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HomeMy WebLinkAboutN2018-0346b . la. 0 City ityof Newport Beach IIIIIIIIIIIIIII II II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Permit No: N2018-0346 [ oVBeach, N 2 0 1 8 0 3 4 6 Project No Permit Counter Phone (949)644-3311 t r Online Inspection Request - www newportbeachca gov / Online Services ! $ �� �+ '+��y'``` 16nJ'9 Inspection Reque n 9 999 64 3222���5555 Job Address : 3010 LAFAYETTE AVE NB Thomas:Guide: 8881-17 Description : REPLACE STREET LIGHT- SLC0883 - WITH NEW FOOTING, INSTALL 1 ANTENNA, 2 RADIO UNITS, 4 PSU UNITS, 2 PULLBOXES WITH CONDUIT. REMOVE EXISTING POLE AND FOOTING. Parcel # : 0470-240-3 - Legal Desc : LANCASTERS ADD LOT 1 BLK 429 AND LOTS 2-7 INC BLK 429 Owner: CITY OF NEWPORT BEACH Contractor: MOTIVE ENERGY TELECOMM GROUP INC Phone: Phone: 714-309-6019 Address : 1 PUBLIC ROW Address : 2469 ARABIAN TRAIL FALLBROOK CA 92028 Contractor State Lic: 1021440 Applicant: KEITH JESKEY License Expire : 12 31, 2020 Phone: 951-440-0189 [ Address : 755 TRADEMARK CIRCLE Business License : BT30061814 Business Expire : 08 31, 2020 Special Cond.: PRE JOB MEETING REQ'D WITH PW Workers' Compensation Insurance - - INSPECTOR AND UTILITIES Carrier : ZURICH AMERICAN INS CO Policy No : WC34872001 W. C. Expire: 04 01, 2020 Permit Processing Fee $293.00 Sewer Connection : $0 00 Total Fee $2,838.00 Agreement Fee : $0.00 4TT Box Cover: $0 00 Paid : $2,838.00 Traffic control Plan Check . $140.00 Total Water Meters $0 00 Balance : $0.00 Inspection Fee : $2,405.00 Water Meter Connection : $0.00 Receipt No Refundable Deposit- $0.00 Total Water Meter Box - $0 00 Street Tree Fee : $0.00 Adjustment $0.00 Processed By : Date: _/_/ Other Department : Date: Utilities Approval : Date: _/_/ Permit Denied Date Y Traffic Approval : Date . _/_/ Issued Permit - Date General Services Approval Date CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 'ROJECT ADDRESS: 3010 Lafayette Ave. I Newport Beach, CA 92663 )ETAILED DESCRIPTION OF PROPOSED WORK: Verizon Wireless small cell installation. �L_C, ,J .� APPLICANT: Keith Jeskey jPhone: 951-440-8406 Email Address: kieskey@motive-energy.com Mailing Address: 755 Trademark Circle City/State/Zip: Corona, CA 92879 Phone: OWNER: Email Address: Mailing Address: City/State/Zip: ALL CONTRACTOR INFORMATION IS REQUIRED -PLEASE COMPLETE CONTRACTOR: Motive Energy Telecommunications Office Phone: 951-284-0189 Company (if different): Jobsite Phone: 951-440-8406 Other Phone: Email Address: Mailing Address: 755 Trademark Circle City/State/Zip: Corona, CA 92879 State License Number & Class: 1021440 / C10 B Expires:12/31/2020 City Business License Number: BT30061814 Expires: WORKERS COMPENSATION INSURANCE - Certificate of Insurance (Section 3800 Labor Code) Company: Zurich American Insurance Co. Policy No: WC348720011 Expires: 4/1/2020 RFUNDABLE DEPOSIT 1NFQRMAT014 (!f Applicable):* Refund Payable To: Mail Refund To: FOR OFFICE USE ONLY I Conditions of Permit: ADDITIONAL APPROVAL REQUIRED FROM THE FOLLOWING DEPARTMENTS Utilities: Traffic: Fire: General Services: Other: Engineering Technician: Publi o s Specialist: Date: Permit No. 9 g p I /users/pbw/shared/encroach masters/epworksheel As Public Works Department 949-644-3311 ` FEE WORKSHEET FOR, ENCROACHMENT PERMIT CITY OF NEWPORT BEACH PUBLIC WORKS. DEPARTMENT All Fees Are Non -Refundable Unless Otherwise Stated PROJECT ADDRESS: lJt I IG Rbw — PERMIT N201 � - NUMBER: APPLICANT: TO BE COMPLETED BY PUBLIC WORKS DEPARTMENT Permit Processing Fee: Qt . Public Works Only $266.00 Other Department $303.00 I Agreement Fee: Preparation of Report/Agreement $901.00 Document Recordation Fee $211.00 Monitoring Wells $553.00 Inspection Fee: Public Works Field Inspection Utilities Field Inspection Water Quality/Artificial Turf Inspection Refundable Deposit: Improvements Qt . $182.00 $133.00 $119.00 TBDBTBD Street/Alley/Walk Closure: $72.00F77_1 Newspaper Rack Inspection $119.00 Traffic Control Plan Check 8-1/2" x 11" $72.00 I Sewer Connection Fee $250.00 24" x 36" $157.00 4TT Box & Cover $64.00 Additional _ THE LOIN FOLWG ITEMS REQUIRE APPROVAL FROM THE Revenue Division 1 REVENUE DIVISION PRIOR TO PAYMENT OF FEES lApproval: (Water Meter: Qty. Qt . 13/4" Installation Charge $581.001 Meter 11" $50.25 Meter $121.50 Water Meter Boxes: 11 1/2" Meter $285.00 1" DFW Meter Box $96.66 11 1/2" Turbine Meter $700.00 2" DFW Meter Box $203.24 12" Meter $425.00 12" Turbine Meter $845.00 13" Meter $3,310.00 14" Meter $4,730.00 16" Meter $7,190.00 MISCELLANEOUS FEES Qty. Budget Number Development Services Fee (Plan check hourly) $170.00 5200-5015 Final Tract Map Checking Fee $2,742.00 5200-5026 Final Parcel Map Checking Fee - Moderate $2,742.00 5200-5027 Lot Line Adjustment Fee $1,189.00 5200-5028 Park Dedication Fee Zone TBD 405-470 Street Easement/Vacation Fee (+100% of hrly over 4 hrs) $1,126.00 5200-5031 Street Tree Fee ($700 Planting Fee) TBD MOD023 Engineering Tech: Total Amou t Due: For Finance Use Only I�1A A e R ce pt No. Permit Specialist /6/25/2019 f /users/pbw/shared/encroach/masters/ep front and back masters/ dV epfeesheet xIs-revised 9/13/18 I ALL UNDERGROUND WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR I Contact "Underground Service Alert" At Least 48-Hours In Advance of Any Excavation at 1-800-227-2600 or 811 TERMS AND CONDITIONS OF ENCROACHMENT PERMIT 1. Encroachment Permits may be taken out by the owner of benefited property or a licensed contractor A licensed contractor must provide a "Letter of Authorization" to allow another party to pull a permit. An approved copy of the permit and construction plan shall be kept at the lob site at all times. Work, which has been done prior to issuance of a permit, is subject to rejection/fine City reserves the right to void permit if work does not commence within 30 days after date of issuance 2 The Permittee agrees to defend, indemnify and hold the City, its authorized agent, officers, representatives and employees harmless from any responsibility, liability, suit or action of any description arising out of any accident, loss or damage to persons or property occurring as a result of work undertaken under this permit. 3 All work shall be done in accordance with the approved plans, Standard Special Provisions and Standard Drawings of the City of Newport Beach, and in compliance with all applicable State laws and City ordinances 4. Permittee guarantees all work performed under this permit to be free of hidden and latent defects Any failures shall be corrected within two weeks after notification to the satisfaction of the Public Works Director 5 A valid State licensed contractor must perform all construction within the public right-of-way, unless waived by the Public Works Director A valid State Contractor License Class A can perform any work in the public right-of-way For construction or connection to water lines a valid State Contractor License Class C-34 is required For construction or connection to sewer lines a valid State Contractor License Class C-42 is required 6 All trenching and/or resurfacing shall conform to City Standard 105-L for parkway/roadway and City Standard 140-L, in the alley, where a minimum half -alley width resurfacing shall be provided, unless otherwise directed by the Public Works Dept Contractors shall obtain permits to perform excavation or trench work from the California Division of Industrial Safety prior to commencing underground construction as required by State law Walls and faces of all excavations over 5 feet in depth shall be protected by a shoring system, sloping of the ground, or other equivalent means Trenches less than 5 feet in depth shall be guarded when hazardous ground movement may be expected. 