MANUFACTURE WIRING DIAGRAM. 06 LUMINAIRE TYPES PER LUMINAIRE SCHEDULE (TYP.). 07 JUMPER CABLE (TYP.). OPTION 2 ALL WIRING TO BE CONCEALED AND OUT OF PUBLIC VIEW ❑FASTEN SEISMIC RESTRAINT CLIPS TO LIGHT FIXTURE WITH HEX WASHER HEAD, SHEET METAL SCREWS, MINIMUM TWO (2) PER CLIP (OPTIONAL METHOD). USE IF SAFETY WIRE SUPPORT HOLES ARE NOT PROVIDED WITH FIXTURE. 12 GA. SLACK SAFETY WIRE TIED TO SEISMIC CLIPS OR SAFETY WIRE SUPPORT HOLES AND ANCHOR TO BUILDING STRUCTURE. MINIMUM FOUR (2) SAFETY WIRES PER LIGHT FIXTURE FOR 2'X4' OR LARGER FIXTURES. Lil #9 SAFETY WIRE TIED TO SAFETY WIRE SUPPORT HOLE AND FASTENED TO BUILDING STRUCTURE WITH 1"X2\" LONG SCREW -EYE OR EQUAL. 121 LIGHT FIXTURE OR SPEAKER ENCLOSURE. EXPOSED T-BAR CEILING SYSTEM OR CONCEALED [3] SEISMIC RESTRAINT CLIP MINIMUM TWO (2) PER LIGHT 3 SUSPENSION SYSTEM. FIXTURE, SCREWED TO T-BAR PER SPECIFICATIONS. TYPICAL. SAFETY WIRE SUPPORT HOLE IN FIXTURE OR SPEAKER ENCLOSURE. [47 LIGHT FIXTURE SAFETY WIRE SUPPORT HOLE. TYPICAL. MOUNTING CHANNELS OR T-BAR BRIDGE TO SPAN ❑5 EXPOSED T-BAR CEILING SYSTEM, HEAVY DUTY GRID. ❑5 CEILING SUSPENSION SYSTEM, AS RECOMMENDED BY TYPICAL. MANUFACTURER. ❑5/16" DIAMETER DRILL -IN EXPANSION ANCHOR (TO 6 CONCRETE) OR TWO (2) #8X1/2" SELF-TAPPPING SCREWS (TO METAL DECKING). TROFFER LIGHTING SEISMIC RESTRAINT DETAIL SCALE: NTS FLAGPOLE - CONCRETE PEDESTAL, 6" ABOVE FINISHED GRADE NEW SF1 FIXTURE HANDHOLE CONCRETE SLAB a_ 0 C 0 a II a — a_ d as FLAG POLE DETAIL SIDE VIEW CN N ," &CONDUCTORS I_— , , BACK TO BUILDING. PROVIDE A DEDICATED CIRCUIT FOR FLAG LIGHT. 161 ATTACH TO SUSPENSION SYSTEM WITH CLIPS OR WIRE TIES. DOWNLIGHTING SEISMIC RESTRAINT DETAIL SCALE: NTS BRACE OR CABI UNOBSTRUCTED CIRCUMFERENCE LOW BAY SEISMIC RESTRAINT DETAIL C-\A/I\ /r—I If_%IA IT PROFESS/ONq\ A TLp 2 o m C N. E 210 0 Z m \ E P. 03/ I/ 7 GP P �q FCC OF CA0 005-150 cDar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO CA 92123 619.698.9177 I www.coargroup.com C IELEN CONSULTINO www, slu RD,STE—, 5AN DIEGO, CA 92123 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 0 DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: LIGHTING DETAILS SHEET NUMBER: SCALE: NTS SCALE: NTS E3m4 HANDRAIL \ PUCK LED LIGHT I \ I � / x I � \ I / / I I I HANDRAIL St I CROSS SECTION ELEVATION WIRING DIAGRAM NOTE: 1.- ELECTRICAL CONTRACTOR TO COORDINATE AND REVIEW SHOP DRAWINGS WITH LIGHTING AND HANDRAIL MANUFACTURE PRIOR TO ROUGH IN. HANDRAIL DETAIL SCALE: NTS CIRCUIT SPLICES SERIES (5KV) (OVERLAP APPLIES TO EACH 120/240V CIRCUIT SPLICES V Y2. 4. THOMAS & BETTS 2D-8 CONNECTOR, SOLDERED OR APPROVED EQUAL GENERAL NOTES THOMAS & BETTS #2D-8 CONNECTOR, SOLDERED OR APPROVED EQUAL (USE APPROVED CRIMPING TOCL). #8 AWG, SCUD COPPER, 5000 VOLT STREET LIGHTING CABLE. 3M/SC0TCH BRAND #23 RUBBER TAPE, OR APPROVED EQUAL, TO OVERLAP MIN. 1" & FILL DIAMETER 3M/SCOTCH BRAND #33 VINYL TAPE, OR APPROVED EQUAL, TO OVERLAP 1- (MIN. 3 WRAPS) 3M/SCOTCH BRAND SCOTCHKOTE SEALANT OVERALL OR APPROVED EQUAL "SEE DIMENSION, LEFT I AWG WIRE (TYP.) 3M/SCOTCH BRAND #23 RUBBER, OR APPROVED EQUAL - 3M/SCOTCH BRAND #33 VINYL (MIN. 3 WRAPS), OR - APPROVED EQUAL 3M/SCOTCH BRAND SCOTCHKOTE SEALANT, OR J APPROVED EQUAL THOMAS & BETTS 600V C-TAP, SERIES 547XX. USE APPROVED T&S TOOL, PER MANUFACTURER, OR APPROVED EQUAL *SEE DIMENSION, LEFT 1. ALL PHASE CONDUCTORS SHALL BE STRANDED COPPER, THWN, IDENTIFIED BY A CONTINUOUS, DISTINCT, COLOR -CODED INSULATION. 2. CIRCUIT PAIRS FOR 240 VAC CONDUCTORS SHALL BE OF TWO DISTINCT COLORS, CONTINUOUSLY TRACEABLE FROM LUMINAIRE TO CIRCUIT BREAKER. 3. WITH THE EXCEPTION OF THE FIRST, 2" DIAMETER CONDUIT FROM THE SERVICE CABINET TO THE FIRST ADJACENT PULLBOX, NO CONDUCTOR INSULATION COLOR SHALL BE DUPLICATED IN ANY CONDUIT RUN. WIRES OF DIFFERENT AWG SIZES MAY REPEAT COLORS IN THE SAME CONDUIT RUN. 4. CIRCUIT GROUNDS SHALL BE #8 AWG BARE, SOLID COPPER, SPLICED USING THOMAS & BETTS 'C-TAP'S AS SHOWN, OR APPROVED EQUAL, ABOVE. GROUND CONDUCTORS TO LUMINAIRES MAY BE REDUCED AS PER SPECIFICATION ON STD 205, BELOW. SPLICES SHALL BE SOLDERED AND TAPED PER VOLTAGE REQUIREMENTS- 5. GRAY (277V), WHITE, OR WHITE NTH COLOR -STRIPED INSULATION SHALL BE USED ONLY FOR THE NEUTRAL, OR GROUNDED -CONDUCTOR. I-2W-3"---I 3 LAYERS OF _51M ELECTRICAL TAPE NO. 23 OVER 3 LAYERS OF 3M TAPE NO. 33 OR EQUAL (TYPICAL), RUBBER BOOT NOT ACCEPTABLE, COAT WITH SCOTCHKOTE SEALANT, OR APPROVED EQUAL. FUSE HOLDER IN PULLBOX TRON J #HEX -AA OR APPROVED EQUAL. TYPICAL FUSE HOLDER *LUMINAIRE & LOAD -SIDE OF FUSE HOLDER COPPER CONDUCTOR SIZING LOAD SIDE STANDARD PHASE CONDUCTOR GROUND CONDUCTOR STD 200-A #10 THWN STRANDED #10 STRANDED STD 200-8 #10 THWN STRANDED #10 STRANDED STD 201 #10 THWN STRANDED #10 STRANDED STD 202 #10 THWN STRANDED #10 STRANDED STD 203-A #10 THWN STRANDED #10 STRANDED STD 203-8 #10 THWN STRANDED #10 STRANDED STD 203-C #10 THWN STRANDED #10 STRANDED STD 203-D #10 THWN STRANDED #10 STRANDED JSE, MSE. * NOTE TERMINATE GROUND CONDUCTOR IN FIXTURE USING APPROPRIATE THOMAS & BETTS 'STA-KON' BRAND, SERIES 'C10', OR APPROVED EQUAL, NON -INSULATED FORK TERMINAL. J APP. dot 51568 11/24/2020 CITY ENGINEER RICE DATE NO. I DATE I DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS CIRCUIT SPLICING STANDARD DRAWING NO. DRAWN: M. ELiAS DATE: 11/3/2020 FUSE HOLDER & WIRING DETAIL 2�5 SHEET 1 OF 1 5'-0" MAX. CONDUCTORS TO EXTEND A MIN. I I OF 24" ABOVE FINISHED SURFACE 1 Y4" CIA. PVC CONCUIT VNTH 3 WIRES 2" CITY PULLBOX AS PER PLAN, AND aELaW %4" CRUSHED BASE \\ �\ \,:Ml \ \\ \ \ 4 4" 4 4" / z 6. INSTALL (2] PER BOX 2Y4" x 4"x8" a COMMON ED BRICK. 1 Y4' DIA, PVC SCHEDULE 40 CONDUIT SECTION A -A EISEL ENTERPRISES NO. 3.5 OR 5 PI BOX OR PRE-APROVED EQUAL MARL "STREET LIGHT HIGH VOLTAGE" BOX SHALL HAVE L TYPE LOCKING BO WITH TAMPER RESISTANT "BRY PENTA NUT LOCKING NIL NOTE: IF 5 OR MORE CONDUIT: TERMINATE IN BOX, USE EISEI ENTERPRISES NO. (5 F) 00: UD SHALL BE STAMPED "HIGI VOLTAGE STREET LIGHTING 1 Y4" DIA. PVC CONDUIT ;LI�melfff?E TYPICAL PULL BOX REQUIRED AT EACH LIGHT STANDARD GENERAL NOTES . V. n,a --- I -i-„-. T STREETLIGH- OR BOLLARD 1. ALL CONDUIT SHALL BE 1 A" DIA. P.V.C., SCHEDULE 40, UNLESS SPECIFIED OTHERWISE, PER PLAN. 2. SEE STD 205 FOR FUSE HOLDER & WIRING DETAILS. 3. AFTER CONDUCTORS ARE INSTALLED, ALL CONDUIT ENDS SHALL BE SEALED WITH DUCT SEAL OR PRE -APPROVED EQUAL. 4. NO CONDUIT RUN SHALL BE GREATER THAN 180' BETWEEN PULL BOXES, UNLESS OTHERWISE APPROVED BY THE CITY. 5. NO MORE THAN TWO (2) 90' BENDS BETWEEN PULL BOXES, UNLESS OTHERWISE APPROVED BY THE CITY. 6. PULL BOXES SHALL NOT BE INSTALLED IN DRIVEWAYS, RAMPS OR BETWEEN THE B.C.R. & E.C.R. FORMER CITY STANDARD PLAN NUMBER (2004 EDITION): STD 204-L APP. A 51568 11/24/2020 CITY ENGINEER RCE DATE I NO. I DATE I DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: M. ELIAS DATE: 11j3/2020 PULL BOX DETAILS 204 SHEET 1 OF 1 BRACKET ARIA 120 240 VAC LED, LUI,MNAIRE LEOTEK OR EQUAL WITH 7-PIN PHOTOELECTRIC CELL AND RECEPTACLE. OOLOR TEMPERATURE, DISTRIBUTION!, FlNISH, DRIVE CURRENT, AND WATTAGE ---_-_-- -_ AlLL BE DETERMINED BY THE CITY ON A CASE -BY -CASE BASIS. ALJJMI NUM CAP r AMEFiON OONCIRETE POLE MIX 37 OR APPROVED EQUAL V 12" AMERON BRACKET ARIA MOUNTING POLE BOLT BOLT CAT- NO. ALUMINUM HEIGHT HEIGHT DISTANCE CIRCLE x Y 4B1-19-F4 4' 20'-9" 19'-2' 12" 17" 4131-24-F4 4' 26'-3' 24'-8" 12' 17' 481-24-F$ 8' 27'-0" 24'-S" 12" 17" GENERAL NOTES 1. BRACKET ARM, MOUNTING AND POLE HEIGHTS TO BE SHOWN ON PLANS. 2. 3'-0" DIA. CIRCULAR FOUNDATION MAY BE USED IN PLACE OF 2'-6' SO. FOUNDATION. 3. ALL BASES SHALL BE POURED TO 4,5" BELOW SIDEWALK GRADE, TO ALLOW FOR 4.5- THICK GROUT. 4. THE AREA AROUND ALL STANDARDS SHALL BE FORMED AND POURED VATH GROUT TO EXTEND 6" BEYOND EDGE OF FOUNDATION, ON EACH SIDE OF STANDARD FROM BACK OF CURB TO FRONT OF STANDARD- GROUT SHALL BE POURED FROM TOP OF BASE TO SIDEWALK GRADE. GROUT SHALL CONSIST OF 2 PARTS SAND AND I PART CEMENT. 5. EACH POLE SHALL HAVE A PULL BOX, SEE STD 204. 6. FUSE HOLDER SMALL BE LOCATED IN ADJACENT PULL BOX, SEE Sip 205. 7, ALL THREADED CONNECTIONS SHALL HAVE PRE -APPROVED ANTI -SEIZE COMPOUND. 8. SEE POLE LEVELING DETAIL TO THE RIGHT. 9. FOR POLE WIRING, SEE STD 205. ACE 10. POLE NUMBERING SHALL BE 1" BLACK VINYL SELF-ADHESIVE FlNISH � NUMBERS ON 1" x 6" REFLECTIVE BACKING INSTALLED IN A 1" MIN.TYP. VERTICAL ORIENTATION. GALVANIZED 11. WIRING FROM ADJACENT PULL BOX TO LUMINAIRE SHALL BE STD NOT #10 AWG INSULATED STRANCED COPPER (NON -GROUNDED CONDUCTORS) AND 112 AWG SOLID COPPER GROUND, MATCH .. - - - COLOR CODE OF CIRCUIT. GALV. STEEL WASHERS ... .... .... .... ...... 12. POLE DOOR HAND HOLE FASTENERS TO BE TAMPER RESISTANT, STAINLESS STEEL. POLE GALVANIZED X STEEL NUT 1' MIN BASE SET BACK PLATE { PER PLAN 8" FOUNDATION $C ADA - - - REQfi f 5p`?AIN. 1 -$n DOOR OPENING 'ERQXY-COATING FACES STREET .