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C-7476-2 - Grant Howald Park Rehabilitation - Project
CITY OF NEWPORT BEACH 100 Civic Center Drive Newport Beach, California 92660 949-644-3005 1 949-644-3039 FAY newportbeachca.gov September 14, 2022 Environmental Construction, Inc. Attn: Farid Soroudi 21550 Oxnard St., Suite 1060 Woodland Hills, CA 91367 Subject: Grant Howald Park Rehabilitation Project — C-7476-2 Dear Mr. Soroudi: On September 14, 2021, the City Council of Newport Beach accepted the work for the subject project and authorized the City Clerk to file a Notice of Completion, to release the Labor & Materials Bond 65 days after the Notice of Completion had been recorded in accordance with applicable portions of the Civil Code, and to release the Faithful Performance Bond one year after Council acceptance. The Notice of Completion was recorded by the Orange County Recorder on September 15, 2021, Reference No. 2021000575339. The Surety for the contract is Vigilant Insurance Company and the bond number is 82447716. Enclosed is the Faithful Performance Bond. Sincerely, 946i Leilam I. Brown, MMC City Clerk Enclosure Executed in Duplicate EXHIBIT B CITY OF NEWPORT BEACH BOND NO. 82447716 *First$500,000.00 $12.50 Next$2,0,.00 $.50 FAITHFUL PERFORMANCE BOND Next $2,04343,686G86.00 $7.50 The premium charges on this Bond is $ 38,578.00 being at the rate of $ * thousand of the Contract price. WHEREAS, the City of Newport Beach, State of California, has awarded to Environmental Construction, Inc. hereinafter designated as the "Principal," a contract for: The work necessary for the completion of this contract consists of various park improvements, including demolition, removal and relocation, earthwork, utilities, hardscape, playground surfacing and equipment, installation of synthetic turf field, irrigation, and all other appurtenances and incidental items needed to complete the work as required by the Contract Documents, 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 for the faithful performance of the Contract. NOW, THEREFORE, we, the Principal, and Vigilant Insurance Company _, duly authorized to transact business under the laws of the State of California as Surety (hereinafter "Surety"), are held and firmly bound unto the City of Newport Beach, in the sum of Four Million Five Hundred Forty Three Thousand Six Hundred Eighty Six Dollars ($4,543,686.00) lawful money of the United States of America, said sum being equal to 100% of the estimated amount of the Contract, to be paid to the City of Newport Beach, its successors, and assigns; 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 heirs, executors, administrators, successors, or assigns, fail to abide by, and well and truly keep and perform any or all the Work, 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 its true intent and meaning, or fails to indemnify, defend, and save harmless the City of Newport Beach, its officers, employees and agents, as therein stipulated, then, Surety will faithfully perform the same, in an amount not exceeding the sum specified in this Bond; otherwise this obligation shall become null and void. As a part of the obligation secured hereby, and in addition to the face amount specified in this Performance Bond, there shall be included costs and reasonable expenses and fees, including reasonable attorneys' fees, incurred by City, only in the Environmental Construction, Inc. Page B-1 event City is required to bring an action in law or equity against Surety to enforce the obligations of this Bond. Surety, for value received, 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 way affect its obligations on this Bond, and it does hereby waive notice of any such change, extension of time, alterations or additions of the Contract or to the Work or to the specifications. This Faithful Performance Bond shall be extended and maintained by the Principal in full force and effect for one (1) year following the date of formal acceptance of the Project by City. In the event that the Principal 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 Principal and Surety above named, on the 31st day of July ,2020 Environmental Construction, Inc. Name of Contractor (Principal) Vigilant Insurance Company Name of Surety 555 South Flower Street, Third Floor, Los Angeles. CA 90071 Address of Surety (213) 612-551 1 Telephone APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date: *a/t _o-Zy — A oriz gnature/Title Authorized Agent Signature Kim Luu, Attorney -in -Fact Print Name and Title By:_ &� )%.. - �h< a Aaron C. Harp c� City Attorney C3 NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED Environmental Construction, Inc. Page B-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 Cali ornia County of .