7 The Public Works Department Inspectors must inspect all work in the Public right-of-way Forms and subgrade must be inspected and approved before concrete is ordered/poured Sewer, pipelines, and subgrade construction must be inspected and approved before backf llmg, or applicant may be required to excavate site Separate inspections by the Municipal Operations Department may be required depending on scope of work performed 8 All trench restoration must be inspected by the Public Works Department No utility installation(s) shall be allowed over or within 5 feet of any City utilities, unless approved by the Public Works Department. Locate and pothole existing City -owned utilities (ie water, sewer, or street lighting conduits) to verify locations Maintain a one -foot clearance over or under existing City -owned utilities Sewer cleanouts require VCP or PVC SDR35 be used with a 4TT box over the riser 9 Properly lighted barricades must be provided and maintained around all trenches, excavations and obstructions All signs, flags, lights and other warning and safety devices shall conform to the requirements of the current "Manual of Warning Signs, Sights and Other Devices for the Use in Performance of Work Upon Highways", issued by the California Department of Transportation If needed, barricades can be obtained from the City at a charge of $10 00 per barricade per day, with a minimum charge of $35.00 It is the responsibility of the applicant to place barricades to protect the general public Access to fire hydrants must be maintained at all times 10 Work within or near beach sensitive areas will not be allowed during, City holidays, spring break, Memorial Day weekend, summer between June 15 and September 15, and during the holiday season from December 19 to January 1, unless approved by the Public Works Department 11 Any work that extends into traffic or parking lanes and impedes the normal flow of traffic requires the applicant to acquire a Temporary Street Closure Permit from the Public Works Department Access for fire, police and emergency vehicles must be maintained at all times Traffic Control must be per Work Area Traffic Control Handbook (WATCH). No nighttime traffic lane closures, unless prior approval has been granted Any lane(s) closure on a major street will only be allowed between 9:00 a.m. and 3:00 p.m. (Monday thru Friday), unless approved by the Public Works Department. Any work affecting the State Highway's traffic or within the State Highway right-of-way will require a Caltrans Permit All vehicles shall be lawfully parked. 12 This permit does not authorize the closure of sidewalks, streets, or alleys for construction access, storage of materials, or parking of construction vehicles unless detailed on an attached Temporary Street Closure. 13 Applicant must notify USA at 1-800-227-2600 2 days before starting any underground construction. Applicant must notify all affected residents 24 hours in advance of restricted access and any inconveniences. All USA marks shall be removed prior to Final Public Works Inspection 14 Refuse or unused materials shall be removed within 24 hours after completion of the work If not removed, the City may remove and bill the applicant Coordinate alley closures with City's refuse pick-up days by calling 949-644-3066 for the collection schedule so service is not interrupted To place a dumpster or materials in the public right-of-way, a Temporary Street Closure Permit must be obtained from the Public Works Department. No work related to this encroachment permit shall be performed until the Public Works Department has Issued this conditions of this permit and he/she agrees to abide by them. Permit Is void If work Is not commenced within 30 days Permit fees are nonrefundable. Please note: Preparation of Encroachment Aoreement fee Is non-refundable, D WORKER'S COMPENSATION INSURANCE (Section 3800 Labor Code) I certify that I have a Certificate of consent to self -insure, Certificate of Worker's Co ensation Insurance, or a Certified C0 thh eof. 5 Date: 1/ l C i Signature: J� CERTIFICATE OF EXEMPTION (Section 3800 Labor Code) I certify that in the performance of the work under this permit, I shall not employ any person so as to become subject to California Worker's Compensation Laws. If, after signing this certificate I become subject to the Worker's Compensation provisions of the State Labor Code, I must comply with the provisions of Section 3700 or this permit shall be deemed revoked. Date: Signature: CONTRACTOR LICENSE EXEMPTION As the Owner of the benefiting property, I certify I am personally performing all work in the Public Right -of -Way. Date: Signature: HOLD HARMLESS STATEMENT I understand that I am locating minor encroachments within the City Right-of- Way/Easement. As property owner it is my responsibility to maintain the encroachments. I will be responsible for replacing the improvements if the City removes them for maintenance of utilities or other public need. I shall indemnify and hold the City harmless for any liability associated with the minor encroachments. Date: Signature: Inspections should be requested by calliV a Public Works Inspection Request Line at: 949-644-3255. INITIALS 15. All above ground facilities shall comply with the Municipal Code, including but not limited to Chapter 13.20 16 Homeowner, contractors, and subcontractors may each be liable for violations of Water Quality Laws. Best Management Practices will be enforced It is against the law to discharge construction debris into the gutter and storm drain. Felony violations of Water Quality Laws are punishable by fines up to $25,000 and/or up to three years in State prison plus the full cost to clean up an illegal discharge or spill. 17. If a refundable deposit was paid, applicant must submit a Soils Compaction Certificate or Evidence of a Slurried Backfill and request a final inspection from the Public Works Department. Monies may be held for six months after final inspection before a refund will be processed. 18 No trees in the public right-of-way shall be planted, removed, trimmed, or relocated without approval from the Municipal Operations Department, Parks and Street Trees Division. 19 All work in the public right-of-way must meet the approval of the Public Works Department or corrections will be required (i.e removals, exposing connections, etc ) Additional inspection fees may be required 20 Permit is for standard materials in the public right-of-way only, unless previously approved by Public Works and an Encroachment Agreement has been processed. 21 Permit is valid for "description" of work noted on front only. Additional work performed may require issuance of a separate permit and/or additional fees rmit ppllcant hereby ackpowledges he/she has read and understands the terms and a suancq, unless otherw 'approved by tie P*IIc MJorks Department. CITY OF NEWPORT BEACH o ENCROACHMENT PERMIT CONDITIONS OF APPROVAL cq,4FO�P R� The following are additional conditions of approval required prior to permit issuance: Utilities. In the event that an existing pull or meter box or cover is damaged by the Work and is not re -useable, the Contractor shall provide and install a new pull or meter box or cover of identical type and size at no additional cost to the City. The Contractor will be required to contact Southern California Edison, The Gas Company, AT&T Telephone, cable television, and any other utility facilities 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. Encroachment Permit Fees. All encroachment permit fees shall be paid prior permit issuance. Pre -Construction Meeting. A pre -construction meeting with the Public Works inspector is required a minimum of five (5) working days prior to the start of construction. Non -working Days. Work on Weekends and City holidays are not permitted. Working Hours. Normal working hours are limited to 9:00 a.m. to 3:00 p.m. Normal roadway operations shall be restored outside normal work hours. Street Closures. Contractor shall submit to the Engineer — a minimum of ten (10) working days prior to the pre -construction meeting — a traffic control plan with specific closure dates. The Contractor shall be responsible for processing and obtaining approval of a traffic control plan from the City Traffic Engineer and obtaining a Temporary Street Closure Permit for each phase of the project. The Contractor shall adhere to the conditions of the traffic control plan. Upon applying for the Temporary Street Closure Permit, the Contractor is required to pay the fees for the permit, the use of the parking meters, the "No Parking" signs per conditions below, and the Traffic Control Plan plan check fees. The roadway shall be opened by the end of the work day. Work hours will be determined by the City Traffic Engineer based on location. Normal roadway operations shall be restored outside work hours. Sidewalk Closures. Sidewalks around project shall be open at all times unless otherwise approved by Public Works. "No Parking" Signs. Contractor shall install, and maintain in place "NO PARKING -TOW AWAY" signs (even if streets have posted "NO PARKING" signs) which he/she shall post at least forty-eight hours in advance of the need for enforcement. The signs shall be obtained from the City. 