- BELOW THREADS 18' MIN. f 11+ 1 Y4" DIA. PVC SCHEDULE 40 CCNDUIT 3' CIA. CIRCULAR - GALVANIZED ANCHCR BOLT 5.5" THICK GROUT ° a � BOLT a' INSTALL ANTI -SEIZE a Y COMPOUND TO THREADS � LEVELING DETAIL 1" x 3b" x V' GALVANIZED ANCHOR BOLT KITH GALVAIIIZED NUT AND (2) WASHERS, EXTEND 3 h- A13M TOP OF FOUNDATION. ab e 0 -17 A DOOR OPENING FACES STREET 2'-6' SQ. 3' DIA. CIRCULAR BASE DETAIL FORMER CITY STANDARD PLAN NUMBER (2004 EDITION): Sip 200-L APP. _ Pk S1Sk 11/2412i120 Cl*Y ENGINEER Lz•-_ 7ATC I `JO. I 7ATE I DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: M. ELTAS LIGHT STANDARD TYPE 1 200-A DATE: 1113/2020 SHEET 1 OF 1 �QFtOFESS/prNyA,\- NATy� A, z II o m Q Nb. E 210y�0 Z 005-150 coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com JELEN CONSULTING www, m' RD, E 2W, SM DIEGO, 2123 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 4 �\ DESCRIPTION: DATE: BID SET 12/15/25 1 PROJECT NUMBER: 230101 SHEET TITLE: LIGHTING DETAILS SHEET NUMBER: E3m5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 01 02 02 02 03 03 04 OS 06 06 06 06 05 04 03 03 02 +.0 0.0 0.0 0.1 -0.1 +0.1 +0.1 +0.2 +0.2 +0.2 +.3 +.3 +0.3 +0.3 +.3 +.2 0.2 + .2 + .1 W Q + .1 z N 0.1 +0.1 0.1 0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 0.0 0.0 0.0 +0.0 +.0 0.0 0.0 +0.0 +.1 +.1 +.1 +.1 +.1 +.1 +.1 +.2 +.2 +.2 +.2 +.2 E BAY AVE 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 01 01 01 01 01 01 01 00 E BALBOA BLVD Statistics Description Symbol Avg Max Max/Min Avg/Min Min APPARATUS SOUTH + 1.2 fc 1.9 fc 3.2:1 2.0:1 0.6 fc FIRESTATION ENTRY + 7.8 fc 13.9 fc 8.2:1 4.6:1 1.7 fc PARKING + 0.8 fc 1.8 fc 9.0:1 4.0:1 0.2 fc PARKING ENTRY PATH + 4.0 fc 17.5 fc 11.7:1 2.7:1 1.5 fc PLAYGROUND + 1.5 fc 4.7 fc 5.9:1 1.9:1 0.8 fc PROP. LINE + 0.2 fc 0.6 fc N/A N/A 0.0 fc SCOPE PERIMETER 0.4 fc 5.1 fc N/A N/A 0.0 fc WALIKG PATH NORTH + 4.9 fc 18.3 fc 14.1:1 3.8:1 1.3 fc WALKING PAD (PARKING) + 2.1 fc 6.4 fc 9.1:1 3.0:1 0.7 fc WALKING PATH - EAST + 2.8 fc 6.9 fc 6.9:1 2.8:1 1.0 fc APARATUS NORTH + 0.9 fc 4.4 fc 11.0:1 2.3:1 0.4 fc QFtOFESS/ONA- z II o m Q Nb. E 21040 Z �0 005-150 coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com TELEN CONSULTING www, m' RD, E 2W, SM DIEGO, -2123 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 = J OR% DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: LIGHTING SITE PLAN - PHOTOMETRICS rlli� 0' 4' 8' 16' 32' SHEET NUMBER: Scale: 1/8" = 1'-0" "96, 1 E4.1 1 LIGHTING SITE PLAN - PHOTOMETRICS E4.1 SCALE: 1" = 10'-0" - - �L - - II I II I� I rL 36' 1 36" 36' 1 36" 36' 36" �7 I I I I I FLEX FLEX 107A 107B I Statistics Description Symbol Avg Max Min Max/Min Avg/Min ADULT STUDY 105 + 44.5 fc 64.7 fc 30.7 fc 2.1:1 1.4:1 APP BAY 1112 + 55.3 fc 68.1 fc 36.1 fc 1.9:1 1.5:1 BOOKSHELF ADULT STUDY + 26.3 fc 34.1 fc 20.3 fc 1.7:1 1.3:1 BOOKSHELF CHILDREN'S AREA + 20.2 fc 23.2 fc 17.4 fc 1.3:1 1.2:1 BOOKSHELF CHILDREN'S AREA + 18.1 fc 24.8 fc 15.7 fc 1.6:1 1.2:1 BOOKSHELF CHILDREN'S AREA + 20.6 fc 25.8 fc 16.2 fc 1.6:1 1.3:1 BOOKSHELF (CHILDREN'S AREA) + 19.9 fc 27.8 fc 14.1 fc 2.0:1 1.4:1 BOOKSHELF (CHILDREN'S AREA) + 20.4 fc 21.1 fc 19.2 fc 1.1:1 1.1:1 BOOKSHELF (CHILDREN'S AREA) + 23.0 fc 28.2 fc 19.3 fc 1.5:1 1.2:1 BOOKSHELF (STACK AREA) + 17.3 fc 28.7 fc 9.1 fc 3.2:1 1.9:1 BOOKSHELF (STACK AREA) + 20.9 fc 36.1 fc 10.2 fc 3.5:1 2.0:1 BOOKSHELF (STACK AREA) + 24.3 fc 37.2 fc 16.2 fc 2.3:1 1.5:1 BOOKSHELF (STACK AREA) + 23.1 fc 36.0 fc 15.5 fc 2.3:1 1.5:1 BOOKSHELF (STACK AREA) + 17.8 fc 21.9 fc 16.2 fc 1.4:1 1.1:1 BOOKSHELF (STACK AREA) + 20.1 fc 33.6 fc 10.6 fc 3.2:1 1.9:1 BOOKSHELF STACK AREA + 23.0 fc 34.9 fc 15.9 fc 2.2:1 1.4:1 CHILDREN'S AREA 110 + 39.8 fc 64.1 fc 22.5 fc 2.8:1 1.8:1 CIRCULATION DESK 104 + 40.6 fc 53.9 fc 26.9 fc 2.0:1 1.5:1 COPY/PRINT 108 + 35.2 fc 44.4 fc 27.1 fc 1.6:1 1.3:1 DECON 1113 + 31.9 fc 39.5 fc 17.9 fc 2.2:1 1.8:1 ELEC 1115 + 30.4 fc 38.9 fc 21.9 fc 1.8:1 1.4:1 EMS 1104 + 15.7 fc 18.7 fc 13.1 fc 1.4:1 1.2:1 FITNESS 1111 + 29.9 fc 41.6 fc 17.7 fc 2.4:1 1.7:1 FLEX 107A + 31.4 fc 41.1 fc 19.3 fc 2.1:1 1.6:1 FLEX 107B + 29.9 fc 37.1 fc 18.3 fc 2.0:1 1.6:1 FS LOBBY 1100 + 20.8 fc 27.9 fc 14.3 fc 2.0:1 1.5:1 HALL 1103 + 15.0 fc 21.3 fc 10.2 fc 2.1:1 1.5:1 HALLWAY 109 + 28.3 fc 37.5 fc 20.5 fc 1.8:1 1.4:1 HOSE 1107/SHOP 1108 + 20.3 fc 24.5 fc 15.1 fc 1.6:1 1.3:1 HWH 1102 + 8.6 fc 9.6 fc 7.2 fc 1.3:1 1.2:1 JAN 114 + 17.6 fc 21.0 fc 14.3 fc 1.5:1 1.2:1 KITCHEN 117 / WORK AREA 115 + 46.1 fc 65.3 fc 19.6 fc 3.3:1 2.4:1 LOBBY 100 + 35.0 fc 41.9 fc 24.5 fc 1.7:1 1.4:1 OFFICE 119 + 28.8 fc 34.3 fc 23.8 fc 1.4:1 1.2:1 RR 111 + 10.9 fc 14.0 fc 6.1 fc 2.3:1 1.8:1 RR 112 + 11.1 fc 14.1 fc 6.7 fc 2.1:1 1.7:1 RR 113 + 11.1 fc 14.1 fc 6.9 fc 2.0:1 1.6:1 RR 1101 + 8.5 fc 9.5 fc 7.2 fc 1.3:1 1.2:1 SELF CHECK 101/1-10LDS 102 + 33.8 fc 37.8 fc 30.7 fc 1.2:1 1.1:1 STACK AREA 106 + 40.3 fc 65.1 fc 18.1 fc 3.6:1 2.2:1 STORAGE 118 + 17.6 fc 21.3 fc 14.9 fc 1.4:1 1.2:1 STORAGE 1109 + 16.8 fc 22.8 fc 7.3 fc 3.1:1 2.3:1 TELECOM 120 + 39.0 fc 46.1 fc 30.0 fc 1.5:1 1.3:1 TURNOUTS 1114 + 27.2 fc 33.7 fc 20.3 fc 1.7:1 1.3:1 VESTIBULE 1105 + 10.9 fc 11.2 fc 10.7 fc 1.0:1 1.0:1 ??,OFESS/Or�,, ��0� N A 7'y� 2 A, z o m Q N. E 210 0 Z E P. 03/ 1/ 7 F OF CAL�FO 005-150 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: LIGHTING FIRST FLOOR PLAN - PHOTOMETRICS 1 LIGHTING FIRST FLOOR PLAN - PHOTOMETRICS E4.2 SCALE: 1 /8" = 1'-0" 0' ' ' ' ' 481632 Scale: 1/8" = 1'-0" (1:96) E402 Statistics Description Symbol Avg Max Min Max/Min Avg/Min BUNK 1203 + 13.0 fc 21.4 fc 0.9 fc 23.8:1 14.4:1 BUNK 1204 + 15.3 fc 23.9 fc 8.6 fc 2.8:1 1.8:1 BUNK 1205 + 12.5 fc 21.5 fc 0.6 fc 35.8:1 20.8:1 DAYROOM 1212 + 18.7 fc 25.2 fc 11.1 fc 2.3:1 1.7:1 FLEX 1207 + 36.5 fc 64.0 fc 16.7 fc 3.8:1 2.2:1 HALL 1201 + 26.3 fc 31.8 fc 10.7 fc 3.0:1 2.5:1 KITCHEN 1212 + 27.9 fc 74.7 fc 6.4 fc 11.7:1 4.4:1 KITCHEN COUNTER + 80.5 fc 102.7 fc 43.2 fc 2.4:1 1.9:1 JAN 1211 + 31.5 fc 49.9 fc 17.1 fc 2.9:1 1.8:1 -LAUNDRY PATIO (FRONT) + 1.6 fc 2.6 fc 0.7 fc 3.7:1 2.3:1 PATIO (REAR) + 2.2 fc 3.6 fc 0.1 fc 36.0:1 22.0:1 RR 1206 + 23.0 fc 32.4 fc 8.2 fc 4.0:1 2.8:1 RR 1208 + 21.3 fc 27.9 fc 13.9 fc 2.0:1 1.5:1 STORAGE 1210 + 22.3 fc 23.9 fc 20.9 fc 1.1:1 1.1:1 BUNK 1202 + 14.2 fc 22.4 fc 6.6 fc 3.4:1 2.2:1 ??,OFESS/Or�,, ��0� N A 7'y� 2 A, z o m Q N. E 210 0 Z E P. 03/ 1/ 7 F OF CAL�FO 005-150 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: LIGHTING SECOND FLOOR PLAN - PHOTOMETRICS 0' ' ' ' ' 481632 Scale: 1/8" = 1'-0" (1:96) 1 LIGHTING SECOND FLOOR PLAN - PHOTOMETRICS E4.3 SCALE: 1 /8" = V-0" E403 Statistics A, z o m Q N. E 210 0 Z Description Symbol Avg Max Min Max/Min Avg/Min E P. 03/ I/ 7 APP BAY 1112 + 1.3 fc 4.6 fc 0.3 fc 15.3:1 4.3:1 q C r �C' CHILDREN'S AREA 110 + 3.2 fc 7.2 fc 0.9 fc 8.0:1 3.6:1 F of CA0 1 2 3 4 5 6 7 8 9 10 11 (12 13 14 \ _ / CIRCULATION DESK 104 + 2.1 fc 2.9 fc 0.8 fc 3.6:1 2.6:1 005-150 COPY/PRINT 108 + 3.7 fc 4.5 fc 2.8 fc 1.6:1 1.3:1 ELEC 1115 + 7.8fc 9.0fc 6.2fc 1.5:1 1.3:1 FIRE STATION LOBBY EXTERIOR LANDING + 2.4 fc 3.1 fc 0.8 fc 3.9:1 3.0:1 I LI-Ill\ I n DESIGN GROUP /`'� FLEX 107A 3.4 fc 4.7 fc 2.1 fc 2.2:1 1.6:1 FLEX 107B + 3.2 fc 4.7 fc 1.8 fc 2.6:1 1.8:1 9640 GRANITE RIDGE DR, SUITE 130 I p p p p p p SAN DIEGO, CA 92123 1 L _ _ --- -- _ _ _ _ _ _ _ _ _ B HALL 1103 + 2.8 fc 4.5 fc 0.3 fc 15.0:1 9.3:1 619.698.9177 1 www.coargroup.com HALLWAY 109 + 1.3 fc 3.3 fc 0.3 fc 11.0:1 4.3:1 1 \ I C HOSE 1107/SHOP 1108 + 2.6 fc 3.7 fc 1.6 fc 2.3:1 1.6:1 C IELEN - � - KITCHEN 117 / WORK AREA 115 + 4.9 fc 7.0 fc 2.6 fc 2.7:1 1.9:1 :50, "+59; -.+r�" +55 = I I LIBRARY LOBBY EXTERIOR LANDING + 2.4 fc 3.2 fc 0.9 fc 3.6:1 2.7:1 LTING CONSU = +H3" � +; + + + + EA ��ji I+ + + + LOBBY 100 7.6 fc 12.0 fc 4.5 fc 2.7:1 1.7:1 � aHo.= E2 -2123 om'nhn&<am ]� +4.2 +4J +4.9 +4J 1 .1 - +1.0 +2.8 +25 +25 7.1 LOBBY 1100 + 2.9 fc 3.7 fc 1.4 fc 2.6:1 2.1:1 I OFFICE 119 4.2 fc 5.6 fc 2.3 fc 2.4:1 1.81 - - - +88- 29 9.1 +9.1 28 k38 + 3.1 3.1 3 21 - E STACK AREA 106 + 4.5 fc 14.8 fc 0.6 fc 24.7:1 7.5:1 He ��. + - 21 + + + + + +` TELECOM 120 � 3.9 fc 5.3 fc 2.2 fc 2.4:1 1.8:1 TURNOUTS 1114 + 2.5 fc 4.1 fc 1.0 fc 4.1:1 2.5:1 + '. �G' - VESTIBULE 1105 + 4.0 fc 4.1 fc 3.9 fc 1.1:1 1.0:1 0. 0 _ II + U.6 U.6 2 ,.6 6 2.2 ADULT STUDY 105 3.5 fc 6.0 fc 1.2 fc 5.0:1 2.9:1 CG CG 17� CG + - +41 +3., - 1a - - - - - - - - - - - - - 0.7 0.8 1.0 1.2 1.5 1.8 2.3 2.6 - 18-' A, - - - - +�3- - - - + - + - +. +z.o-+za -. - - - - - - + - J1 +�3 +6.H. ®o, II+" - +1.9 $2.8 - +3k +3a -+ - - 1.4 - - - CG - - (Q 1 - t°' 1.1 +,,3 +1:5 +1.8 _ .3.. +2.9 +31 ,a.7 _,3.7 +3.31 I" +2.H - 4 +s l I C° PROJECT: 0.6 0.7 0.7 0.7 0.8 1.0 1.1 1.4 1.8 2.3 3.0 ' - - - - - - - - - ±s -+°�a .+,.2 ,-,a.],- ",2.; "+ 4 s " - - - - \ 1 7 1. 1., F 0 1.4 1.7 2.3 3.2 .4 , I _2.4 CITY F NEWPORT BEACH I I - C 0 0 C + + + + + + I 1 4, +1.9` t2.7 +45 +69 +d12 +2.9 +z.4 +3.0 de CJ -+5550 .4 +583.3 I I.+ � - --- - -- � I 94 r 2 � _� I 3A -3.8 -3.8, 3.1 - - - - - 1. +2.1,- t2.< .0 _ _ +4:2 +6.7 dh I - +3J +2. +2.7 .+3.9- 3 I �3.9 3.H. } L3. 5L' a.A 4.0 3.9 - - - - + + +e + 0.9 0.9 0.9 0.9 0.9 1.0 1.1 1.3 1.6 2.2 3.1 as � 4.6 -" - - - - I _ + + I I+ + + + + + +', . + ,, + ) 1" , + _ _ - _ - - _ - - - NEWPORT BEACH FIRE - - -'�I _ _ +� }3.8 +3�2. _ _ _ _ _ - 2.1 . - 2.] - �G CG '95 _ dA _ •3.t - - B 3.9 - .i 8 _ _ _ _ _ _ 00 I ��" "� . " + } +'t I ' +2 ' +00 + " zZ +3�. " +ar".:9H. N STATION N0. 1 &LIBRARY 1.0 1.0 1 1 1.0 1.0 1.1 1.4 1.8 2.4 - G - - - - :s + a ,2] zv z e _ 4.e sA z.9 _ + + + + + H - _ 1 l" r +23 + 91t - z.s 3 + + -+2B +}2 - + , + +�5 + + 'CrL I - - - 11 E BALB A BLVD 22 20 7.5 S.9 1.2 1.1 1 1 1.0 1.0 1.0 1.1 1.3 1.6 1 T + + + " +21 ,+ + - - + + + + + + + + + + + + + + -.+5 $„ 7811 78„ - - - - 2 A NEWPORT BEACH, CA 92661 IIC6 }.1 +1.]