✓ ss. On 2 20 L ij before me, 5;9%,04, lido774/Z h RHO<� Notary 13ublic, personally appeared &tee S✓J�iJ!!%�i 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. ass zlz 4i� J na[P f !Ay Corr?. Fens Ma' 23. 2221 Rd.°°Bs'Rffi+RfJY@TCT.Af•45`+'a1�+3i 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 Orange 1 ss. On July 31 20 20 before me, Reece Joel Diaz Notary Public, personally appeared Kim Luu 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 mar hand and official seal. REECE JOEL ou7 r ecmry Public - California ��., Orange Caunry �..� �.,� ••// Commission 1721073 '� Mr Corm.. E.0,r es Jun J5, ]O7J ' gnature (seal) Environmental Construction, Inc. Page B-3 C H U B B" Power of Attorney Federal Insurance Company I Vigilant Insurance Company I Pacific Indemnity Company Westchester Fire Insurance Company I ACE American Insurance Company Know All by These Presents, that FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE COMPANY, a New York corporation, PACIFIC INDEMNITY COMPANY, a Wisconsin corporation, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY corporations of the Commonwealth of Pennsylvania, do each hereby constitute and appoint Rhonda C. Abel, Jeri Apodaca, Reece Joel Diaz, Kim LOU, Michael D. Parizino, Rachelle Rheault, Heather Saltarelli and James A. Schaller of Newport Beach, California ----------------------------------------------------------- each as their Ime and lawful Attorney -in -Fact to execute under such designation in their names and to affix their corporate seals to and deliver for and on their behalf as surety thereon or otherwise, bonds and undertakings and other Writings obligatory in the nature thereof (other than bail bonds) given or executed in the course of business, and any instruments amending or altering the same, and consents to the modification or alteration many instrument referred to in said bonds or obligations. In Witness Whereof, said FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY have each executed and attested these presents and affixed their corporate seals on this 25" day ofMarch, 2020, �JCA9 �s�l^61. N9� C4)A 9� 7&t�p-. VIA Ikwrl\I. Chluna:\<dsCml ArrnarS Stephen M.Iknn}.\-tcelTc>idk:ni STATE OF NEW JERSEY `( 9 County ofHuntercion SS. On this 25° day of March, 2020 before me, a Notary Public of New Jersey, personally came Dawn M. Chloros and Stephen M. Haney, to me known to be Assistant Secretary and Vice President, respectively, of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY, the companies which executed the foregoing Paver of Attorney. and the said Dawn M. Chloros and Stephen M. Haney, being by me dWy sworn, severally and each for herself and himself did depose and say that they are Assistant Secretary and Vice President respectively. of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY and know the corporate seals thereof. that the seals affixed to the foregoing Power of Attorney are such corporate seals and were thereto affixed by authority of said Companies; and that their signatures as such officers were duly affixed and subscribed by like authority. Notarial Seal 4 OTARY!_ KAN TERINE J. ADELAAR LS NOTARY PUBLIC OF New JERSEY �PUBLie e No. 2316686 CemmensIon Explree July 18. 2024 Nor T fitMIc 69 CERTIFICATION Resolutions adopted by the Boards of Directors of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY on August 30, 2016: WESTCHESTER FIRE INSURANCE COMPANY on December 11, 2006; and ACE AMERICAN INSURANCE COMPANY on March 20, 2009: 'RESOLVED, that the following authorizations relate to the execution. for and on behalfof the Company, ofbonds, undertakings, recognivances, contracts and other written commitments ofthe Company entered into in the ordinary mum ofbueiness (each a `Written Commitment'): (1) Each of the Chairman, the President and the Vim Presidents of the Company is hereby authorized to execute