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. The City of Newport Beach "Temporary Tow -Away, No Parking" signs are available at the Public Works Department public counter. Traffic Signage. Contractor shall maintain all traffic signage at all times, including but not limited STOP, YIELD, Speed Limit, Directional and parking signs Notice to Residents and Businesses. Residents and businesses shall be notified at least five working days prior to starting work. The Contractor shall deliver a construction notice to all impacted residents and businesses. The notice shall describe the project, indicate the limits of construction and dates, describe disruptions that may occur, and include a 24-hour contact phone number. Provide a copy of this notice to the City prior to notifying residents and businesses. An interruption of work at any location in excess of 14 calendar days shall require re - notification. 24-Hour Emergency Contact. The Contractor shall provide to the City a current 24- hour emergency contact a minimum of one -week prior to the pre -construction meeting. Thanksgiving Moratorium Pre Con CONSTRUCTION SCHEDULE M T W T F 5 I S M T W T F S I S M T W Motive Telecommunications, on behalf of Verizon Wireless will be performing telecommunications construction modifications on a street light pole near: 30 10 Lafayette A ve. (SCL NB 78) 1111812019 From 12110 /,09 To Periodic Delays To Vehicular Traffic To Occur During Construction 24hr Contact kjeskey@motive-energy.com (951)440-8406 *FzCORDINQ REQUESTED BY PLEASE RETURN TOt LAUP.A LACIOS, CITY CLERK C:"Y C.i LVJrCnT BEACH ^C tiL`N?O,ZT DOULEVARD OI T $EACH, CALIF. 92660 y ' 1447'7 ?rrd 10429 PwLE J38 FREE C8 oI/,—& // I(/ GRANT OF EASEMENT REC,RDED IN OFFICIAL RECORDS OF ORANGE COUNTv, CALIFORNIA 9'05 A.M. NOV 14 1972 J. l.'yL'E CARLYLe', Cou.Vy Recorder WESTERN CANNERS, LTD., A Limited Partnership, as owner of certain hereinafter described real property, hereby grants to the CITY OF NEWPORT BEACH, a municipal corporation, the following easement for street purposes over real property situated in the City of Newport Beach, County of Orange, State of California, described as follows: An easement for street purposes in the City of Newport Beach, County of Orange, State of California, being a portion of Lot 7, Block 429, as shown on a map of Lancaster's Addition to Newport Beach, recorded in Book 5, page 14, of Miscellaneous Maps, records of said Orange County, and a portion of 31st Street, as described in an abandonment by the City Council of Newport Beach, California, by Resolution No. 3128, on April 2, 1945, over a triangular parcel of land bounded as follows: on the West by the easterly right-of-way line of Lafayette Avenue, 40.00 feet wide, as shown on said map of Lancaster's Addition to Newport Beach; on the North by the northerly boundary as described in said Resolution, and on the Southeast by an arc of a circle of radius 27.00 feet, concave to the Southeast, tangent to said easterly right-of-way line of Lafayette Avenue and to the northerly boundary as described in said Resolution. SUBJECT TO all covenants, conditions, restrictions, rights, rights of way and easement of record, if any. Said easement is shown on the attached drawing prepared by Raub, Bein, Frost and Associates, a copy of which is for the sake of convenient identification marked Exhibit "A" and attached hereto and made a part hereof by this reference. DATED:3, F- CIO 1.7 WESTERN CANNERS, LTD., a Limited Partnership By: Wa ter Burgess f° President By: !/V William J. onovan Secretary .,r (O:iZsF"r1�Q� i LIDO PARK DRIVE all N N89'15'30"E 16.33' POR.OF 315T ST. ABAN- M PG DONED BY RESOLUTION co � NO. 3128,4/2/45 `o44 A = 68'21'00" M R = 27.00' L = 32 21' I i r^ _ ram\ A I j I r cZ � r .`.� v ram, V PREPARED FOR WESTERN CANNERS CO.,LTD. 3010 LAFAYETTE AVENUE, NEWPORT BEACH, CALIFORNIA { �q yyQQ(o�rtrt5� A E 9 G U f rJ ll !1 '. SKETCH 70 ACCOMPANY LEGAL DESCRIPTION K� FOR ADDITIONAL STREET RIGHT -OF L AfVD ASSOC IlATGS WAY AT S.E CDR OF 31 _T ST S LAFAYF-TTE r GII civ L S STRUCTURAL ENGINEER$ ` I uI l I LAND SURVEYORS a PLANNERS (I ST. IN THE CITY OF NEWPORT BEACH, "a Ll CALIFORNIA. N.��LJ ----- - —--------- - j DATE SCALE FIELD DOCK JON R2 OCT. 24 , 1972 I" = 10 ' 1 3 3 75 CITY OF NEWPORT BEACH - PUBLIC WORKS DEPARTMENT EASEMENT DEED ROUTING FORM This is to certify that the attached legal description and Date: 11- L -12 drawing for +L,P 2-y.f .a .mod:—,S f4 41._e_. so.,. ►.. { o....c_,� cf La . L: d By: IZT Public Po �:ra , has een checked by the P.W.D. Works Depart- Comments ment A -NI+' [] Please prepare deed Please check deed as to form City C] The attached deed has been drawn up and executed Date: Attorney Q The attached deed submitted by By: `1 is approved as to form and content City The attached deed was approved as to sufficiency of content and Date:li-b -Y2 Manager accepted on behalf of the City by the City Manager. By: IPV=s— City Received from y Manager Forwarded to County Recorders Office: Clerk NOV 131w Date Date County Date Recorded Recording The attached deed has been recorded in Book Page Data City Received From County Deed No- Assigned Clerk I Date: D- (Route in ounlicate) CITY OF NEWPORT BEACH CALIFORNIA November 13, 1972 city Hall 3300 W. Newport Blvd. Area Code 714 673-2110 Mr. J. Wylie Carlyle, County Recorder P. 0. Box 238 Santa Ana, CA 92702 Attached for recordation is Grant of Easement from Western Canners, Ltd. for street purposes. Authorized by Resolution No. x City Manager authorized by Resolution No. 6773 to accept easement deeds. Laura Lagios City Clerk LL:swk enc. CITY OF NEWPORT BEACH CITY CLERK Date December 1, 1972 TO: PUBLIC WORKS DEPARTIMENT Attention: Gail Pidwrt FROM: CITY CLERK SUBJECT: CANT OF EASEMENT FROM WESTERN CANNERS, LTD. Attached is/are two r copy/copies of Deed No. 3.161 with the following recording information: Book No. 10425 Page No. 538 Date recorded November 14, 1972 Laura Lagios City Clerk LL:swk enc. t ' t ' a 11046 FA,E 539, STATE OF CALIFORNIA) ) SS County of Orange ) On /�� s3 �97� 1972, before me, the undersigned, a Notary Public in and for said State, personally appeared WALTER BURGESS and WILLIAM J. DONOVAN, President and Secretary respectively, of Western Canners, Ltd., a limited partnership, known to me to be the persons whose names are subscribed to the within instrument and acknowledged that they executed the same. WITNESS my hand and official seal. N ar Public in and for said state OFFICIAL SEAL + JACQUELINE M. PRATT -ei NOTARY PUBLIC, CALIFORNIA PRINCIPAL OFFICE IN I ORANGE COUNTY My Commission Expires June 12, 1976 1O4LS NO This is to certify that the interest in real property conveyed by the deed or grant dated November 3, 1972 from WESTERN CANNERS, LTD. to