. +z.0. +3.]U +S.e +3.8 "+2.9 +3.8 -+.] +18.] +1L +9@ +9.9 +T 3100 1.4 1 1 ,.0 0.9 0.9 0.9 1.0 ,., - - - - - - - 1 -- - -- --- - - -- --- _ _ - - - - + + + + + + + + + + + . ,zs "+z9 +3.2 ' +:2 '+5.2 +,2, (0 (.0 +, +,1] � ;. 5 H CITY CONTRACT N0. C-8865-1 00 1.8 1.8 1 1.5 1. 1.0 0.9 0.8 0.8 0.8 0.7 - 0 , - .+1 IX 1.6 + - (fl T _ _ _ _ _ _ CO CO - q CO - (0(0 - + - p+.z-+1.r o is r. ` +3 + +z° 000 J W P0� + + + + + + + + + + �TTT rn o� H .e +9 "+,9 G.„+< O 1H 1 = (O 1H R► U, ' - - - +18 , +31 +. +.9 +-9.]-+1 1 1.7 1.6 1.4 1.1 0.9 0.7 0.6 0.6 0.5 0.4 0.3 z - - ' 180 - - - 3 - = +zA _ A A z.6 +3.0 - ,,.6 � .3 - +.7 +0.8 +.8 . +.7 _ (o _ _ _ +9.8 +9.3- -' +7.0- - + A_ +3J ,+3,I. 3.2 +3.0 +2J ■ - CG CG CG CG � +3 , +'1 - + ss CG r'3'� '3.7= t3. 3.9 C 9 +1. +. +31 +.1 - 3A 4.5 rn + DESCRIPTION: DATE: 45 .2 2A 9 3.8 - - - - - - +2. + + 36" 36" 36" 36" 36 3611 42 2A 4 49 +e - J +-L t + +2H + e + + BID SET 12/15/25 UK I I I I I I I I I I I I I I L I I I I I I I I I I I I I I I I I I I PROJECT NUMBER: 230101 SHEET TITLE: LIGHTING FIRST FLOOR PLAN - EM PHOTOMETRICS rlli� 0' 4' 8' 16' 32' SHEET NUMBER: Scale: 1/8" = V-0" "96, � h4A LIGHTING FIRST FLOOR PLAN - EM PHOTOMETRICS SCALE: 1 /8" = 1'-0" Statistics Description Symbol Avg Max Min Max/Min Avg/Min DAYROOM 1212 - 2.2 fc 3.4 fc 0.9 fc 3.8:1 2.4:1 FLEX 1207 + 3.5 fc 5.2 fc 1.6 fc 3.3:1 2.2:1 HALL 1201 + 5.7 fc 8.1 fc 3.0 fc 2.7:1 1.9:1 KITCHEN 1212 + 2.8 fc 3.8 fc 1.8 fc 2.1:1 1.6:1 LAUNDRY JAN 1211 + 2.6 fc 3.5 fc 1.6 fc 2.2:1 1.6:1 PATIO (FRONT) + 2.0 fc 2.8 fc 1.1 fc 2.5:1 1.8:1 PATIO (REAR) + 2.5 fc 2.8 fc 2.3 fc 1.2:1 1.1:1 ??,OFESS/Or�,, ��0� N A 7'y� 2 A, z o m Q N. E 210 0 Z E P. 03/ 1/ 7 jq C 7 \ C. F OF CA\ -CFO 005-150 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: LIGHTING SECOND FLOOR PLAN -EM PHOTOMETRICS 0' ' ' ' ' 481632 Scale: 1/8" = 1'-0" (1:96) 1 LIGHTING SECOND FLOOR PLAN - EM PHOTOMETRICS E4.5 SCALE: 1 /8" = F-0" E405 5 6 r •-------------------------------- --------------------- ;I 12.5 13.3 15.0 + + ; 1 II I ' 1 1 ' 20.9 -�_-_�------ + �I ;I 13.1 120 11 I �I I; II 11 II I �I II II 11 I' I 17.5 .I 17.2 1 A2� I ,I II II 11 II I ;I I; II 11 + 11 1 11 11 11 ;I I; I 11 13.3 1 21.3 21;,2 + I� ;I 17.8 �I 19.9 1910 I1 II I + I ,I I; II ,I I I II I 24.1 17.8 17;6 11 I II 11 11 1 ;I I; II 11 + 11 1 T20.4 21.9 21;:5 1 11 I; II 11 + II 12.6 18.5 171: I , I1 II I 11 ; II 11 L1 ;II 15.8 154:6 A ;I + + III 1� A ; II 21.2 211h 11 1 I -----------------J � + III I�F 7- ' 1' 1 I I II I I 1 11 I 1 .6 19.2 24.7 21 7.1 16.1: + + + 'I.1203-� 5 6 2 ENLARGED EXTERIOR STAIRS PLAN - GENERAL AND EM PHOTOMETRICS E4.6 SCALE: 1 /2" = 1'-0" I I I I I I I I I I I I I I I I I I 4 17.0 16.015.0 +15.1 13.8 I + + I I I I I 16.3 15.0 13.9 12.8+12.9 I +16.0 +15.1 = 1"2.1- : ,0 11:3 _.12.� 14: 17.2 ".18.9 + 8.6 13.5 10.9 + + + 12.3 13.3 - - + STAIRS + I' 1106 HALL ; , 11.6 114' 10$ 114 133 16 197 220 21 172 127 `•CG ,I - 1 ------ _ _-------------- ---- ----- - - - - -J--- - - - --- - - - - -- -___--- -------==-- -------------- 5 6 1 ENLARGED INTERIOR STAIRS PLAN - GENERAL AND EM PHOTOMETRICS E4.6 SCALE: 1 /2" = 1'-0" Exterior Stairs Statistics Description Symbol Avg Max Min Max/Min Avg/Min LANDING TOP + 16.6 fc 17.1 fc 16.1 fc 1.1:1 1.0:1 STAIR LOWER 18.1 fc 24.1 fc 12.6 fc 1.9:1 1.4:1 STAIR MID 18.4 fc 21.9 fc 12.9 fc 1.7:1 1.4:1 STAIR TOP 20.4 fc 24.7 fc 16.6 fc 1.5:1 1.2:1 LANDING LOWER + 13.6 fc 15.0 fc 12.5 fc 1.2:1 1.1.1 12.0 I I I I 7 Interior Stairs Statistics Description Symbol Avg Min Max Max/Min Avg/Min STAIR LOWER 14.9 fc 10.8 fc 22.1 fc 2.0:1 1.4:1 STAIR TOP 21.4 fc 12.8 fc 31.8 fc 2.5:1 1.7:1 LANDING + 14.1 fc 11.6 fc 16.3 fc 1.4:1 121 �QFtOF A 'r p N A T z II o m Q Nb. E 2100 Z OF CA 005-150 coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com CONSULTINGT C IELEN 9�� www, m' RD, E E 23 F PROJECT: CITY OF NEWPORT BEACH INEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: ENLARGED STAIR PLANS - PHOTOMETRICS rlli� 0' 1' 2' 4' 8' SHEET NUMBER: Scale: 1/2" = 1'-0" (1:24) E4m6 STATE OF CALIFORNIA Indoor Lighting CALIFORNIA ENERGY COMMISSION STATE OF CALIFORNIA Indoor Lighting CALIFORNIA ENERGY COMMISSION STATE OF CALIFORNIA Indoor Lighting CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-E Project Name: Newport Beach Fire Station & Library Report Page: (Page 3 of 10) Date Prepared: 7/25/2025 F. INDOOR LIGHTING FIXTURE SCHEDULE This table includes all planned permanent and portable lighting other than dwelling unit/hotel/motel room lighting. Multifamily dwelling unit and hotel/motel room lighting is documented in Table T. If using Table T to document lighting in multifamily common use areas providing shared provisions for living, eating, cooking or sanitation, those luminaires are not included here. Designed Wattage: Conditioned Spaces 01 02 03 04 05 06 07 08 09 10 Name or Item Tag Complete Luminaire Description Modular (Track] Fixture Small Aperture & Color Changer Watts per Luminaire 2 Haw is Wattage determined Total Number of Luminaires Excluded per 140.6(a)3 J 170.2(e)2C Design Watts Field Inspector Pass Fall P2 P2 No NA 67 Mfr. Spec 1 No 67 ❑ ❑ P2E P2E No NA 67 Mfr. Spec 1 No 67 ❑ ❑ P3 P3 No NA 20 Mfr. Spec 3 No 60 ❑ ❑ P4A P4A No NA 121 Mfr. Spec 4 No 484 ❑ ❑ P4AE P4AE No NA 121 Mfr. Spec 2 No 242 ❑ ❑ P4B P4B No NA 61 Mfr. Spec 5 No 305 ❑ ❑ P4BE P4BE No NA 61 Mfr Spec 2 No 122 ❑ ❑ P5 P5 No NA 12 Mfr, Spec 6 No 72 ❑ ❑ P15A P15A No NA 15 Mfr. Spec 2 No 30 ❑ ❑ P6B P6B No NA 15 Mfr. Spec 2 No 30 ❑ ❑ P7 P7 No NA 24 Mfr. Spec 3 No 72 ❑ ❑ P7E P7E No NA 24 Mfr. Spec 1 No 24 ❑ ❑ PSl PS1 No NA 41 Mfr. Spec 1 No 41 ❑ ❑ PS1E PS1E No NA 41 Mfr. Spec 1 No 41 ❑ ❑ R1 R1 No NA 27 Mfr Spec 7 No 189 ❑ ❑ R1E R1E No NA 27 Mfr, Spec 5 No 135 ❑ ❑ R3 R3 No NA 14 Mfr. Spec 21 No 294 ❑ ❑ R3E R3E No NA 14 Mfr. Spec 11 No 154 ❑ ❑ R4 R4 No NA 39 Mfr. Spec 2 No 78 ❑ ❑ R4E R4E No NA 39 Mfr. Spec 2 No 78 ❑ ❑ CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance STATE OF CALIFORNIA Indoor Lighting CERTIFICATE OF COMPLIANCE NRCC-LTI-E Project Name: Newport Beach Fire Station & Library Report Page: (Page 2 of 10) Date Prepared: 7/25/2025 C. COMPLIANCE RESULTS if any cell on this table says "DOES NOT COMPLY" or "COMPLIES with Exceptional Conditions" refer to Table D. for guidance. Allowed Lighting Power per 140.6(b) / 170.2(e) (Watts) Adjusted Lighting Power per 140.6(a) / 170,2(e) Compliance Results (Watts) Lighting in 01 02 03 04 05 06 07 08 09 conditioned and Area Adjustments unconditioned PAF Lighting g g spaces must not be Complete Area Category Tailored , Total Total Adjusted combined or f Building g Category Additional 140.E(c)3 J = Total Designed g Control Credits = [Watts] 05 must �= 08 compliance per 140.6(c]1 140.6(c]2 / 140,6(c)2G / 170,2(e)4B Allowed {Watts) 140.6(a)2 / *Includes 7 e) 140.6 J 17D.2[e) 140.E(b)I/170.2(e) 170 2(e)4 2(e 170.2[e]4Av [ +` [Watts] 1702{e)18 2( Adjustments (See Table 1) (See Table 1) (See Table J) (See Table K) (See Table F) (See Table P) Conditioned 3,787.9 0 = 3,788 ?1 3,289 0 = 3289 COMPLIES Unconditioned 1,425.8 0 = 1,426 ? 1,399 0 = 1 1399 COMPLIES Controls Compliance (See Table H for Details) COMPLIES Rated Power Reduction Compliance (See Table Qfor Details) I. EXCEPTIONAL CONDITIONS his table is auto -filled with uneditable comments because of selections made or data entered in tables throughout the farm. . ADDITIONAL REMARKS his table includes remarks made by the permit applicant to the Authority Having Jurisdiction. CERTIFICATE OF COMPLIANCE NRCC-LTI-E This document is used to demonstrate compliance with requirements in 110.9, 110.12(c), 130.0, 130.1, 140.6 and 141.0(b)2 for indoor lighting scopes using the prescriptive path for nonresidential and hotel/motel occupancies. It is also used to document compliance with requirements in 160.5, 170.2(e) and 180.2(b)4 for indoor lighting scopes using the prescriptive path for multifamily occupancies. Multifamily includes dormitory and senior living facilities. Project Name: Newport Beach Fire Station & Library I Report Page: (Page 1 of 10) Project Address: 110 E Balboa Blvd Date Prepared: 6/1312025 A. GENERAL INFORMATION 01 Project Location [city] Newport Beach 04 Total Conditioned Floor Area (ft) 51493 02 Climate Zone 6 05 Total Unconditioned Floor Area (ft2) 2,482 03 Occupancy Types Within Project (select all that apply): 06 # of Stories [Habitable Above Grade] 1 • Commercial Industrial • Gymnasium • Hotel/Motel a Library • Office • Support Areas a All Other Occupancies B. PROJECT SCOPE This table includes any lighting systems that are within the scope of the permit application and are demonstrating compliance using the prescriptive path outlined in 140.6/ 170.2(e) or 141.0(b)2 / 180-2(b)4 far alterations. Scope of Work Conditioned Spaces Unconditioned Spaces 01 02 03 04 05 My Project Consists of (check all that apply): Calculation Method Area (ft2) Calculation Method Area (ftZ) ® New Lighting System Area Category Method 5493 Area Category Method 2482 ❑ New Lighting System -Parking Garage Total Area of Work (ft2) 5493 2482 �QFtOF A 'r p N A 7'rry�,,,\� y� 2 A, z II o m Q Nb. E 2100 Z 005-150 coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com TELEN CONSULTING www, m'RD uhln&mmEE0G,9N1 DIEGO, Gl921 Generated Date/Time: Documentation Software: EnergyPro Generated Date/Time: Documentation Software: EnergyPro Generated Date/Time: Documentation Software: EnergyPro PROJECT: Report Version: 2022.0.000 Compliance ID: EnergyPro-7839-0725-2039 CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Compliance ID: EnergyPro-7839-0725-2039 CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Compliance ID: EnergyPro-7839-0625-1858 Schema Version: rev 20220101 Report Generated: 2025-07-25 0925:18 Schema Version: rev 20220101 Report Generated: 2025-07-25 0925:18 Schema Version: rev 20220101 Report Generated: 2025-06-13 112027 1 CITY OF NEWPORT BEACH CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-E Project Name. Newport Beach Fire Station & Library Report Page: (Page 6 of 10) Date Prepared: 7/25/2025 I. LIGHTING POWER ALLOWANCE: COMPLETE BUILDING OR AREA CATEGORY METHODS Area Description Complete Building or Area Category Primary Function Area Allowed Density (W/ft2) Area (ftZ) Allowed Wattage (Watts) Additional Allowance / Adjustment Area Category PAF RESTROOM Restroom 0.65 210 136.5 No No LAUNDRY Laundry 0.45 80 36 No No KITCHEN Kitchen/ Food Preparation 0.55 252 138.6 No No DAYROOM Convention, Conference, Multipurpose and Meeting Center 0.75 414 310.5 No No HALLWAY Corridor 0A 418 167.2 No No STAIRS Stairwell 0.6 220 132 No No LOBBY Main Entry Lobby 0.7 63 44.1 No No FITNESS Exercise Center Gymnasium 0.5 350 175 No No OFFICE Office ( <-250 square feet) 0,65 136 88.4 No No STACKS Library - Stacks 1 585 585 No No READING Library - Reading Area 0.8 1,246 996.8 No No CONFERENCE Convention, Conference, Multipurpose and Meeting Center 0.75 214 160.5 No No OFFICE Office (250 square feet) 0,65 323 210 No No KITCHEN Kitchen/ Food Preparation 0.55 122 67.1 No No RESTROOM Restroom 0.65 193 125.4 No No LOBBY Main Entry Lobby 0.7 370 259 No No TELCOMM Copy Roam 0.7 98 68.6 No No HALLWAY Corridor 10.4 123 149.2 1No No COPY Copy Room 0.5 76 38 No No TOTALS: 5,493 3,787.9 See Tables J, or P for detail Unconditioned Spaces 01 02 03 04 05 06 Area Description Complete Building or Area Category Primary Function Area Allowed Density (W/ft2) Area (ftZ] Allowed Wattage (Watts) Additional Allowance / Adjustment Area Category PAF STATE OF CALIFORNIA Indoor Lighting CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-E Project Name: Newport Beach Fire Station & Library Report Page: (Page 5 of 10) Date Prepared: 7/25/2025 i. MODULAR LIGHTING SYSTEMS his section does not apply to this project. H. INDOOR LIGHTING CONTROLS (Not including PAFs) This table includes lighting controls for conditioned and unconditioned spaces. Building Level Controls 01 02 03 Mandatory Demand Response 110.12(c) Shut-off controls 130.1(c) / 160.5(b)4C Field Inspector Pass Fail Required >= 4,OOOW subject to multilevel Whole Building Auto Time Switch ❑ ❑ Area Level Controls 04 05 06 07 08 09 10 11 12 Area Description Complete Building or Area Category Primary Function Area Manual Area Controls 130.1(a) / 160.5(b)4A Multi -Level Controls 130.1(b) / 160.5(b)4B Shut -Off Controls 130.1(c) // 160,5(b)4C Primary/SkySecondary lit Daylighting 130.1(d) / 160.5(b)4D Daylighting 130.lid) / 160.5(b)4D Interlocked Systems 140.5(a)1/ 170.2(e)2A Fieldlnspeclor Pass Fail Whole Building All Other Space Types Readily Accessible Dimmer See Building Level Included Included No ❑ ❑ 13 Plan Sheet Showing Daylit Zones: I. LIGHTING POWER ALLOWANCE: COMPLETE BUILDING OR AREA CATEGORY METHODS Each area complying using the Complete Building orArea Category Methods per 140.6(b) are included in this table. Column 06 indicates if additional lighting power allowances per 140.6(c) or adjustments per 14a6(o) are being used. Conditioned Spaces 01 02 03 04 05 06 STATE OF CALIFORNIA Indoor Lighting CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-E Project Name. Newport Beach Fire Station & Library Report Page: (Page 4 of 10) Date Prepared: 7/25/2025 F. INDOOR LIGHTING FIXTURE SCHEDULE R5 R5 No NA 30 Mfr. Spec 15 No 450 ❑ ❑ R6E R6E No NA 16 Mfr. Spec 3 No 48 ❑ ❑ UC UC No NA 3 Mfr. Spec 716 No 48 ❑ ❑ Wl W1 No NA 18 Mfr. Spec 7 No 126 ❑ ❑ W3E W3E No NA 8 Mfr. Spec 4 No 32 ❑ ❑ Total Designed Watts: CONDITIONED SPACES 3,289 Designed Wattage: Unconditioned Spaces 01 02 03 04 05 06 07 08 09 10 Name or Item Tag Complete Luminaire Description Modular (Track] Fixture Small Aperture & Color Changer Watts per luminaireZ How is Wattage determined Total Number of Luminaires Excluded per 140.6(a)3 / 170-2(e)2C Design Watts Field Inspector Pass Fail P1A PIA No NA 70 Mfr. Spec 5 No 350 ❑ ❑ P1A-E P1A-E No NA 70 Mfr. Spec 2 No 140 ❑ ❑ P1B P1B No NA 70 Mfr. Spec 2 No 140 ❑ ❑ PSl PS1 No NA 41 Mfr. Spec 2 No 82 ❑ ❑ R3 R3 No NA 14 Mfr. Spec 2 No 28 ❑ ❑ S1A S1A No NA 30 Mfr Spec 4 No 120 ❑ ❑ 51AE S1AE No NA 30 Mfr, Spec 4 No 120 ❑ ❑ S1B S113 No NA 41 Mfr. Spec 7 No 287 ❑ ❑ S1BE S1BE No NA 41 Mfr. Spec 3 No 123 ❑ ❑ SWB SWB No NA 15 Mfr. Spec 3 Exempt ❑ ❑ UC UC No NA 3 Mfr. Spec 3 No 9 ❑ ❑ Total Designed Watts: UNCONDITIONED SPACES 1,399 'FOOTNOTE: Design Watts for small aperture and color changing luminaires which qualify per 140.6(a)4B / 170.2(e)2D is adjusted to be 75% /80% of their rated wattage. Table F automatically makes this adjustment the permit applicant should enter full rated wattage in column 05, Authority Having Jurisdiction may ask for Luminaire cut sheets to confirm wattage used far compliance per 130-0(c) / 160.5(b). Wattage used must be the maximum rated for the luminaire, not the lamp. Generated Date/Time: Documentation Software: EnergyPro Generated Date/Time: Documentation Software: EnergyPro Generated Date/Time: Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Compliance ID: EnergyPro-7839-0725-2039 CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Compliance ID: EnergyPro-7839-0725-2039 CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Compliance ID: EnergyPro-7839-0725-2039 Schema Version: rev 20220101 Report Generated: 2025-07-25 09:25:18 Schema Version: rev 20220101 Report Generated: 2025-07-23 09:25:18 Schema Version: rev 20220101 Report Generated: 2025-07-25 D9:25:18 NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 0 �\ C4-* DESCRIPTION: DATE: BID SET 12/15/25 1 PROJECT NUMBER: 230101 SHEET TITLE: TITLE 24 SHEET NUMBER: E5ml STATE OF CALIFORNIA Indoor Lighting CALIFORNIA ENERGY COMMISSION STATE OF CALIFORNIA Indoor Lighting CALIFORNIA ENERGY COMMISSION STATE OF CALIFORNIA Indoor Lighting CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-E Project Name: Newport Beach Fire Station & Library Report Page: (Page 9 of 10) Date Prepared: 7/25/2025 V. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE Selections have been made based on information provided in this document. if any selections have been changed by the permit applicant, an explanation should be included in Table E. Additional Remarks. These documents must be provided to the building inspector during construction and any with "-A" in the form name must be completed through an Acceptance Test Technician Certification Provider (ATTCP). For more information visitr http://www.energy.co.gov/title24/attcp/providers.html Form/Title Systems/Spaces To Be Field Verified NRCA-LTI-02-A - Must be submitted for occupancy sensors and automatic time switch controls. Whole Building Time Switch; NRCA-LTI-03-A - Must be submitted for automatic daylight controls. Whole Building; NRCA-LTI-04-A - Must be submitted for demand responsive lighting controls. Whole Building Demand Response; CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance STATE OF CALIFORNIA Outdoor Lighting Generated Date/Time: Report Version: 2022.0.000 Schema Version: rev 20220101 Documentation Software: EnergyPro Compliance ID: EnergyPro-7839-0725-2039 Report Generated: 2025-07-25 0925:18 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-E Project Name: Newport Beach Fire Station & Library Report Page: (Page 2 of 9) Date Prepared: 7/25/2025 C. COMPLIANCE RESULTS Results in this table are automatically calculated from data input and calculations in Tables F through N. Note: If any cell on this table says "COMPLIES with Exceptional Conditions" refer to Table D. Exceptional Conditions for guidance or see applicable Table referenced below. Calculations of Total Allowed Lighting Power (Watts) 140.7 / 170.2(e)6 or 141.0(b)2L / 180.2(b)4Bv Compliance Results 01 02 03 04 05 06 07 08 09 General Per Per Specific Existing Hardscape Application Sales Ornamental Area Power Allowance + 140.7(d)2 J + Frontage + 140.7(d)2 / + 140.7(d)2 / OR Allowance = Total Allowed ? Total Actual 07 must be >= 08 140.7{d}1 / 170.able 140.7(d}2 170,2{e]6 170able 141.0(b}2L I {Watts] [Watts} 170.2(e)6 (See Table J) [See Table K) (See Table L) (See Table M) 180.2(b)46v (See Table 1) (See Table N) 583 + + --- + + 321.6 OR --- = 905 813 COMPLIES Shielding Compliance (See Table G for Details) N/A Controls Compliance (See Table H for Details) Not applicable ]. EXCEPTIONAL CONDITIONS his table is auto filled with uneditable comments because of selections made or data entered in tables throughout the form. :. ADDITIONAL REMARKS his table includes remarks made by the permit applicant to the Authority Having Jurisdiction. CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Generated Date/Time: Report Version: 2022.0.000 Schema Version: rev 20220101 Documentation Software: EnergyPro Compliance ID: EnergyPro-7839-0725-2039 Report Generated:2025-07-25 D9:25:18 CERTIFICATE OF COMPLIANCE NRCC-LTI-E Project Name: Newport Beach Fire Station & Library Report Page: (Page 8 of 10), Date Prepared: 7/25/2025 ). ADDITIONAL LIGHTING ALLOWANCE: TAILORED VERY VALUABLE MERCHANDISE his section does not apply to this project. '. POWER ADJUSTMENT: LIGHTING CONTROL CREDIT (POWER ADJUSTMENT FACTOR (PAF)) his section does not apply to this project. 