the City of Newport Beach, a municipal corporation, is hereby accepted by the City Manager on the Tenth day of November , 19 72 , and the grantee consents to recordation thereof by its duly authorized officer. ROBERT L. WYNN, City Manager Dated: November 10, 1972 By; 7 j PHILIP FIL B TENCO R Assistant City Manager Authorized by Council Resolution No. 6773 11/7/2019 City of Newport Beach Page 5 of 12 4:31:14PM INSP150 - Daily Inspection Request Report Requested Inspection Date : 11/08/2019 cV Soy` C�''1° Inspection Type : ENCROACH 1� 0 Inspection Area : PW Cd,` "`s`e, Site Address : 3010 LAFAYETTE AVE A/P/D Information: Activity : N2018-0346 SubType : Status : APPROVED OWNER: CITY OF NEWPORT BEACH Phone: APPLICANT: KEITH JESKEY Phone : 951-440-0189 kjeskey@motive-energy.com Description : REPLACE STREET LIGHT- SLC0883 - WITH NEW FOOTING, INSTALL 1 ANTENNA, 2 RADIO UNITS, 4 PSU UNITS, 2 PULLBOXES WITH CONDUIT. REMOVE EXISTING POL AND FOOTING. Requested Inspection(s) Item: 10200 PRE JOB - PW Requested Time: 11/8/2019 12:00:OOAM Requestor: WEBUSER 9514408406 Entered By: WEBUSER Comments: AM -Pre -con walk Assigned to : Zzzzzzzzzzz" / �-E' � �-� fio �` �, c> 'J �' �Sic'• C LOGGED 5/18/2020 City of Newport Beach Page 14 of 15 6:30:27AM INSP150 - Daily Inspection Request Report Requested Inspection Date : 05/18/2020 Inspection Type: ENCROACH Inspection Area : PW Site Address : 3010 LAFAYETTE AVE A/P/D Information: Activity : N2018-0346 SubType : Status : APPROVED OWNER: CITY OF NEWPORT BEACH Phone: APPLICANT: KEITH JESKEY Phone : 951-440-0189 kjeskey@motive-energy corn Description : REPLACE STREET LIGHT- SLC0883 - WITH NEW FOOTING, INSTALL 1 ANTENNA, 2 RADIO UNITS, 4 PSU UNITS, 2 PULLBOXES WITH CONDUIT REMOVE EXISTING POL AND FOOTING Requested Inspection(s) Item: 10205 GENERAL SERVICE Requested Time: 5/18/2020 12:00 OOAM Requestor: WEBUSER '9515297238' Entered By: WEBUSER Comments: 'ANY -start CX - rod/rope conduit' Assigned to : zzzzzzzzzzz* a(e YA III l LOGGED ELEETRICAL SERVICE NOTES: 1 IUNe M thh, Pa.1 he peAUtt' W tie cM of Nenp«T pe<n e,PelAee m the NM,ar teAM p Rel T The, ho w.er Pelmdcmmrnm Map N[Np eeserN Sto wmlm ary msms<M met Wpeeminee me6r ae Ceya Nevyonx cn see rover s:Ipe lee T%aaM1nCn tlN NeW 1 IRA YE mme i,nneM. TN<rt wl Ee ^e ae6eovel «separN YE miter pmNU M item Y/rtics. a The ee5eN 5anyn wMn slwnnn,neE.nLrt pwiia Gy the cirydE4wpon Bd<e 1M �s sben m 1Nn sKet 5 IMea SpKiM1<Ylynpm 1. IN, <meary. all IV.w i« d'—Yw•n in ee Vwv S,,, Live Guaira. that he nit Ie eve .., D, Inmdl aluM e0 it,,, vlmna FAe UFM YaMare prove, mMurlan Moo"' am rn•11M5 am ae Co,v.or I I.W Nhh, 6 o NY ele CaerMoes'repomiNlM xo viot to Yte. vatk the<OVUuLi Me SavM M1pe RR mete re., xo VmM Dte KKtil. and tamNYee xKTsel45 wit, all..' 1WIe hole. seen impwemeea. eraoe Wnae aM arry other mstiee FAY.IMI <enNeas or <onealrM ay1 v,nl nae ae Inlwe en Nee Ne rorlemtwllm , IIe L«maat«,nap neMVlnfOn VMNee( tvareh- E.uruE..m wie.a eraM As<,ewrcies«<mert. report yet w arte .aa h.'v v,Mspelnwnv, �Qnehee ev ee eeamp. .alurcte N%M ne ve1¢an LmAru[hm Wr'.a(er wa rrM�wN to VMi« YArNes 1N1 restlurwn. d iu[n M1svewnoes n mntiemi n IMILLey in [le CmeWon m rpe <«mulmn I PROJECT TEAM I SITE ACQUISITION. PLANNING: PLANCOM.INC. PLµCOM. INC. M EL CAMINO REIN. SUITE I II LW EL LAMMO REAL. SUrfE 117 TUSTIN. CAWW TUSTIN, CA 9T18O CONTACT. ERIC MEUtS CONTACT ERIC LEUES PHONE. rKR131UB30 PHONE (NO)3MlOU ENU LERIC. MEURS®RNaCCMIHC.COM EMAUL ERIC WMSgPIANfSIMNCGEMI ARCHITECT: SURVEYOR: PLANCOM, INC. OLNI DESIGN GROUP b STATE PLACE 711 TANK FARM ROAD. SUITE IW CAARON KAGHTT CONTACTRANDY W%- CONTACT AARCII CONTACT PHONCONTACT: 39`r Z}ta7 PHIONE. Itloa)sR4.wm %,c, EMAIL RANDY EMAIL: TUNor WIuu,ISQPIANCUAI,IC.WN POLE MANUFACTURER: LMBDN U FIAGE. LLC INN S. EUCLID AVENUE TUSCON. AZ 85713 CONTACT: RYAN NELSON PHONE: (M) EL3 EMAIL' NELSONglM50NDAMO COM DRIVING DIRECTIONS FROM'. 15505 SAND CANYON AVENUE TO: 3010 LAFAYETTE AVENUE IRMNE CA 92618 NEWPORT BEACH. CA 92043 I. TARN RIGHT ONTO SAND CANYON AVENUE. 2. TAME RAMP ONTO 1-405 NORTH. 3. MERGE ONTO 1-405 NORTH. 4. TAKE CA-55 EXIT. KEEP LEFT AT FOB, FOLLOW Mi5 FOR CA-55 SOUTH AND MERLE ONTO CA-W SOUTH. 5. CONTINUE ONTO NEWPORT BLVD. 6, TURN LEFT ONTO JIM STREET. 7. TURN LEFT ONTO LAFAYERE AT. UTILITY POLE WILL BE ON THE PRAM WIND SIDE verizonN/ scL NB 78 CITY STREET LIGHT SLC0883 IFO 3010 LAFAYETTE AVENUE R.O.W. NEWPORT BEACH, CA 92663 VZ LOCATION #439927 VICINITY MAP O� QEIMla l7uls«'. 3 O p Bear Flay Fish Cwepa, t 76 O c a _ ao V1a N3la a e Z t,d St Q Ruily s Pb B GO as z © $ 31slsi 31sISt . P Ana Coffee & ReslawarR PaolionsQ o 3DIh SI a lam S1 F Z Ja 791h St 231451 V y 9 6 Lev~as Bp OCheese Pizza P,,Nre 281, t $ Avila s El Ranch,to ° z O Lick, Pvtn:.ua ^e5 Q a� 0AmeNcan JUDXM 4 4 4 4 .t\ QWoo0y 6y Ali. ,r,fA a 3i nnn \ 'Po AW I PROJECT SUMMARY I APPLICANTILESSEE: PROPERTY INFORMATION: LAT hl a ): 35.615N (NAG W) ,/ LONG(oerhal) -11192TmrNAGm) LAT(Dog W Sec)'. V3B SLAB•N 15505SANDCAWONAVENUE LONG(aii., n sie). 11T w St 14•W IRVINE.CAMIa EIEV' Ta(AMSL) OFFICE SM)ZR1lUL POLE OWNER CRY OF NEWPORT BEACH JVRI3OICTIpi. CITY OF NEIYPDFeT BEACH APPLICANT'S REPRESENTATIVE: UTILITY COMPANY: PLANCOM. INK. SOUTHERN CAUFORNIA EDISON M EL CAMINO REAL. SUITE 117 TUSTIN, CA 92110 CONTACT. EPIC MEURS PHONE (w9)S1D6BSB PROPERTY LOCATION: EMAIL- ERIC.WURSQPLANCOMNC COM PUBLIC RIGHT—CF—WAY AREA OF CONSTRUCTION. NA OCCUPANCY U TYPE OF CONSTRUCTION V-S, CURRENTZONING PUBLIC RICM-OF-WAY ACCESSIBILITY REQUIREMENTS: FACILITY IS UNMVfED HOT FOR HUMAN HABITATION. ACCESSBEITY NOT REQUIRED I GENERAL CONTRACTOR NOTES DO NOT SCALE DRAWINGS THE GENERAL CONTRACTOR SIMLL VERIFY AIL oMTING CONOIIONS AND DIMENSIONS MATCH THE DRAWINGS AND SIWl IMMEDIATELY NOTIFY THE ARCHITECT OR ENGINEER IN WRITING OF ANY DISCREPANCIES. PROCEEDING WITH CONSTRUCTION WRHOLTT SUCH NOrFICAMIN OF DISCREPANCIES INDICATES THE GENERAL CONIRAGIOR ACCEPTS RESPONSIBILITY FOR THE EXISTING CONDITIONS AND HAS INCLUDED RESOLUTION OF THOSE DISCREPANCIES IN HIS OR HER BID FOR CONSTRICTION. CODE COMPLIANCE 2016 CAUFORNA ENERGY CODE 2016 CALIFORNIA BUILDING CODE • 206CALIFORNIA ELECTRMl1 CODE • 2016 CALFORNIA FIRE CODE • 2016 CAUFORNIA GREEN BUILDING CODE IN THE EVENT OF A CONFLICT, THE MORE RESTRICTNE CODE SHALL GOVERN. UOBTAN DVND0, O VAR LPN a uIOENDRowo FAcaRES BFFOIE 8� rW U4 p1 GLIFORXA (SgRN. WL N TOIL Ie-800227.261p OR .: (snow Wears below. Cell before you G4FPiNM STATUTE RFUUXES MN OF3 WDRIM,D Da.3,IDRD; dig. BEFORE YUU E%KAVATE SHEET DESCRIPTION 1 TITLE SHEET 2 SITE PHOTO ! 1A CERTIFICATION LETTER 3 SITE PAIN 4 ENVIRGUI SITE RAN S ELEVATORS 8 DEALS 7 DETAILS 5 NnENNA PLULeNG ! GROUHONG DIAGRAM 9 POWER SINGLE ME DIAGRAM • DETAILS 10 LGHT STANDARD TITLE SLUT (BY LARSON CAMOUFLAGE) I LIGHT STANDARD DETAILS (BY (ARSON CAMOUFLAGE) 12 LIGHT STMOARD DETAILS (BY LARSON CAMOUFLAGE) 13 UGHT STANDARD DETAILS (BY LARSON CAMOUFLAGE) 14 TOPOGRAPHIC SURVEY 15 EXISIaq UH(IY WP CONSTRUCTION DRAWINGS PROJECT DESCRIPTION THIS PROJECT la A VE RIZON WIRE LESS UNMANNED WIRELESS TELECOMMUNICATION FACILITY CONSISTING OF THE FOLLOWING' • VERIZON CONTNACTOLL TO REPLACE(E) ITS AGL CONCRETE STREET LIGHT SIX SCIND WITH A IN) PS AGL STEEL STREET LIGHT& CONCRETE FOOTING ADACENT TO EXISTING STREET LIGHT. • VERrC61 CONTRACTOR SHALL PLACE (1) 14M XM' TALL CANISTER ANTENNA WITH 17 SHROUD AND SHALL MOUNT t2) RADIO UNITS. (4) PSU UNITS &(4) DIFLE%ERS WITH CONCEALMENT SHROUD ON IN) STREET LIGHT, VERIZON CONTRACTOR SNLLL PLACE It)1T %3P %10' POWER HANOHCLE WITH (1)"CONDUIT TOIN) STREET UGM. • VERIZON CONTRACTOR SHALL PLACE(1) lr A W X 1W FINER HAOIIOLE WITH (1) r0 CONCUR TO IN) STREET LIGHT. J UTILITIES APPROVAL 11a16Nm Pml Subject: RE'. SCL ta078- 9LCO313 poser desigr F.. ICIN'aiva, Dave (DMiMar a®rrewporrosaCra gov! To: rally wdlars4Rpabwnincmm; Cc: DKcely@mwmrtneer)ox,,,v, gov; JAu9er@newpadheaphca W, 0a(a: Towels , taovamhar X. 2016 4.08 M Hi Randy, Pa our convention on this location