1. RATED POWER REDUCTION COMPLIANCE FOR ONE -FOR -ONE ALTERATIONS his section does not apply to this project. t. 80% LIGHTING POWER FOR ALL ALTERATIONS - CONTROLS EXCEPTIONS his section does not apply to this project- i. DAYLIGHT DESIGN POWER ADJUSTMENT FACTOR (PAF) his section does not apply to this project. DWELLING UNIT LIGHTING his section does not apply to this project. U. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION Selections have been made based on information provided in this document. if any selections have been changed by permit applicant, an explanation should be included in Table E. Additional Remarks. These documents must be provided to the building inspector during construction and can be found online Form/Title NRCI-LTI-E - Must be submitted for all buildings CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance STATE OF CALIFORNIA Outdoor Lighting Generated Date/Time: Report Version: 2022.0.000 Schema Version: rev 20220101 Documentation Software: EnergyPro Compliance ID: EnergyPro-7839-0725-2039 Report Generated: 2025-07-25 0925:18 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCCATO-E This document is used to demonstrate compliance with requirements in 110.9, 130.0 130.2, 140.7, and 141.0(b)2L for outdoor lighting scopes using the prescriptive path for nonresidential and hotel/motel occupancies. It is also used to document compliance with requirements in 160.5, 170,2(e)6, 180.1(o) and 180.2(b)4Bv far outdoor lighting scopes using the prescriptive path for multifamily and mixed -use occupancies. Multifamily includes dormitory and senior living facilities. Project Name: Newport Beach Fire Station & Library Report Page: (Page 1 of 9) Project Address: 110 E Balboa Blvd Date prepared: 7/25/2025 A. GENERAL INFORMATION 01 Project Location (city) Newport Beach 04 Total Illuminated Hardscape Area (ft') 10456 02 Climate Zone 6 03 Outdoor Lighting Zone per Title 24 Part 1 10.114 or as designated by Authority Having Jurisdiction (AHJ): ❑ LZ-0: Very Low -Undeveloped Parkland M LZ-2: Moderate -Urban Clusters ❑ LZ-4: High -Must be reviewed by CA Energy Commission for Approval ❑ LZ-1: Low - Rural Areas 10 LZ-3: Moderately High - Urban Areas 05 loccupancy Types within Project • Commercial Industrial • Gymnasium • Hotel/Motel • Library • Office • Support Areas • All Other Occupancies B. PROJECT SCOPE This table includes outdoor lighting systems that are within the scope of the permit application and are demonstrating compliance using the prescriptive path outlined in 140.71 170.2(e)6 or 141.0(b)2L /180.2(b)48v for alterations. My Project Consists of: 01 02 ® New Lighting System Must Comply with Allowances from 140.7 / 170.2(e)6 ❑ Altered Lighting System Is your alteration increasing the connected lighting load (Watts)? L) Yes Q No 03 04 05 % of Existing Luminaires Being Altered' Sum Total of Luminaires Being Added or Altered Calculation Method ❑ < 10% ❑ >= 10% and < 50% ❑ >= 50% Please proceed to Table F. Outdoor Lighting fixture Schedule to define the project's luminaires. FOOTNOTES: % of Existing Luminaires Being Altered = (Sum Total of Luminaires Being Added or Altered / Existing Luminaires within the Scope of the Permit Application) x 100. CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Generated Date/Time: Report Version: 2022.0.000 Schema Version: rev 20220101 Documentation Software: EnergyPro Compliance ID: EnergyPro-7839-0725-2039 Report Generated: 2025-07-23 09:25:18 CERTIFICATE OF COMPLIANCE NRCC-LTI-E Project Name: Newport Beach Fire Station & Library Report Page: (Page 7 of 10) Date Prepared: 7/25/2025 I. LIGHTING POWER ALLOWANCE: COMPLETE BUILDING OR AREA CATEGORY METHODS STORAGE All Other Space Types 0A 292 116.8 No No SHOP General Commercial Industrial Work Area Low 0.6 150 90 No No LOCKER Locker/Dressing Room 0,45 145 65.2 No No ELEC RM Electrical Mechancial Telephone Room 0.4 130 52 No No APP BAY General Commercial Industrial Work Area High Bay 0,65 1,567 1,018,6 No No LAUNDRY Laundry 0.45 80 36 No No STORAGE All Other Space Types 0.4 118 47.2 No No TOTALS: 2,482 1,425.8 See Tables J, or P for detail . ADDITIONAL ALLOWANCE: AREA CATEGORY METHOD QUALIFYING LIGHTING SYSTEM his section does n a t apply to this project. TAILORED METHOD GENERAL LIGHTING POWER ALLOWANCE his section does not apply to this project. ADDITIONAL LIGHTING ALLOWANCE: TAILORED WALL DISPLAY his section does not apply to this project. A. ADDITIONAL LIGHTING ALLOWANCE: TAILORED FLOOR AND TASK LIGHTING his section does not apply to this project. J. ADDITIONAL LIGHTING ALLOWANCE: TAILORED DECORATIVE /SPECIAL EFFECTS his section does not apply to this project. CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance STATE OF CALIFORNIA Indoor Lighting Generated Date/Time: Report Version: 2022.0.000 Schema Version: rev 20220101 Documentation Software: EnergyPro Compliance ID: EnergyPro-7839-0725-2039 Report Generated: 2025-07-25 0925:18 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTI-E Project Name: Newport Beach Fire Station & Library Report Page: (Page 10 of 10) Project Address: 110 E Balboa Blvd Date Prepared: 7/25/2025 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: ANTON NATHANSON R S Company: Signature Date: ELEN Consulting Inc 2025-07-25 Address: CEA/ HERS Certification Identification (if applicable): 5473 Kearny Villa Road, Suite 200 E21090 City/State/Zip: Phone: San Diego CA 92123 619-550-1085 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer) 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. S. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the buildirg, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation th tbuil ler pr vides to the building owner at occupancy. Responsible Designer Name: Responsible Designer Signature: Anton Nathanson R S Company: Date Signed: ELEN Consulting, Inc. 2025-07-25 Address: License: 5473 Kearny Villa Rd Ste 200 E21090 City/State/Zip: Phone: San Diego CA 92123 619.550.1095 CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Generated Date/Time: Report Version: 2022.0.000 Schema Version: rev 20220101 Documentation Software: EnergyPro Compliance ID: EnergyPro-7839-0725-2039 Report Generated:2025-07-25 D9:25:18 IIIIII�PROFESS/ONq\ NATiy < �� q c z II o m C Nb. E 21040 Z OF CA 005-150 coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com TELEN CONSU flHo www, nsluhng.omTE x00,SAN DIEGO, CA921 23 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: TITLE 24 SHEET NUMBER: E5n2 STATE OF CALIFORNIA Outdoor Lighting CALIFORNIA ENERGY COMMISSION STATE OF CALIFORNIA Outdoor Lighting CALIFORNIA ENERGY COMMISSION STATE OF CALIFORNIA Outdoor Lighting CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-E Project Name: Newport Beach Fire Station & Library Report Page: (Page 5 of 9) Date Prepared: 7/25/2025 H. OUTDOOR LIGHTING CONTROLS This table demonstrates compliance with controls requirements for all new or altered luminaires installed as part of the permit application. For alteration projects, luminaires which are existing to remain (le untouched) and luminaires which are removed and reinstalled (wiring only) do not need to be included in this table even if they are within the spaces covered by the permit application. Outdoor lighting for nonresidential buildings, parking garages and common service areas in multifamily buildings must be documented separately from outdoor lighting attached to multifamily buildings and controlled from the inside of a dwelling unit Mandatory Controls for Nonresidential Occupancies, Parking Garages & Common Areas in Multifamily Buildings 01 02 03 04 05 Area Description Shut -Off Auto -Schedule Motion Sensor Field Inspector 130.2(c)1 / 160.5(c) 130.2(c)2 / 160.5(c) 130.2(c)3 / 160.5(c) Pass Fail 'FOOTNOTE: Text has been abbreviated, please refer to Table 160.5-A to confirm compliance with the specific light source technologies listed. Authority having jurisdiction may ask far cutsheets or other documentation to confirm compliance of light source. -'Recessed luminaires marked for use in fire -rated installations, and recessed luminaires installed in non -insulated ceilings are excepted from ii and iii. CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance STATE OF CALIFORNIA Outdoor Lighting Generated Date/Time: Report Version: 2022.0.000 Schema Version: rev 20220101 Documentation Software: EnergyPro Compliance ID: EnergyPro-7839-0725-2039 Report Generated: 2025-07-25 0925:18 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-E Project Name. Newport Beach Fire Station & Library Report Page: (Page 8 of 9) Date Prepared: 7/25/2025 M. LIGHTING ALLOWANCE: PER SPECIFIC AREA GENERATOR YARD ServiceStationHardscape 357 0.1 24.3 SWFB 21 1 21 21 Total Design Watts for this Area: 21 Total Allowance (Watts) All Areas: 321.6 ' FOOTNOTES: See Table 140.7-8 f Table I70.2-S for rules for calculating the specific areas (ftl for these additional lighting allowances. For luminaires indicated in Table F as linear, wattage in column 07 is W/lf instead of Watts/luminaire, Total linearfeet should be indicated in column 08 instead of number of luminaires. N. EXISTING CONDITIONS POWER ALLOWANCE (alterations only) This section does not apply to this project. O. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION Selections have been made based on information provided in this document. if any selection has been changed by permit applicant an explanation should be included in Table E. Additional Remarks. These documents must be provided to the building inspector during construction and can be found online Form/Title NRCI-LTO-E - Must be submitted for all buildings P. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE There are no NRCA forms required far this project. CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Generated Date/Time: Report Version: 2022.0.000 Schema Version: rev 20220101 Documentation Software: EnergyPro Compliance ID: EnergyPro-7839-0725-2039 Report Generated:2025-07-25 D9:25:18 CERTIFICATE OF COMPLIANCE NRCC-LTO-E Project Name: Newport Beach Fire Station & Library Report Page: (Page 4 of 91 Date Prepared: 7/25/2025 F. OUTDOOR LIGHTING FIXTURE SCHEDULE For new or altered lighting systems demonstrating compliance with 140.7 170.2 e 6 all new luminaires being installed and an existing luminaires remaining or being moved within 9 9Y 9 p I () 9 Y 9 9 9 the spaces covered b the permit application are included in the Table below. For altered lighting systems using the Existing Power method per 141.0 b 2L only new luminaires being p Y P Pp g 9 Y 9 9 P �: Y 9 installed and replacement luminaires being installed as part of the project scope are included tie, existing luminaires remaining or existing luminaires being moved are not included). Outdoor lighting attached to multifamilybuildin s and controlled rom the inside o a dwelling unit are included in Table H. and are not included here. All other multifamilyoutdoor 9 g 9 f f 9 lighting is included here. Designed Wattage: 01 02 03 04 05 06 07 08 09 10 SW2 SW2 ❑ Linear 3 Mfr. Spec 4 New ❑ 12 NA: ¢ 6200 ❑ ❑ lumens SW2E SW2E ❑ Linear 3 Mfr. Spec 4 New ❑ 12 NA: ¢ 6200 ❑ ❑ lumens SWB SWB ❑ Linear 15 Mfr. Spec 3 New ❑ 45 NA: c 6200 ❑ ❑ lumens SWFA SWFA ❑ Linear 42 Mfr. Spec 2 New ❑ 84 NA: c 6200 ❑ El lumens SWFB SWFB El Linear 21 Mfr. Spec 1 New Ellumennss 21 NA. ¢ ElEl SWR SWR ❑ Linear 16 Mfr. Spec 1 New ® NA: < 6200 ❑ ❑ lumens Total Design Watts: 813 NOTES: Selections with a • require a note in the space below explaining how compliance is achieved. EX. Luminaire is lighting a statue,- EXCEPTION 2 to 130-2(b) 'FOOTNOTES: Authority Having Jurisdiction may ask far Luminaire cut sheets to confirm wattage used far compliance per 130.0(c) / 160.5(h) 2 For linear luminaires, wattage should be indicated as W/lf instead of Watts/luminalre. Total linear feet should be indicated in column 05 instead of number of luminaires. 3 Select "New"for new luminaires in a new outdoor lighting project, or for added luminaires in an alteration, Select 'Altered" for replacement luminaires in an alteration. Select "Existing to Remain" for existing luminaires within the project scope that are not being altered and are remaining. Select "Existing Reinstalled"for existing luminaires which are being removed and reinstalled as part of the project scope. 4 Compliance with mandatory shielding requirements is required for luminaires with initial lumen output >- 6,200 unless exempted by 130.2(b)/ 160.5(c) G. SHIELDING REQUIREMENTS (BUG) This section does not apply to this project. CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance STATE OF CALIFORNIA Outdoor Lighting Generated Date/Time: Report Version: 2022.0.000 Schema Version: rev 20220101 Documentation Software: EnergyPro Compliance ID: EnergyPro-7839-0725-2039 Report Generated: 2025-07-25 0925:18 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-E Project Name: Newport Beach Fire Station & Library Report Page: (Page 7 of % lVate Prepared: 7/25/2025 M. LIGHTING ALLOWANCE: PER SPECIFIC AREA This table includes areas using the wattage allowance per specific area from Table 140.7-6/Table 170.2-S. More than one specific area allowance maybe taken in a single project, if applicable. However, multiple specific area allowances may not be taken for the exact same area on the site. 01 02 03 04 1 05 06 07 08 09 10 Area Description Specific Area Type per Table 140.7-B CALCULATED ALLOWANCE (Watts) DESIGN WATTS Additional Allowance (Watts) Specific Area (ft2)1 Allowed Density (W'fta) Extra Allowance (Watts) Luminaire Name or Item Tag Watts per Luminaire # of Luminaires Design Watts PLAYGROUND CANOPY NonSalesCanopy 602 0.1 82.5 SW2 3 4 12 24 SW2E 3 4 12 Total Design Watts for this Area: 24 PS MAIN ENTRY NonSalesCanopy 239 0.1 32. / 5R1-E 14 2 28 32. / SW1 15 1 15 Total Design Watts for this Area: 43 PATIO120D NonSalesCanopy 72 CA 9.9 SW1E 15 1 15 9.9 Total Design Watts for this Area: 15 PATIO 2 1213 NonSalesCanopy 190 CA 26 SW1E 15 1 15 15 Total Design Watts for this Area: 15 BLDG CANOPY NonSalesCanopy 1790 0.1 245.2 SWl 15 9 135 219 SR1-E 14 6 84 Total Design Watts for this Area: 1 219 CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Generated Date/Time: Report Version: 2022.0.000 Schema Version: rev 20220101 Documentation Software: EnergyPro Compliance ID: EnergyPro-7839-0725-2039 Report Generated: 2025-07-23 09:25:18 CERTIFICATE OF COMPLIANCE NRCC-LTO-E Project Name: Newport Beach Fire Station & Library Report Page: (Page 3 of 9) Date Prepared: 7/25/2025 F. OUTDOOR LIGHTING FIXTURE SCHEDULE For new or altered lighting systems demonstrating compliance with 140.7/ 170.2(e)6 all new luminaires being installed and any existing luminaires remaining or being moved within the spaces covered by the permit application are included in the Table below. For altered lighting systems using the Existing Power method per 141.0{b)2L only new luminaires being installed and replacement luminaires being installed as part of the project scope are included (ie, existing luminaires remaining or existing luminaires being moved are not included). Outdoor lighting attached to multifamily buildings and controlled from the inside of a dwelling unit are included in Table H. and are not included here. All other multifamily outdoor lighting is included here. Designed Wattage: 01 02 03 04 05 06 07 08 09 10 Cutoff Req. n Field Name or Item Watts per How is Total Number Luminaire Excluded per 6,200 initial Inspector Tag Complete Luminaire Description luminaires, 2 Wattage Luminaires 2 Status3 140.7(a) / Design Watts lumen output determined 170-2(e)6A 130.2(b) Pass Fail 160.5(c) 14 HR-E HR-E ❑ Linear 2 Mfr. Spec 17 New ® _-_ NA: c 6200 ❑ ❑ lumens SF1 SF1 ❑ Linear 57 Mfr. Spec 2 New ® --- NA: a 6200 ❑ lumens SF2 SF2 ❑ Linear 44 Mfr. Spec 2 New ® --- NA: a 6200 ❑ ❑ lumens SP1 SP1 ❑ Linear 25 Mfr. Spec 2 New ❑ 50 NA: c 6200 ❑ ❑ lumens SP2 SP2 ❑ Linear 38 Mfr. Spec 3 New ❑ 114 NA: c 6200 ❑ ❑ lumens SR1-E SR1-E El Linear 14 Mfr. Spec 8 New El 112 NA: a 6200 ❑ E]lumens 5R2E SR2E ❑Linear 11 Mfr. Spec 3 New ❑ 33 NA: a 6200lumens ❑ ❑ SW1 SW1 ❑ Linear 15 Mfr. Spec 20 New ❑ 3C0 NA: c 6200 ❑ ❑ lumens SW1E SW1E Ellumennss Linear 15 Mfr. Spec 2 New ❑ 30 NA: c F] ❑ CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance STATE OF CALIFORNIA Outdoor Lighting Generated Date/Time: Report Version: 2022.0.000 Schema Version: rev 20220101 Documentation Software: EnergyPro Compliance ID: EnergyPro-7839-0725-2039 Report Generated: 2025-07-25 0925:18 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-E Project Name. Newport Beach Fire Station & Library Report Page: (Page 6 of 9) Date Prepared: 7/25/2025 I. LIGHTING POWER ALLOWANCE (per 140.7 / 170.2(e)) This table includes areas using allowance calculations per 140.7/ 170.2(e). General Hardscape Allowance is per Table 140.7-A/Table 170.2-R while "Use it or lose it" Allowances are per Table 140.7-B/Table 170.2-S. Indicate which allowances are being used to expand sections for user input. Luminaires that qualify for one of the "Use it or lose it" allowances shall not qualify or another "Use it or lose it" allowance. q fYf Outdoor li htin attached to multifamilybuildin sand controlledfrom the inside o a lighting g f f dwelling unit are included in Table H. and are not included here, All other multifamily outdoor lighting is included here. 01 H General Hardscape Allowance Table I (below) "Use it or lose it" Allowance (select all that apply) (select all that apply) El El Application Table J Sales Frontage Table K ❑Ornamental Table L ®Per Specific Area Table M Calculated General Hardscape Lighting Power Allowance per Table 140.7-A for Nonresidential & Hotel/Motel 02 03 04 05 06 07 08 09 Area Description Area Wattage Allowance (AWA) Linear Wattage Allowance (LWA) Total General AWA + LWA )Watts) Illuminated Area (ft2( Allowed Density (W/ft2) Area Allowance (Watts) Perimeter Length (If) Allowed Density (W/lf) Linear Allowance (Watts) BLDG EXTERIOR 1520 