I will get you the tout eurrent demnd on utility power. This email confirms CT'B Utilities' approval of the power design in principal. Theconductor stroll be res mrsible for existing circuit modifrc dons alterations, mnsnlidation or imulktim of new conductors. Thank You! Frain: Randy Williams (meitb:rmdyls'illiamsf Alen mtioc.com) Sens: Monday. November 19, 2019 9:41 AM To: Ichikuwn Dave <DIchik wane ,,ortl nkch..gov> Cc: Keely, David (Tooke. Abigail <ecooke[aewportbeachce.gov> Subject: SCL NB 78 - SLCO883 pow" design Unvc. Please confirm the following pow" design: SCL NB 78- SLC0883; Source and route confirmed by Dave I. Power source: Sean below. New breaker in existing panel by Verizon. Route: Site blow. New conductors through ex is(ing conduit by \erizon. stop coding Is 2.8A Distance: 245' m sera 12 ?Ste eq Cav j4•vr.M M.a T♦ a .? ♦one C.il\i0 SITE PHOTO 1A CERTIFICATE Verur. Wkebs Equipment lastaletiso • I Anursef Certification ProName SCL NB 78 Rojed Site Location: M101afayene Ave omni Ncwtwrt Beach, CA µm"nanYr PS system was used o Wordi Sw plane oordin (NAD9) GPS syxm wu usei b obtain State Plane Cnmdineal and Ncibde and Longitude MAD 63) along will elesaio-u MAYD 89) tong California Rut Tune Newoh Y-RTN' Due of Observation: Type of Attention Moux 1171194111 Laintine Light Pole CooNirmes C0 senors arc bcanea widen ore second of.h ol6er unI. nosed odmiicl (Di,-] Deeeum Lailudc: N Who'"' (33,61524) Loo®ode: WI17°SS'38.14^ (-117.927261 Elevation Damon. N V Elevan ce ofOround as,Base of Existing Light Pok: 7.8' AMSL Fiewim a Top of Existing Light Pole: 35.0' AMSL F2evatim a Top of Exic ing Light Senior 37A' AMSL Hoge of Existing Light Polk: 27S' ADL Heigh of Existing Light Sensor 29,8' A 'jL CERTIFICATION: I reify Lit to imbde and de longinde art s¢vnete 10 wnhm +/- 20 feu hodeornaly and that the site elesainn (AMSL) is eonmte b widen +1- 3 Into ueskally. The horizontal dawn (coordimtes) tee in terms of tte North Amerman On. of 1983 (NAD13) and are esptessed as degrees, minutes, and smekndx, to the rearrat hundredths of a second. The vertical datum ihct N) are en rams of the North Am riovt Vertical Damon of 19U (INAVDBR) end. determirud m de revs mum of a fan. 68'// —/7 0Dash AMarchrL Caitomia PIS 6375 One, Dmn Dehgr Grcur ina'p�alea Esxwol -, 1±E1 711 Tali Farm Road. Sane 1C1. Sur Lan Oboupo Ca km a 9L01 (005) 5s4-g7W ArchseUan li'r EnginverupI iepy.nnrarraan�a NOTES TO THE CONTRACTOR: 1. PRIOR TO BEGINNING CONSTRUCTION. THE GENERAL CONTRACTOR STALL CONTACT THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT. 2. THE CONTRACTOR SHAL REPLACE Al EYISTRIG GROUNOCOYER AND ALL OTHER LANDSCAPING INCLUDING TURF, SHRUBS, AND/OR TREES IN -CND INCLUDING SIZE SPECIES AND SPACING WHERE DAMAGED BY NEW CONSTRUCTION. 3. THE CONTRACTOR SHALL REPAIR, REPLACE OR RE-ROUTE AIL LANDSCAPE IWIGAFON LINES k FIXTURES IN-IOND INCLUDING LINE SZE HEAD TYPE. SPACNG AND CONTROL WIRE WHERE DAMAGED BY NEW CONSTRUCTION. 4. WHERE REMOVED OR DAMAGED B1 CORSIAULTION. ALL CURB. GUTTER R SIDEWAK SHALL BE REPLACED N ENTIRE SECTIONS BETWEEN EXPANSION "NTS. NO SAICUTTING A PARTIAL PATCHING SMALL BE PERMITTED. ALL CONSTRUCTION DETAILS FOR REPLACEMENT SECTIONS SHALL BE PER CITY OF NEWPORT BEACH STANDARD DRAWINGS. S. THE GENERAL CONTRACTOR SHALL REMOVE ALL DIG -ALERT MARKINGS MADE FOR THIS PROJECT (PRESSURE WASH) AT COMPLETION OF WORK 6. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXSTNG CONDITIONS AND DIMENSIONS MATCH THE DRAWINGS AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OR ENGNEO IN WRITING OF ANY DISCREPANCIES . PROCEEDING WITH CONSTRUCTION WTTlIOIIf SUCH NOTIFICATION OF DISCREPANCIES INDII THE GENERA CONTRACTOR ACCEPR R6PONSIBILIR FOR THE EXISTING CONDITIONS AND HAS INCLUDED RESOLUTION OF THOSE DISCREPFRCIES IN HIS OR HER BIG FOR CONSTRUCTION. N PROPOSED VERIZON WIRELESS FIBER OR POWER UNDERGROUND CONDUIT PATH VA TRENCH AND OR BORING. nI TRENCH OR BORING CONSTRUCTION METHODS SI BE VERIFIED IN FIELD AND WILL BE CONTINGENT ON VERIZON CONSTRUCTION MANAGER APPROVA PRIOR TO CONSTRUCTION. PROPOSED ANTENNA SCHEDULE SECTOR ANTENNA MODEL RAD AZIMUTH RADIO UNITS CENTER A C2U3MT360X06FXY60 29.2' 0' (2) RADIO UNITS W/ (4) PSU UNRS COAX PORT CONNECTIONS RRU/mRRU ANTENNA PORT 1 A +45' PORT 2 B f -45' A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED BY THE GENERAL CONTRACTOR AND APPROVED AS PART OF ENCROACHMENT PERMIT PROCESS. DIG ALERT IALDpA}llO mAx xOrt a mWIaR GNFRNM / DIAL TOLL FREE 1-800-277-2600 / AT LEAST TWO DAYS BEFORE YOU DIG CRY METER PEDESTAL FIBER P.O.C. AT (E) CATV VAULT. / S6 NOT A PART OF THIS APPLICATION O (E) CURB. CURER R SIDEWAIX '10 00 U (E) ELECTRICAL VAULT (E) CONCRETE CURB A SIGN LIDO PARK DRIVE o — - 0 I NN (SEE PROJECT AREA,'0 0 _ 31 ST STSHEET _ _ 01 i o U Cl �4v s� I lobo � za RiChr ob0, OO wAY SITE PLAN SCALE: 1 "-20' Aw CITY STREET UGW CARD SLCO893 APN: 047-024-03 / VA WATER VALILT Ar Q, (E) ACCESS RAMP kIT (E) COY STREET LIGHT POWER 0 11151� PI1LL BOX JR N TRENCH FROM (E) CRY CANT POWER RILL BOX TO (M) V CON Ur INSTALL: / / •owE7T PULL BOX ((N)) LIGHTS M TRENCH (E) C STREET UIM STANDARD TO (IO CITY SIRFET UGNT POWER PULL BO%. �y (E) IWM`dTgN CONTROL VALVE / U h aT (N) 27 ro INSTALL V t�i / (N)177'='%ie DEEP WT zFAU HIGH CONCRETE AGGREGATE GTm LIGHT NISH STANDARD �- / WITH FAUX cL (E) U NNAIRF (1 FINISH. (N) FOOTING ) P(IgE PULL BOX IN R.O.W.. w f RE-N (2) (E) LVMINANINE P 24• ITS CANISTER sp• / / ANTENNA UNITS. RADIO UNITS, (A) PSU UNITS k N) O dPIE%ER UNITS. VERIZON TO INSiML / (N) COHDUTT IN TRENCH FROM (N) LIGHT p, / STANDARD TO (N) POWER PULL BOX. (N) RADVONIO TO INSYMN PARKING LOT LIGHT STANDARD CARNET ABOVE (SHOWN DASHED) R. VE 27' TO REMOVE: / LIGHT T STAIN ARD CONCRETE (E) GAS VNJLr LIGNT STANDARD s (E) FOonNc. VERI2ON TO INSTALL: (E) STREET IE(RTT 6,pp, (N) CONDUIT IN TRENCH FROM (N) LIGHT WER POCONDUIT, STAIUNND TO (N) FIBER PULL Bo%. TYPICAL / (E) CONCRETE CURB. VERRON TO INSTALL GUTTER f SIDEWALK TN) 17-AW XI6' DEEP / Z F1BER PULL BOX N ROM.. R%>R-OF-WAY LIMIT f BACK OF SOEWALK 7.pp, RED PANTED CURB (SHOWN SHADED) —(E) PALM TREE ENLARGED SITE PLAN DIG ALERT SCALE'. 1"=2' uF%000.� WIN¢ Irur a savnaW cNAmM 1 DIAL TOLL FREE PREPARED El 1-800-277-2600 Aw AT LEAST TWO DAYSYOUBEFORE YDIG TELECOMMUNICATIONS PROJECT MANAGEMENT Mz STATE PLACE. ESCWgDO. GWFORNA 920z9 RETURN (E) LIGHT STANDARD: CONTRACTOR TO RETURN (E) STREET UG T POLE f LIGHT ARM TO THE Cm OF TEWPORT BEACH UTILITIES YARD. IF DAMAGED DURING THE REMOVAL, CONTRACTOR SHALL BE REWIRED TO PURCHASE f DELVER A REPLACEMENT CRY OF NEWPORT BEACH UTILITIES YARD: 949 W. 16TH STREET NEWPORT BEACH. CA 92663 CONCRETE REPLACEMENT NOTE: WHERE REMOVED OR DAMAGED BY CONSTRUCTION. ALL CURB. GUTTER f SIDEWALK SHALL BE REPLACED IN ENTIRE SECTIONS BETWEEN E%PANSON JOINTS. NO SAWCUTTNG f PARTIAL PATCHING SMALL BE PERMITTED. ALL CONSTRUCTION DETAS FOR REPLACEMENT SECTIONS SHALL BE PER CITY OF NEWPORT BEACH STANDARD DRAWINGS. LANDSCAPE REPLACEMENT NOTE: WHERE REMOVED OR DAMAGED BY CWSTRUCTION. ALL LANDSCAPING f IRRIGATION SHALL BE REPuACED IN -KIND WITH PLANTS OF SAME 612E f SPECIES. ALL CONSTAUCTION DETALS FOR REPIACEMENT SHALL BE PER CITY OF NEWPORT BEACH STANDARD DRAWINGS f SPECIFTGTIONS. COORDINATE ATY WORK IN L NDSG➢E AREA ON PRIVATE PROPERTY WTTN PROPERLY OWNER. RK.HT-OF-WAY UNIT. (E) STREET LIGHT PULL BOX (E) 27*-2' HIGH CONCRETE LIGHT STANDARD EE N EXISTING PLAN YAMsT DOE SCL NB 78 FD MID LAFAYETTE AVENUE NEWPORT BEACH. CALIFORNIA 92p6J STREET UKNT SUCOB63 FIND= DBAIIBY1 mS RAO®I m5 mW Nn CITY OF NEWPORT BEACH PUBUC WORKS DEPARnB f1' m DIN'® Nn: LM °'T : n/1e I SHEET TOP OFF LId1T i Sfl60R tpA TOP Di (E) LIGHT STANDARD TO lE REMOVED *27.2' AG.L RETURN (E) LIGHT STANDARD: CONTRACTOR TO RENRN (E) STREET LIGHT POLE k LIGHT ARM TO THE CRY OF NEWPORT BEACH UTILITIES YARD. IF DAMAGED WRING THE REMOVAL CONTRACTOR SHALL BE REOURN TO PURCHASE k DELIVER A CT' OF NEWPORT BEACH UTRITES YARD' 949 W. 16TH STREET NEWPORT BEACH. G 2260 VERIZON TO KNOW. f€3 TOOTING 2.63' . (E) CURB. GAINER ItCEWAU( REFERENCE AQPADE LAFAYETTE AVENUE UllRIGIr-aFCRY A OF (�) SIDEWALK E EXISTING NORTHEAST ELEVATION SCALE: 1'=2' VERIZON TO INSTALL- (1) 24• NIGH (MAL) CANISTER ANTENNA WITH CONCEALMENT SHROUD eELow� 6 �Ta wR (N1 Ewu 29.2 R L VERIZON TO INSTALL (1) 21' HIGH (MAX.) CAN ANTENNA WITH CONCEAUl SHROUD 6ELow. 6 VERIZON TO INSTALL COAXIAL CABLE "PIERS INSIDE POLE FROM RADIO UNITS TO ANTENNA. (E) LUWNARE NN TO BE (212N)(4) (N) PS REIKO (1 AND CONCEALMENT SHROUD. SEESIEET T H N6TAL (2) (N) RADIO WITH (1) (N) PSU ALA UNITS, (N) DIPUERR AND CONCEALMENT SHROUD. SEE SHEET T vER¢ON TO INSTALL: � 1 I 1 R VERQON TO INSTALL: 2 EWE NOTICE $IONIGE. 