0.019 28.9 428 0.2 64.2 93 PARKING 8760 0.019 166.4 705 0.2 105.8 272 Initial Wattage Allowance for Entire Site (Watts): 200 Instances of Initial Wattage Allowance (LZ 0 only]1 Total General Hardscape Allowance (Watts): 583 I. LIGHTING ALLOWANCE: PER APPLICATION This section does not apply to this project. K. LIGHTING ALLOWANCE: SALES FRONTAGE This section does not apply to this project. L. LIGHTING ALLOWANCE: ORNAMENTAL This section does not apply to this project. Generated Date/Time: Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Compliance ID: EnergyPro-7839-0725-2039 Schema Version: rev 20220101 Report Generated: 2025-07-25 D9:25:18 �QFtOF A 'r prry�,,,\ N A 7'y4 2 A, LP z II o m Q Nb. E 2100 Z OF CA 005-150 cDar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 1 www.coargroup.com C IELEN CONSULTING CTI _1 m'uhlnRD 2W, SM DIEGO, Gl921 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: TITLE 24 SHEET NUMBER: E5n3 STATE OF CALIFORNIA Electrical Power Distribution CALIFORNIA ENERGY COMMISSION STATE OF CALIFORNIA Electrical Power Distribution CALIFORNIA ENERGY COMMISSION STATE OF CALIFORNIA Outdoor Lighting CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-ELC-E Project Name: Newport Beach Fire Station & Library Report Page: (Page 2 of 7) Date Prepared: 6116/2025 C. COMPLIANCE RESULTS Results in this table are automatically calculated from data input and calculations in Tables F through J. Note. If any cell on this table says "COMPLIES with Exceptional Conditions" refer to Table D. Exceptional Conditions far guidance or see applicable Table referenced below. 01 02 03 04 05 06 Service Electrical Separation for Voltage Drop Controlled Metering 130.5(a)/ AND Monitoring 130.5(b)/ AND 130.5[c]/ 160.6(c) AND Receptacles Electric Ready 160. 9 Compliance Results 160.6(a) 160.6(b) (See Table H) 130.5(d)/ 160.6(d) (See Table J) (See Table F) (See Table G) (See Table 1) Yes AND Yes AND Yes AND Yes COMPLIES ). EXCEPTIONAL CONDITIONS his table is auto filled with uneditable comments because of selections made or data entered in tables throughout the form. 1. ADDITIONAL REMARKS his table includes remarks made by the permit applicant to the Authority Having Jurisdiction. F. SERVICE ELECTRICAL METERING This table includes new or replacement electrical service systems OR equipment to demonstrate compliance with 130.5(a) / 160.6(a). For multifamily occupancies, submetered systems that provide power to common use areas must meet the following metering requirements. Submetered systems providing power to dwelling units do not. 01 02 03 04 05 Required Metering Capabilities per Table 130.5-A Field Inspector Electrical Service Designation/ Ratings Location of Requirements in Tracking kWh for Descri tion p (kVA) ) Instantaneous Historical Peak user -defined kWh per rate Construction Documents Pass Fail Demand (kW) Demand [kW] period period Newport Beach Fire Station & Library 1 288 1 N N N ❑ E0.2 ❑ ❑ ' FOOTNOTES: if common use areas in a multifamily are submetered, rating is for submeter size serving common use areas. CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance STATE OF CALIFORNIA Electrical Power Distribution Generated DatelTime: Report Version: 2022.0.000 Schema Version: rev 20220101 CERTIFICATE OF COMPLIANCE NRCC-ELC-E This document is used to demonstrate compliance with mandatory requirements in 130.5, for electrical systems in newly constructed nonresidential and hotel/motel occupancies and 160.6 and 160.9 for electrical systems in newly constructed multifamily occupancies. Additions and alterations to electrical service systems in nonresidential and hotel/motel occupancies will also use this document to demonstrate compliance per 141.0(a) or 141.0(b)2P for alterations. For multifamily addition or alterations compliance will be documented per 180.1(a) or 180.2 (b)4Bvii Project Name: Newport Beach Fire Station & Library Report Page: (Page 1 of 71 Project Address: 110 E Balboa Blvd Date Prepared: 6/16/2025 A. GENERAL INFORMATION 02 Climate Zone 6 01 Project Location (city) Newport Beach 03 Occupancy Types Within Project: All Other Occupa nciesCommercial Ind ustrialGymnasiumHotel/Motel Library OfficeSupport Areas B. PROJECT SCOPE This table includes electrical systems that are within the scope of the permit application- 01 02 03 04 05 06 07 Syste m Utility Provided subject to CA Provides power to dwelling Electrical Service Metering System Elec Code units common livingareas 1 Designation/Article Scope of Work s z Rating {kVA] Exception to p 517 Demand Response Controls p only in multifamily Description 130.5(a)3 Exception to 160.6(a) 130.5(a)and occupancy (b) Where required, demand response controls must be specified which are capable of receiving and automatically responding to at Newport Beach New electrical least one standards based messaging protocol which enables Fire Station & service equipment 288 ❑ ❑ demand response after receiving a demand response signal. ❑ Library and meter Sections 120.2/ 160.3, 130.1/ 160.5, and 130.3/ 160.5, and mechanical, indoor lighting, and sign lighting Certificate of Compliance documents will indicate when demand response controls are required. 'FOOTNOTES. Adding only new feeders and branch circuits triggers Voltage Drop 130.5(c)/160, 6(c), no other requirements from 130.51160.6 are required. Jf common use areas in a multifamily are submetered, rating is for submeter size serving common use areas - Applicable if the utilitycompany is providing a metering system that indicates instantaneous kW demand and kWh fora utility -defined period. CERTIFICATE OF COMPLIANCE NRCC-LTC'-E Project Name: Newport Beach Fire Station & Library Report Page: (Page 9 of 9) Project Address: 110 E Balboa Blvd Date Prepared: 7/25/2025 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: ANTON NATHANSON of s� Company: Signature Date: ELEN Consulting Inc 2025-07-25 Address: CEA/ HERS Certification Identification (if applicable): 5473 Kearny Villa Road, Suite 200 E21090 City/State/Zip: Phone: San Diego CA 92123 619-550-1085 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (respensihle designer) 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency fnrappmval with this building permit application. S. 1 will ensure that a completed signed copy of this Certificate of Compliance shall he made available with the building permits) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation tht buil r pr vides to the building owner at occupancy. Responsible Designer Name: Responsible Designer Signature: Anton Nathanson Company: Date Signed: ELEN Consulting, Inc. 2025-07-25 Address: License: 5473 Kearny Villa Rd Ste 200 E21090 City/State/tip: Phone: San Diego CA 92123 619.550.1095 Documentation Software: EnergyPro Generated Date(Time: Documentation Software: EnergyPro Generated Date/Time: Documentation Software: EnergyPro Compliance ID: CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Compliance ID: CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Compliance ID: EnergyPro-7839-0725-2039 Energy Pro-7839-0625-1859 Schema Version: rev 20220101 EnergyPro-7839-0625-1859 Schema Version: rev 20220101 Report Generated: 2025-07-25 0925:18 Rannrt Cian#,rnfPH- 9n9F_nR_14, 11 •nQ•d5 Rannrt ronPrnfoei- 9r19F_ns_1r, 11 •nQ•dr5 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-ELC-E Project Name: Newport Beach Fire Station & Library Report Page: (Page 5 of 7) Date Prepared: 6/16/2025 I. VOLTAGE DROP FOOTNOTES: Voltage drop calculations ma be attached to the permit application outside the construction documents i allowed b the Authority Having Jurisdiction. Select attached 9 P Y p pP f Y Y g applicable. If calculations will be the responsibility of the installing contractor, select "Contractor Responsible". I. CIRCUIT CONTROLS FOR 120-VOLT RECEPTACLES AND CONTROLLED RECEPTACLES This table includes entirely new or complete replacement electrical power distribution systems to demonstrate compliance with 130.5fd)/ 160.6(d).. Both controlled and uncontrolled receptacles must be provided in office areas, lobbies, conference rooms, kitchen areas in office spaces, copy rooms and hotel/motel guest rooms. 01 02 03 04 05 06 07 Room name or Location/ Type of Controlled Demand Responsive Permanent Location of Requirements in Field Inspector Pass Fail Description Receptacles' Shut -Off Controls Controls Durable Marking Construction Documents Will be Used NA: Building does not LOBBY 1100 Split wired receptacle Occupancy Sensor require demand responsive ® E2.3 El Ellighting controls per 110.12(c) NA: Building does not FLEX 107A Split -wired receptacle Occupancy Sensor require demand responsive® E2.3 n n lighting controls per 110.12(c) NA: Building does not FLEX 107B Split -wired receptacle Occupancy Sensor require demand responsive® E2.3 El Ellighting controls per 110.12(c) NA: Building does not OFFICE 119 Split -wired receptacle Occupancy Sensor require demand responsive N E2 _3 ❑ ❑ lighting controls per 110.12(c) NA: Building does not FLEX 1207 Split -wired receptacle Occupancy Sensor require demand responsive® E2.4 ❑ Ellighting controls per 110,12(c) * NOTES: If "Other*" is selected under Shut -Off Controls above, please indicate how compliance has been achieved in the space provided below. CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Generated Datefrime: Report Version: 2022.0.000 Schema Version: rev 20220101 Documentation Software: EnergyPro Compliance ID: Energy Pro-7839-0625-1859 Rannrt!Zanaraforl- *?n91;_nA_1r, 11-nQ-Ar, STATE OF CALIFORNIA Electrical Power Distribution CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-ELC-E Project Name: Newport Beach Fire Station & Library Report Page: (Page 4 of 7) Date Prepared: 6/16/2025 G. SEPARATION OF ELECTRICAL CIRCUITS FOR ENERGY MONITORING This table includes entire) new orcom fete replacement electrical over distributions stems to demonstrate compliance with 130.5 b 160,6 b . An load es that are not included Y P P P Y A ()/ () Y types in the service do not need to be shown. For multifamily occupancies, submetered systems that provide power to dwelling units do not need to meet these separation requirements and therefore load types on those submetered systems also do not need to be shown. 01 02 03 04 05 Load Type per Table 130.5-B' Minimum Required red Separation of Compliance Method' Location of Requirements in Construction Field Inspector Pass Fail Load per Table 130.5-13 Documents Method 1: Switchboards, motor Charging stations for electrical vehicle All loads in aggregate control centers, or E0,2, E0.5 ❑ ❑ panelboard loads disaggregated for each load type * NOTES. If "Other" is selected under Compliance Method above, please indicate how compliance has been achieved in the space provided below. ' FOOTNOTES: For each separate load type, up to 10% of the connected load may be of any type - Method 1: Switchboards/motor control centers/panelboard loads disaggregated far each load type. Method L Switchboards/motor control centers/ panelboard supply other distribution equipment with loads disaggregated for each food type. Method 3: Branch circuits serve load types individually and provisions for adding future branch circuit monitoring. Method 4: Complete metering system measures and reports foods by type. Fee Chapter 8 of the Nonresidential Compliance Manual for more detail on Compliance Methods. H. VOLTAGE DROP This table includes entirely new or complete replacement electrical power distribution systems, or alterations that add, modify or replace both feeders and branch circuits to demonstrate compliance with 130.5(c)/ 160.6(c). For alterations, only the altered circuits must demonstrate compliance per 141.0(b)2Piii/180.2(b)46viic. 01 02 03 04 05 Electrical Service Combined Voltage Drop on Installed Feeder/Branch Location of Voltage Drop Sheet Number for Voltage Drop Field Inspector Pass Fail Designation/Description Circuit Conductors Compliance Method Calculations' Calculations in Construction Documents Newport Beach Fire Station & ® Voltage drop less than ❑ Permitted by CA Elec Code (Exception to In construction documents E0.2 ❑ ❑ Library y 590 130.5(c))* * NOTES: if "Permitted by CA Elec Code *" is selected under Compliance Method above, please indicate where the exception applies in the space provided below. CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Generated Daterrime: Report Version. 2022.0.000 Schema Version: rev 20220101 Documentation Software: EnergyPro Compliance ID: E nergyP ro-7839-0625-1859 Rannrt ronarafori- 9n9r,_ns_1r, 11 -no-a,; STATE OF CALIFORNIA Electrical Power Distribution CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-ELC-E Project Name: Newport Beach Fire Station & Library Report Page: (Page 3 of 7) Date Prepared: 6/16/2025 G. SEPARATION ELECTRICAL CIRCUITS FOR ENERGY MONITORING This table includes entirely new orcomplete replacement electrical power distribution systems to demonstrate compliance with 130.5tb)/160.6(b). Any load types that are not included in the service do not need to be shown. For multifamily occupancies, submetered systems that provide power to dwelling units do not need to meet these separation requirements and therefore load types on those submetered systems also do not need to be shown. 01 102 03 04 05 Load Type per Table 130.5-B s Minimum Required Separation of Compliance Method z Location of Requirements in Construction Field Inspector Pass Fail Load per Table 130,5-B Documents Newport Beach Fire Station &r Library Method 1: Switchboards, motor Lighting including exit, egress and exterior All lighting disaggregated by floor, control centers, or E0.2, E0.5, ED.6, E0.7 ❑ ❑ type or area panelboard loads disaggregated for each load type Method 1: Switchboards, motor HVAC systems and components All HVAC in aggregate and each control centers, or E0.2, E0.5, E0.6 ❑ ❑ HVAC load rated at least 50 kVA panelboard loads disaggregated for each load type Method 1: All plug loads separated by floor, Switchboards, motor Plug Loads and appliances less than 25kVA type or area Groups of plug loads control centers, or E0.2, E0.5, E0,6, E0.7 ❑ ❑ exceeding 25 kVA connected load panelboard loads in an area less than 5000 sf disaggregated for each load type Method 1: Switchboards, motor Other non-HVAC loads and appliances All loads in aggregate control centers, or E0.2, E0.5, E0.6, E0.7 El I] greater than or equal to 25kVA panelboard loads disaggregated for each load type CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Generated Datefrime: Report Version: 2022.0.000 Schema Version: rev 20220101 Documentation Software: EnergyPro Compliance ID: Energy Pro-7839-0625-1859 Ronnrt rZ.- f.,i 9r191;_nR_1r, 11-M-Ar, �QFtOF A 'r p N A 7'rry�,,,\� y� 2 A, z II o m Q Nb. E 2100 Z 005-150 coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com T C IELEN No 3 www, m'uhln&mmEEW,9M DIEG0, G1921 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 0 �\ C4-* DESCRIPTION: DATE: BID SET 12/15/25 1 PROJECT NUMBER: 230101 SHEET TITLE: TITLE 24 SHEET NUMBER: E5n4 STATE OF CALIFORNIA Electrical Power Distribution CALIFORNIA ENERGY COMMISSION STATE OF CALIFORNIA Electrical Power Distribution CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-Ell Project Name: Newport Beach Fire Station & Library Jill Page: (Page 7 of 7) Project Address: 110 E Balboa Blvd Date Prepared: 6116/2025 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: ANTON NATHANSON R s Company: Signature Date- ELEN Consulting Inc 2025-06-16 Address: CEA1 HERS Certification Identification (if applicable): 5473 Kearny Villa Road, Suite 200 E 21090 CitV/StatelZip: Phone: San Diego CA 92123 619-550-1085 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, underthe laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified an this Certificate of Compliance (responsible designer) 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application- S. 1 will ensure that a completed signed copy of this Certificate of Compliance shall he made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation tht buil er pr vides to the building owner at occupancy. Responsible Designer Name! Responsible Designer Signature. Anton Nathanson Company: Date Signed: ELEN Consulting, Inc. 2025-06-16 Address: License: 5473 Kearny Villa Rd Ste 200 F21090 City/state/Pip: Phone: San Diego CA 92123 1619.550.1085 CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Generated DatelTime: Report Version: 2022.0.000 Schema Version: rev 20220101 Documentation Software: EnergyPro Compliance ID: E nergyP ro-7839-0625-1859 PQ nnrt l;annrafoei- 9rr9F-nA-15 11 •nq•d5 CERTIFICATE OF COMPLIANCE NRCC-Ell Project Name: Newport Beach Fire Station & Library Report Page: (Page 6 of 7) Date Prepared: 6116/2025 CIRCUIT CONTROLS FOR 120-VOLT RECEPTACLES AND CONTROLLED RECEPTACLES FOOTNOTES: Receptacles dedicated to refrigerators and water dispensers in kitchens, located a minimum of bft above the floor specifically for clocks, network copiers, fox machines, VV and data equipment other than personal computers in copy rooms, circuits rated more than 20 Amps, or connected to a UPS that are intended to be in continuous use and are narked to differentiate them from other receptacles or circuits are excepted from the requirements. . . ELECTRIC READY BUILDINGS his section does not apply to this project, K. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION Selections have been made based on information provided in this document. if any selection have been changed by permit applicant, an explanation should be included in Table E. Additional Remarks. These documents must be provided to the building inspector during construction and can be found online Form/Title NRCI-ELC-E - Must be submitted for all buildings CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Generated DatelTime: Report Version: 2022.0.000 Schema Version: rev 20220101 Documentation Software: Energyl Compliance ID: Energy Pro-7839-0625-1859 Rannrt r annratarl ?n9F-nR-i s 11 •nQ•d5 PROFESS/ONq\ NATiy < �� q cp��c z II o m C Nie. E 21040 Z 70 OF CA 005-150 coar DESIGN GROUP 9640 GRANITE RIDGE DR, SUITE 130 SAN DIEGO, CA 92123 619.698.9177 I www.coargroup.com T ELEN 1 www, nsluhng. omTE xOp, SFN DIEGO, CA 921 23 PROJECT: CITY OF NEWPORT BEACH NEWPORT BEACH FIRE STATION NO. 1 & LIBRARY 110 E BALBOA BLVD NEWPORT BEACH, CA 92661 CITY CONTRACT NO. C-8865-1 DESCRIPTION: DATE: BID SET 12/15/25 PROJECT NUMBER: 230101 SHEET TITLE: TITLE 24 SHEET NUMBER: E5n5