2 22.2 HE ,ATOP Qi (E7 Cm BAKER ENE NOTICE SILAGE. 6 �G 22.0 AG.L B I y WTCH TOP OF (E) STOP SIGN Y IO.J AOL SEASONAL 2.5' v eCITY BANNER ON RIOD STARLESS STEEL BRAD a ARMS MMON TO RELOCATE: (E) SIGNAGE AT SAME HEIGHT k ORIENTATION VE111ZON TO INSTALL: (V2T.2' HIGH STEEL LIGHT STANDARD FANG CONCRETE AGGREGATE FINISH ON (N) CONCRETE NOTING. RE -INSTAL U(� WMINAIRE a RE -CONNECT TO (E) POWER FEED. SEE SHEETS 10 THRU 12 NOTE: 1. ALL HARDWARE SHALL K STANUE STEEL OR GALVANIZED STEEL 2. ALL THREADED CONNECTIONS SW HAVE ANT -SEIZE LUB KN VERIZON TO INSTAL (N) 21.2' NIGH STEEL LIGHT STANDARD WITH FAUX CONCRETE AGGREGATE FIM ON (N) CONCRETE FOOTING. RE -INSTALL fEl `uwwRE k RE- CDN ECT TO (E) ROWER FEED. SEE SHEETS 10 THIRU 12 WRIZON TO RELOCATE: (E) SCAR AT SAME HEIGHT k ORIENTATION VERIZON TO INSTAL a CONNECT: ! N)(N LUMNAEK OONDUCTORS INS (N) LIGHT STANDARD. VERIZON TO ROHDE: - ( mw STANDARD k ( CONCRETE TOOTING VFJk2DN TO REMOTE: )F-WAY LIGHT STANDARD a BACK E) CONCRETE F007WG 5 1ERRIZ0 ro NSTAIL— SIDEWAI.R 3.00' 1.50'l7 R)BOXES X/ GUTTER a o lmj,PRENCE GRADE 09 p AGL I VERIZON TO INSTALL (1) 1-1/1- POWER CONDUIT FAR LUMINAWE. PROPOSED NORTHEAST ELEVATION SCALE: 1"=2' Aw VERIZON TO INSTAL - (1) 2- POWER CONDUR. PROPOSED NORTHWEST ELEVATION SCALE: 1'=2' I _JL- n, _ �ON TO INALL (I) 2- ETBER CONDIR. GENERAL SPECIFICATIONS 14.6'0 FREQUENCY BANDS'. 696.960 MHz (2X) 16952700 MHz (2X) 3550-3700 MHz POLARIZATION: A5' (2X) i45- (2X) s45' 5150-5925 MHz :45' • IMPEDANCE: 500 VSWR: < 1.511 120' DIMENSIONS 24.0' H x 14.6"0 (610mm x 371mm) WEIGHT: 24.3 lbs. It 1.0 kg) SURVIVAL WIND SPEED: 150 mph(241knVHR) WIND AREA: 241bf. CO,), 7s• SA HFCT 4CTYC WIND LOAD: 431bf. (191 N) (191 N) R • O.00b b a CANISTER ANTENNA 14.9'0 BASE PLATE 0 O Radio frequency fields beyond RF CONNECTORS ON v S7 12.60"0CIRCLE this point may exceed the FCC a general public exposure limit (6) 3/8.0-16 UNC MOUNTING STUDS. Obey all posted signs and site guidelines STUDS EXTEND 1-V4" BELOW �i "_' for working in radio frequency 14.6"0 BOTTOM PLATE FOR MOUNTING environments. 14.9'0 14.9'0 BASE PLATE ONLY BASE PLATE ONLY BOTTOM VIEW ELEVATION VIEW ANTENNA (AMPHENOL - 2CU3MT36OX06FOYSO) SCALEI NOTICE SIGN E 2 N.T.S.0 GENERAL SPECIFICATIONS Y A FLOATING T (TYPICAL) NUT IDENTIFICATION MARKING DIMENSIONS, FbcWxD: 280"x20.0'x150' POLYMER `z WEIGHT: 105 LBS. CONCRETE 17.5 _ BOX 21 11 1. GROUND 31 CONNECTION 1 NINTERFACE DC POWER i, 2.72" POLYMER CONCRETE COVER TOP VIEW WITH NONSKID TEXTURE 19.25' 32.25" --.� BOLT DOWN COVER 17.75" WITH TAMPER LIFT PIN 31 FRONT SIDE 16.25RESISTANT 30 7,09• 'PENTA BOLTS' Ej 2 10.79' OR EQUAL IDENTIFICATION � MARKING _ y _ I 18' AC POWER o n INTERFACE 1� 12' 18 28.875" CPOLYMER ONCRETE TOP DIMENSIONS: 2.72' H x 10.79' W x 7.09" D BOX WEIGHT: 11.461be. SECTION B ISOMETRIC VIEW SECTION A RADIO UNIT SCALE POWER SUPPLY (ERICSSON - PSU AC 08) SCALE 4 STREET LIGHT UTILITY PULL BOX SCALE 5 N.T.S' N.T.S. N.T.S. PREPARED BY: REVISIONS APPROVED �.L�.../ �r BY APPROVE YCI1�7I�� .is�Mwe A PL"Iff wl 10 san 00 SCL NB 78 TEltC0101UNICATN)NS PROTECT MANAGEMENT w Px waeloa - Im w NEWPO TeOBEACH.4euLiForsRu 92563 w11 B.91n®c IipEClnl6 - IU6i We OATE: III/W13 STREET UGKT SLCOe83 302 STATE P1 E, Iu 1eTmall owl - mas asnvj CITY OF NEWPORT BEACH PA=T��e>eESCONDIDO, CA IFORNIA 92029 Rt IODf f>6 - Aee D6191G Ufllrf WP °11E' n le PUBLIC TOBHS DEPARTMM SHEET 6 DF 15 FULL ASSEMBLY WEIGHT: 345 LBS. ALL 10GA. STAINLESS STEEL 1 _ ERICSSON RADIO UNIT 8843 RADIO 4449 RADIO .� EQUIPMENT SHROUD EQUIPMENT SHROUD VENT OPENINGS TOP, TOP VIEW ERICSSON RADIO BOTTOM AND SIDES UNIT (TYPICAL) ERICSSON RADIO UNIT 8843 RADIO 4449 RADIO RRU RADIO e N ACCESS DOORS o ON BOTH SIDES � n VENT OPENINGS ON TOP, BOTTOM & SIDES 1 1 .4" 22.5" 9.5' 13.5" 41.4" 15.0" ISOMETRIC VIEW SIDE VIEW FRONT VIEW RADIO ASSEMBLY: (2) RADIO UNITS ON HP COMMUNICATIONS HP SHROUD & FRAME PREPARED E� REVISIONS COVED %.,.., zon� 54v "RC\ _ Y NO. DATE BY APPROVE �rGG77 ��G.VV1I �� J4 ��MM4 PLANaRl 1 00/22/18 in mownALCDeU SCL NB 78 a TELECOMMUNICATIONS PROJECT MANAGEMENT z ury2/1e RII RMO®f COmECTDl6 - 163 CDs NEwPartr BEACH. CUJiowaA 92663 3 Ie/12/1e RBI piY 0m6ECIETo - I= m DATE STREET UGIR SLC0963 '210 , .FOPS' 302 STATE PUCE, 4 11/3/1e M mum mm - loos me RE. CITY OF NER'PORT BEACH ESCONDIDO, CALITORNIA 92029 5 ee/03/19 in I= ODS - ADD OEM M 14P DI u1E ` n le PUBLIC WORKS DBPeRIWM sNEET 7 OF 15 VERIZON RFDS ANTENNA DIPLE) L - 112"0 COAXIAL - CABLES ERICSSON ERICSSON RADIO UNIT RADIO UNIT I j PSU AC 06 I IIII (TYPICAL OF 4) I LLL=JJ �L� I Fj 1I2"0 COAXIAL TINNED COPPER CABLES GROUND BUSS BAR I I — �-j ' �����L-----------0 �:...: zO' -- - - - - :2: .s: �Ii I--L #6 l STRANDED GREEN TYPE VB CADWELD �L` — UV RATED GROUND ' LEAD — — — — - �. 112"0 COAXIAL CABLES NOTES: 1. ALL 7l8"0 AND LARGER COAXIAL CABLES SHALL BE PROVIDED WITH COAXIAL CABLE SHIELD GROUNDING KIT AND SHALL BE GROUNDED TO BUSS BAR 2. CONNECT (N) STREET LIGHT TO (E) #8 SOLID COPPER GROUND CONDUCTOR #8 SOLID COPPER GROUND — CONDUCTOR TOGROUND ROD /-3-N------- 9 #6 STRANDED GREEN UV AC POWER CONNECTIONS TO PSU AC 08—/ RATED GROUND CONDUCTORS UNITS (ERICSSON MANUFACTURED TO PSU AC 08 UNITS CONNECTORS AT PSU UNITS) ANTENNA PLUMBING AND GROUNDING DIAGRAM SCALE. NONE Aw I EXOTHERMIC CADWELD TYPE VB ERICSSON MANUFACTURED DC POWER CABLE 8 CONNECTORS FROM PSU UNITS TO RRU UNITS tIZON DISCONNECT TCH SEE POWER SINGLE LINE DIAGRAM DETAIL 1. SHEET 9 211 POWER SINGLE LINE DIAGRAM NOTES: 1OVERIZON ELECTRICAL POINT OF CONNECTION (P.O.C.) AT EXISTING CITY OF NEWPORT BEACH STREET LIGHTING ELECTRICAL METER PEDESTAL OVERIZON SHALL INSTALL A NEW 241 24r'OLE. 30 AMP BREAKER (1466 TOTAL WATTS) IN EXISTING PANEL. MATCH EXISTING AIC OVERIZON SHALL INSTALL NEW CONDUCTORS (3) #10, CU, THHNJrHWN INTO EXISTING 1-1/4' PVC SCHEDULE 40 PVC CONDUIT WITH EXISTING #8 CITY OWNED CONDUCTORS. EXISTING GROUND. 3% V.D. OVERALL OEXISTING POLYMER CONCRETE PULL BOX (TYPICAL) O NEW POLYMER CONCRETE PULL BOX WITH LID MARKED'VERIZON' 6 OB IN) (2) 2- 0 SCHEDULE 40 PVC CONDUIT WITH (3) #10. #10 GROUND. CU. THHWTHWN O7 IN) (2) 2- 0 SCHEDULE 40 PVC CONDUIT INSIDE POLE WITH (3) #10, #10 GROUND, CU, THHN/THWN OSQUARE D NEMA 3R MODEL 00200TR JUNCTION BOX INSIDE RADIO EQUIPMENT ASSEMBLY. LOCKABLE FOR VERIZON OPERATIONS ACCESS ONLY O(4) 3-WIRE CONDUCTORS PLUS GROUND WITH ERICSSON AC CONNECTORS AT PSU UNITS 10 ERICSSON PSU AC 08 POWER UNITS AC IN / DC OUT 733W EACH 11 ERICSSON MANUFACTURED DC POWER CABLE & CONNECTORS FROM PSU UNITS TO RADIO UNITS. TRIM TO FIT 12 EXISTING GRADE I POWER SINGLE LINE DIAGRAM ISALE N•T.S. Ni GHT $ ]A3F CONNECT (N)STARD POLE TO (E) 08 SOLID C GROUND CONDU PEDESTAL 4A4F OUND CONDUCTOR TO LOCATION ROUND BUSS IN RADIO SEMBLY ABOVE. SEE EET 8 ' om R FOOTING DIMENSIONS, L'fTANLDARD EINFORCEMENT& ANCHOR LT SPECIFICATIONS 1*0 CONDUITEE SHEET 11 THROUGH FO5 SEE SHEET 11OWER PULL BOX. SEE DETAIL'eRk OR TYPE'GR'CADWELD i 5613 xV LONG aav STAINLESS STEEL GROUND ROD A=W 2 Ne78 GROUND ROD SCALE N.T.S. e h NBG S e e e r X+ reeeonade coon roe Even mane v ev City acwracy oltro Gala pavgeG. M1eweror,Tro Clryd ♦ Nrynl eva�n aw in empeyr nd aynn 0 40 80 mea�m any am as recravwo-ny aom or,ewnq Ic eny leaune oElaa91 n w uu Feet POWER DESIGN SCALE 2 N.T.S. PREPARED BY -. 9tU A9fH ``_ TELECOMMUNICATIONS PROJECT MWOUIENT crier J02 STATE RACE r.�yao�+' ESCONpDO. CWfORNM 92029 ROOM W SET DATE SCL NB 78 F0 W10 ViAYIT1E AVEMIE NEiii BF eCH, CMFORNIA 92663 STREET LIGHT SLC0663 R/IlOER CO6EC6U6 - 1� L0 PLYOEC[ CWEC1u5 - I= 0A mmm � �. 1u x. :: CITY OF NEATORT BEACH PUBLIC WORKS BSPARTUM i t064 Iff °�; LY m/n/16 vu PROJECT INFORMATION Date: October 16, 2018 ISE Job No, 13421 By. P13 Customer: Larson Camoufflage Product: Zr4r LIGHT POLE Site ID: SCL 178 Street Light ID #0583 Location: IFO 3010 Lafayette Avenue Newport Beach, CA 92663 DESIGN CRITERION 2016 DEC, 110 MPH Ultimate Wind Speed, Reducible per 1609.1 1 EIAMA-222-G (2009) 85 MPH Design Wind Speed (3-Sec Gust) EXP C, Topo Class 1, Taiver Class 11 POLE SPECIFICATIONS SecboWEhape 8-Sided P PeTaper 0.1404 Intit Pole Material ASTM A572 GR65 Base Plate V THK X 21'SQUARE ASTM A36 Anchor Bofts I-Ox"'X4' F155&36 Polo Length Weight TIms. Lap Splice Diameter Section (ft) (kips) (in.) On I Top (in) Bot On) 1 27.43 0.461 0.198 - 6.15 10.00 Base Plate 0.130 1.00 2l'Square wl 10.125- ID EARTHQUAKE DESIGN DATA IMPORTANCE FACTOR (1): 1 OCCUPANCY CATEGORY: I S. = 1,707 S� = 1.138 31 = Owl S. = 0.631 SEISMIC DESIGN CATEGORY D SITE CLASS. D SEISMIC RESPONSE COEFFICIENT: 0.759 DESIGN BASE SHEAR: 1,014 KIPS (WIND) RESPONSE MODIFICATION FACTOR IF): 1.00 ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE PROCEDURE DESIGN LOADS (Base Seismic Reactions) Moment = 17 567 Ft -Kips Shear = 0,983 KIPS Axial = 0 955 Kips DEFLECTIONS 60 MPH Wind 90 MPH Wind Ekn,. (ft.) Lateral (I..) Sey Lateral (in) Sway TOP 1 �746 CABS 6.190 1.024 APPURTENANCES Elevation (ft.) (Oty) Description 29.75' (1) Luminture 28.25' (1) Small Cell Cantenna 14.6'Ox24' 2576 (1) Light mounfing arm 23' (1) RRU Shroud A/ (2)PIRU units, (4) PSU Units, (2) Ciplew, (1)(31 breaker box 1 �-2Z (1) Z 6' x 0' Options Banner N verizonl/ SCL NB 78 IFO 3010 LAFAYETTE AVENUE NEWPORT BEACH, CALIFORNIA- 92663 STREET LIGHT ID #0883 GENERAL NOTES: 1. ALL STEEL SHALL MEET THE REQUIREMENTS OF THE 'STANDARD SPECIFICATIONS FOR STRUCTURAL STEEL'ASTM A36, UNLESS OTHERWISE NOTED ON THE STRUCTURAL PLANS OR BELOW. 2, ALL ROUND STEEL PIPE SHALL MEET THE REQUIREMENTS OF ASTM A53 TYPE E OR S GRADE B (35 KSI YIELD POINT MATERIAL) OR ASTM ASOI (36 KSI YIELD POINT MATERIAL). 3 ALL TUBE STEEL (SQUARE OR RECTANGULAR) SHALL MEET THE REQUIREMENTS OF ASTM A500 GRADE B (46 KSI YIELD POINT MATERIAL). 4, ALL POLYGON FORMED STEEL SHAFTS SHALL MEET THE REQUIREMENTS OF ASTM A572 GRADE 65 (65 KSI YIELD POINT MATERIAL). S. ALL WELDED CONNECTIONS SHALL CONFORM TO THE LATEST VERSION OF THE AMERICAN WELDING SOCIETY AWS CIA CODE. ALL WELD ELECTRODES OR WIFE SHALL AT A MINIMUM CONFORM TO E 70 ELECTRODES C70 KSI YIELD). 6. ALL STEEL SHAPES AND PLATES SHALL BE HOT -DIPPED GALVANIZED ACCORDING TO ASTM A123. ALL STEEL NUTS AND BOLTS AND ASSOCIATED HARDWARE SHALL BE HOT -DIPPED ACCORDING TO ASTM At 53. 7. NOTUSED 8. THE MAIN MONOPOLE STRUCTURE SHALL BE FABRICATED BY A JURISDICTION CERTIFIED FABRICATOR OF CONVENTIONAL STEEL STRUCTURES. 9. SPECIAL INSPECTION SHALL BE PERFORMED ACCORDING TO SECTION 1704 OF THE CBC 2016 REFER TO TABLE -SUMMARY OF SPECIAL INSPECTION' ON THIS SHEET. 10 IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO NOTIFY THE SPECIAL INSPECTOR OR INSPECTION AGENCY (OR THE INSPECTING GEOTECHNICAL ENGINEER) AT LEAST ONE WORKING DAY PRIOR TO PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. PER THE CBC 2016 ANY WORK THAT REQUIRES SPECIAL INSPECTION THAT IS INSTALLED OR COVERED WITHOUT THE APPROVAL OF THE SPECIAL INSPECTION IS SUBJECT TO REMOVAL. I I THE LIST OF SPECIAL INSPEC TIONS IS IN ADDITION TO INSPECTIONS REQUIRED BY SECTION 110 OF THE CBC 2016. SPECIAL INSPECTION IS NOT A SUBSTITUTION FOR INSPECTION BY A CITY INSPECTOR. 12. THE SPECIAL INSPECTOR SHALL BE APPROVED BY THE LOCAL JURISDICTION TO PERFORM THE TYPES OF INSPECTION REQUIRED. 13. CONTINUOUS INSPECTION IS ALWAYS REQUIRED DURING THE PERFORMANCE OF THE WORK UNLESS OTHERWISE SPECIFIED. 14� ANY SUPPORT SERVICE PERFORMED BY THE ENGINEER OF RECORD DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES. WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVtGES PERFORMED BY THE ENGINEER OF RECORD ARE ONLY FOR THE PURPOSE OF ASSISTING IN THE QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH THE CONTRACT DOCUMENTS. THIS SUPPORT DOES NOT GUARANTEE THE CONTRACTORS PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. 15. THE ANTENNA MOUNT SHALL BE FABRICATED BY LARSON CAMOUFLAGE, U-C. OR AN APPROVED FABRICATOR OF CONVENTIONAL STEEL STRUCTURES. FOUNDATION NOTES: I . INSPECTOR SHALL INSPECT THE EXCAVATION PRIOR TO PLACING REINFORCING STEEL OR FORMS. INSPECTOR SHALL PROVIDE A NOTICE OF INSPECTION FOR THE BUILDING INSPECTOR FOR REVIEW AND RECORDS PURPOSE. 2. THE CONTRACTOR SHALL DETERMINE THE MEANS AND METHODS TO SUPPORT THE EXCAVATION DURING CONSTRUCTION. 3. NOT USED 4. FOUNDATION DESIGN PER CBC 2016 - TABLE 1006.2, MATERIAL CLASS 5: 5. ALL FOUNDATION CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH Pc= 3000 PSI AT 28 DAYS. CONCRETE MIX SHALL BE DESIGNED BY AN APPROVED LABORATORY. CONCRETE SHALL HAVE A MAXUMUM WATERICEMENT RATIO OF 0.45� ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318. 'THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", LATEST EDITION. CEMENT SHALL BE TYPE IAI, CONFORMING TO ASTM C-1 50. ALL AGGREGATE USED IN THE CONCRETE SHALL CONFORM TO ASTM C,33. MAXIMUM AGGREGATE SIZE TO BE 1 112'. SLUMP 4- - 6- 6. CAISSON FOUNDATION INSTALLATION SHALL BE IN ACCORDANCE WITH Act 336, -STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF DRILLED PIERS', LATEST EDITION. MATIPIER FOUNDATION INSTALLATION SHALL BE IN ACCORDANCE WITH AD 318 LATEST EDITION CONCRETE CYLINDERS SHALL BE MADE AND TESTED. A MINIMUM OF ONE (1) SET SHALL BE TAKEN FROM CONCRETE IN FOUNDATION. EACH SET SHALL CONSIST OF FOUR (4) CYLINDERS. ONE SHALL BE TESTED AT M DAYS, TWO SHALL BE TESTED AT TWENTY EIGHT (28) DAYS AND THE LAST CYLINDER SHALL BE A HOLD. ALL CYLINDERS SHALL BE TAKEN, PREPARED AND TESTED BY A TESTING LAB IN ACCORDANCE WITH ASTM STANDARDS Cl 72.031 AND C39. T ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615. VERTICAL BARS SHALL BE GRADE 60, AND TIES OR STIRRUPS SHALL BE A MINIMUM OF GRADE 40. THE PLACEMENT OF ALL REINFORCEMENT SHALL CONFORM TO ACI 315. 'MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED C I STRUCTURES", LATEST EDITION, UNLESS OTHERWISE DETAILED DTN NTI-11187 SHEET. S. ESTIMATED CONCRETE VOLUME= PIER: 1.73 CY MAT- NIA CY S. THE FOUNDATION HAS BEEN DESIGNED TO RESIST THE FOLLOWING FACTORED LOADS: MOMENT - 28.422 FT­K]PS, SHEAR - 1 571 KIPS, AXIAL - 1.147 KIPS 10. SPECIAL INSPECTION REQUIRED PER TABLE 'SUMMARY OF SPECIAL INSPECTION' r SHEETINDEX PF1 PRODUCT INFORMATION & NOTES FIF2 ELEVATION, SECTION & FOUNDATION PF3 DETAILS PF4 DErAJLS verizon\1 LARSON CAMOURAGI a a A ISE Incorp2,A*e! "34F"C" ERECTION NOTES: CB#: 13421 1 . ALL ANTENNA COAXIAL CA13LES SHALL BE RUN INSIDE THE MONOPOLE SHAFT. 2, THE CONTRACTOR SHALL INSTALL THE ANTENNA AND MOUNT AS REQUIRED BY THE OWNER. 3, ALL ANCHOR BOLT NUTS SHALL BE TIGHTENED TO AISC SNUG TIGHT REQUIREMENTS. THE SNUG TIGHT CONDITION IS DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD 10 WRENCH. z 4. ALL GALVANIZED SURFACES THAT ARE DAMAGED BY ABRASIONS, CUTS, DRILLING OR FIELD WELDING DURING SHIPPING OR ERECTION z w 0 SHALL BE TOUCHED UP WITH TWO COATS OF A COLD GALVANIZING 0 Z<M 0 COMPOUND MEETING THE REQUIREMENTS OF ASTM A790. co - Z , <Mo 5. THE ANCHOR BOLT TEMPLATES AND BASE PLATE WILL TYPICALLY HAVE AN A23MUTH WELDED OR A NOTCH INDICATING THE CORRECT CO Ir < t: ORIENTATION OF THE ANCHOR BOLTS. THIS IS NECESSARY TO 0 0 T PROPERLY ORIENr THE MONOPOLE EXIT PORTS. z LL z 6 ALL A36 THREADED ROD AND U-BOLTS SHALL BE TIGHTENED TO AISC SNUG REQUIREMENTS. THE SNUG TIGHT CONDITION IS DEFINED AS _j 0 M THE TIGHTNESS THAT EXIST WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT W 22 WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD 0 (r WRENCH. A36 NUTS AND BOLTS TIGHTENING DO NOT REQUIRE a_ SPECIAL INSPECTION. z SPECIAL NOTE: NEW LUMINAIRE ELEVATION SHOWN IN THESE DRAWINGS MATCH THE ELEVATION PROVIDE BY: PLANCOM (SCL NO 78) DATED: 4-18-18. ALL STEEL SHAPES AND PLATES SHALL BE GALVANIZED (SHT. PF-1 GENERAL NOTE #6) THIS DRAWING IS THE INTEI-LECTUA. ULC AND MAY NOT BE USED �OR SUMMARY OF SPECIAL INSPECTIONS I-ABRI VOTHOW THE EKPRESS ATITUEN �NT OF LARSON �CUFILAGE LUC OF � OF I�crooi MODIFIED, uoicAnoi � Elc COAMNUOUS, PERIODIC sHAULL vERI� FIRE OIAMETER. 0191 A*) QUALffif OF EI0DkVAFON PERIODIC a PERIODIC Z41 M I , role C. PROGRESSILOG REINFORCING CAUE SHAUL_ BE INSPECTIED TO ENSURE THAT THE PrIOP En PERIODIC GEOMETWO SIZE� LENGTH. OUNINTLY AND GRADE MATERIAL ARE USED. AUL COACPETE SHAUL BE AS SIRECIFIED IN ACI-218, LATEST ED111014 TO E�:rE=���STREW�ISA"�MM�IKDIN F. DID PON NOTES tizi 1 011,51,11 No C. CONTINUOUS INSPECTION IS REQUIRED DURING THE CONCRETE PI-AGEMENT CONTINUOUS 01WIFS IIIIIJBI)TOCUENT 0 3) ANCHcH tIOLTS INSTAI IN CONCRETIE: SHEET NUMBER PROGRESS PER1001C THE STRUCTURA. PI iihilTH TOP AND BOTTOM TEMPLmES MaNALLED PR 3 SHAD- BE KUM. PERIODIC SHALL HAW A MINIMUM OF 40 F INTO FOUI 'E�10.'C DRAWING DATE (35-MAJUMUMPROJECTIOM SHOAL To SNUIS TIGHT CONDITION PERAISC STEEL I OF STEEL CONSTRUCTION PERIODIC October 16, 2018 STREET / AT 3. SIDE / �....� '' �� �� —_ ('11�I.P C0103fFW PUM4R Q C) 1'COADBf FOP WOIYENu I"I 2 COAM FOR 42A' POAHi 277 li I ®pQ 'pep �JJ u I"I2CURM FDPVM iBtp OEPTi RPAMYSDCRO'TOR IYAEB '�, �" I � ulnxllaTnslelAelean•e e: rxrA>mD� 7\ NI IFNiNS AIIRIN.AWP U^ ettf PAl[�M�}I'SaWEN�r Dlatr/lrtA4T 18D' —121 PEO FR CJAB'ELL P.LSE 7 POLE SECTION AT BASE W/ ANCHOR BOLTS INSTALLED 270' 03TIES EM b5 m --_- 1A'_YSPACEE Y 6 BASE PLATE MN 12-DE DVERW (1)l'CB[4N:0RCFOLlW (112Cmv:apvM'PIIA9 (112t ";DRV2NTEtx OEPN PER EPSDGTDI S LURER D' STREET SNE aw Teas 11W.eaale. IsefA NkpE ne I.N.V S A 9AT PXR ,•M ,11 56Y1f N'Y'DIDf ILILYNIda 21' SECTION'" FCIFPFFRAA-- - IDnr121Lears ltlu ,eaare::rAw»aa _ ' % MIENilDN115{NWM , Mt RAR 1'�,PI'yaWf R,l'DMAE IGNI'NaFpl ya X F ......A AB 10S'BA3FDMFNI 1 ml-IwCDAUAI:IIR"AP l)I'COTDI2TF0R(RCL4I 6 / !1)2 CMVFORVZAPNM l ) 2' COIOIM FOR V?* 1BCC DEPTH ffFINDICTgM DICMW Z8'0 3 PIER FOUNDATION GIOIRD'NATER -1__.DPECTEDA-s'a (q 06 VUE rAO5 EDUaLr SPACED FCACDATrCI COFICFETE PER Ft - 3000 FE C91AGWSTUUIU1Mffi END OR N FCIM ;LAW CAFE 9*1 A CCUP.RBr CMTH wTH EIMn _ -- rmw ur 14 t�i41e HBO BI 21,Bt. $0 lir OCTAGOW CUT-w zI'satPe PSE PLAIF to V O. —I� iP'71iLiRRgPpNaN BASE RA7ES4hLLBE FALVARiEO SCAT - _._.. ¢n: •. A,;, POLE I BASE PLATE SOCKET WELL �4 /\pn . 24fi1FG `r NI1E111A RAO CFA7FA 2S 3� 294AMG kllAUWtAl� �'TDP � GSNtLUMFNr �N.Dllo I36'AFG QA (2) 5N7' NAAC HOEI 1BC17T71 22 3' AFG D09�AA�IF�OA� te'Of b� Wi}ER -0'AFC $'121551' HAND HOLE 14G`;270'1 T'RKISH GRADE50 — -0-3' H E n. 2 POLE SECTION .._ Ml57NM RADT+ $TMIaAPO AtI FFF S ADIID RON LA0.5D11 IEA1IGBEWTE CLAD POLE 1 I �`— 2� IraPnoxNBw� I ------ IMrtP.MRMTE6AW1 gCDSLV/EES EVER (11NB190406 —',AwalwlaAwlu eAs I'YJpICi ATP verizon\/ O i / d � ��w,a�H�,E= A LARSOfi CAMOUEEAGE x�r Pc e " Yy'rif Ai6RAlF -- _31 ... LA;50N JC6,r O MCH)ABOLT IEWATE 91kil ngmerr= Tr:NAvQED 4 ANCHOR BOLT TEMPLATE N _-----..— EE JOB/: 13421 :0-T AFG Sp �—\ �0. MOlMT/RM\_ MR— PBd AEG Z O `r BOTTOM GF WrENNA _—_ 27 3 MG � Q Y TOF OF�IF 25A� . . z 24DUG SFMWD ,tt O wm u- «, AEG z CO 46 j CC 23 a d(45t1' HAND Of W 27TI Z OYA n-a CO arrn � z w g�o J o6G Uz m�DIE QC w O 0 Q. LLLLI W zeAeDP DA BNM n ALL STEEL SHAPES AND PLATES SHALL BE GALVANQED stB SHT. PH GENERAL NOTE t6 M1 114U Ep QAIAIIjIaY THIS DR0VWING a THE INTELLECTUAL IP1A619e IaBp PAE OFIAHOT PRLLC FOR / F L�APFALA�MR AN AAAr AADi BC USED FOR LLC A BE T THE EXPRESS FA WRITTEN WRITTEN CONSENT OF LARSON CAAgUFTAGE. LLC — R RCEfsaN6Ul Nt �,,, VIF raaAl w - '' —,r NOB11�1aR e,4�ea711ei A:t.M1IDA I' D AFG ML'IF,EIDNfiiMARfA INTE�wluUKkRE OHOLf(yLm I -- __" ,' Mug ll I .D t.lrv*F,,%%A 1'PG 1 '� N 115YT HANDIIDIF19-PT'O) ---'� �O �'—raallw Ffi 3TLDW FNGH GRACE- --- / OAlFP. 4161N. « 1 POLE ELEVATION PROGRESS LOG o Iala�e aNn rnNgAN AAp s Iwau ss�FnroarBrt re I alvle an a.v. w SHEET NUMBER PF2 PROGRESS 3 DRAWING DATE October 16, 2018 PREPARED BY PLA OR TELECOMMUNICATIONS PROJECT MANAGEMENT 302 STATE PUCE, ESCONDIDD. CAUFOlm 92a2e REVISIONS APPROVED vwtwn SCL NB 78 NEW 9FlCIH CAFA�AUFORNA 92663 STREET LIGITT SLCDB63 NO. DATE By APPROVE y2e/n 10 1 aaM m 2 %/li/le n RAnca taREcmFs - Has CM DATE: 3 ID/12/le en PUMaEC( mRMCTDI6 - 1057 CDS 4 11/ie/le R1 valm wa - I= CDs In MENCITY OF NEWPORT BEACH POBUC TOM BBPAHTYQ77 Pw a w m sa re 3 ro/m/R TEN Ion CDs - ADD OlIsm URm MM Ell aUE : 171! SHEET I I OF °P'Sty, F TOP SECTION �8 J- B• le ,L 27 o ) _ IMTI e TONGUE & GROOVE "`; 4 FRP SHROUD SECTION 1'3 5116' -- tlrllx 1'-2 13116' IW RANG T)N61.F CON.FCIGI / Q O .a ) GDC.TCpAECTIU -''t- }' m 0 O 1,'CP1 _ a IIPSAI /�•\ tr D4(PPPRANfE—� 7• r Eel 2r IIA61CAN" FfFW" AGGEGATE GAD PGE m 15"Al BOLTS PSANIFN1AW(i IUPMLMPFT BOTTOM (6) r14XI & LONG TE¢ SCEE1 I'C f REINFORCED R1NDIACCESS LADLE SCIEOIAE EIEV OTY W2 N2 ORIENTATION D+ 02 u (AGL) M) o INI INI (IN) 23.5D 2 5 1 90'21D' MQ 2.1R 3A I.w 2 5 1 91r,220• 1-711 2-IR 3M _-TP=rNlpv+E9BDFaaE T1=TMCK ESS OF FLANGE PGEgCeDAATI dNE POILOTI TAUTi'AP1 POIE - POLE— �. n fill n . LB-�i1tlM5B —�®S o PolE_.. - ` POLE e B B B -- moulnK 0PC L45, ; LDCK 119MEP& TP VV IP V / IUIIASPEA Tim .� -A,—� TL= ®Q� DA CGMECTOA 1 REINFORCED HAND HOLE DETAIL" ' um O BERW fANBAN IBB 10 FRP SHROUD ELEVATION "A"-- 5 BOTTOM VIEW ANTENNA MOUNTING ` ,- I ewaa - � uNEwL "'- — 3'Iezltrk�sa ODW t' FR_P SHROUD BOTTOM SECTION L , _•, - ---- 13 1 ASSEMBLED SECTION 7 PLAN VIEW POLE TOP PLATE Dtk1 D)PL IDLEGP6R sf" 30TONARAC4W MTENNWAM YK47 w TOPR — -- sal• c �_ N v J8 7/18 =i MESEMATt'IFAn PU.E WIN AT 236*AG. 2 INTERIOR CLEAR SPACE AT HAND HOLE "I — 19 O (31 TnE1NGESE) �A[IDO198C �k- B5A A �MIDM399MONY y � IBL � < � Y N6'k ta.?k451' )ORNG i 3'M-'3MM CERARD N IOPPLATE 3 ANTENNA HAIRPIN BRACKET N verizon✓I imsoll "Im"IIAGEI ) VM ra em ,ama.w ...raa wm aM zzCID Zr .0 a U) o J LLo Z � g3 lu U J J 0 om U) 0 LL ALL STEEL SHAPES AND PLATES SHALL BE GALVANIZED i W PF 1 GENERAL NOTE;F6) i THE I V-ELLECTUAL v IAGE. or -ESS ��k1l N0 67146 I a \r 6✓16 A:lk A p MA �01 CA\'A" SNEET NUMBER I PRCIGRESS FIR 3 DRAWING DATE October 16, 2018 16 POT 9em"FfRENCE m — a.FEa _ 1A198: 615E TOP NEW —7-- � DAUNEuarsF 1 -- ---- IT32TAMRF RESOFAI S9M 34' LDr - 6-CC 1, "TEM1001100 verizon� —t sm 407fE ryFADRIEmRERIE45 L74RSOM CAMOUFLAGE -- s6nuFRI20 PCIf AD" IgFaR AWMWF �� AtPOfASM9kXRIIN. -j-13XIHE(6WP,ATED -*P DN JC6t WADKOD.1051 —DEAL 61R 10.E r^\ p ire FOR17-13CAPSUR ISE Incormated N6 1 SIMPLEX FITTING POLE ATTACHED ..A..M �. fl T ISEJDB#' 130 A 4 FOIFA 1 ILL � !NY\ i! t Al bPI M ORO ' 2 ML NHf >MLL E.tE IM06t �L{9IM ICI® ' �.. t IIIPt +LL �+YC IIO f1.111F T4b � + W M+Uflf +IO +OI.IR1 B1YL ! L+FI fl01 Miff ma oAM: rAo srm taI +rnl + n++nn '.ION —__-3 ENS31R RESOEW mIOIL SCRFM 3'4 LONG BCC 2 SIMPLEX FITTING ARM MOUNT MtF QQ MAY WA GAI$INl Blti b SECTION '413' 'X 4 1/4' b T 6-mo TE#N I O LAP CCNNECTION MAY 4 (2) PIECE FRP CLAMSHELL BASE 3TNOT USED 0, zSeq ¢o r to J_ a0% �9 � m Q >U zr2 Lu LL 3f g 0 J oUlw -CO U) og� z Z ALL STEEL SHAPES AND PLATES I SHALL BE GALVANIZED (SHT. 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BY: COORDINATING ARCHITECT: _. _.. __.... ni r,�. rm„eeoSxne lm j. sw we oe:m. rmS�c P]ILI nme Imy suo�N _rr SEAL:- -- � O " m E �L Es-M-u ♦ � PO PIBOa'/e op CwI� DRAWN BY:--CHK.: APV.: __- CA/DKN DM OM SHEEP TIRE: SITE PLAN -SHEET NUMBER: _ REVISION. cm 1 1190-39 gxti4:IIF �m GREEN FASEWEN BLUE- WATER FUCNSA STORY D N GREEN: WASTE WATER Y ow: SEWER EXISTING UTILITIES NOTE: CONTRACTOR STALL PROTECT -IN -PLACE ALL EXISTING MMES. DIG ALERT • • WRWU�G 4NQ WBII � 9MflM GIICNM DIAL TOLL FREE I-600-277-2600 AT LEAST TWO DAYS BEFORE YDU DIG EXISTING UTILITIES MAP