any Written Commitment for and on behalfof the Company, under the seal ofthe Companyorotherwise. (2) Each duly appointed attorney in fact of the Company is hereby authorized In execute any Written Commitment for and on behalf of the Company, under the seal of the Company or otherwise, to the extent that such action Is authorized by the grant ofpmvers provided for in such person's written appointment as such attorney-m-fact. (3) Each of the Chairman, the President and the Vice Presidents of the Company is hereby authorized, for and on behalf of the Company, to appoint in writing any person the amamey- in-fact or the Company with full power and aluhorty to execute. for and on behalf of the company, under die seal of the Company or othernse, such written Commitments of the Company as maybe specified in such written appointment, which speciflrafion may be by general type or class of Written Commitments or byspecifiatonaf one ormomparticolar Written Commitments. (41 Each of the Chairman, the president and the Vim Presidents of the Company is hereby authmixed. for and on behalf ofthe Company. to delegate in wolfing to any other officer ofthe Company the authority to execute, for and on behalf of the Company, under the Company's seal or otherwise, such Written Commitments of the Company as are specified in such written delegation, which specification may be by general type or class of Written Commitments or by specification of one or more particular Written Commitments (5) The signature of any officer or other person executing any Wdmen Commitment or appointment or delegation pursuant to this Resolution, and the seat of the Company. may be affixed by facsimile on such Written Commitment or women appointment or delegation. FURTHERRESOLVED. that the foregoing Resolution shall not be devoted to bean exclusive statement of the Powers and authority ofoRicers, employees and other persons to act for and on bchalrof the Company, and such Resolution shall net luni torothensise affect the exercise ofanysi ch power or authority otherwise validiyromod or vested. - I, Dawn M. Chimes, Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY (the "Companies") do hereby certify that (I) the foregoing Resolutions adopted by the Board of Directors of the Companies are true, correct and in full for and effect (it) the foregoing Power of Attorney is true, correct and in full force and effect. Given under my hand and seals of said Companies at Whitehouse Station. NJ, this AIL 3 1 2010 I kIV. 11 \I 1:11 It 4, ,. A\VSt11I1 I Scvt'cult)' IN THE EVENT YOU WISH TO VERIFY THE AL714EN'TICII Y OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER. PLEASE CONTACT US AT: I clelhone(908) 903-M93 Fax(908)903-3655 omail: sure[@chu rcom Combined FED-ViGPI-WFIC.AAIC(rev. 11-19) April 4, 2022 Environmental Construction, Inc. Attn: Farid Soroudi 21550 Oxnard St., Suite 1060 Woodland Hills, CA 91367 Subject: Grant Howald Park Rehabilitation Project - C-7476-2 Dear Mr. Soroudi: C:I T'Y OF NEWPORT BEACH 100 Civic Center Drive Newport Beach, California 92660 949-644-3005 1 949-6443039 Fox newportbeachca.gov On September 14, 2021 the City Council of Newport Beach accepted the work for the subject project and authorized the City Clerk to file a Notice of Completion, to release the Labor & Materials Bond 65 days after the Notice of Completion had been recorded in accordance with applicable portions of the Civil Code, and to release the Faithful Performance Bond one year after Council acceptance. The Notice of Completion was recorded by the Orange County Recorder on September 15, 2021, Reference No. 2021000575339. The Surety for the bond is Vigilant Insurance Company and the bond number is 82447716. Enclosed is the Labor & Materials Payment Bond. Sincerely, wa Leilani 1. Brown, MMC City Clerk Enclosure Executed in Duplicate Premium: Included in Performance Bond EXHIBIT A CITY OF NEWPORT BEACH BOND NO. 82447716 LABOR AND MATERIALS PAYMENT BOND WHEREAS, the City of Newport Beach, State of California, has awarded to Environmental Construction, Inc. hereinafter designated as the "Principal," a contract for: The work necessary for the completion of this contract consists of various park improvements, including demolition, removal and relocation, earthwork, utilities, hardscape, playground surfacing and equipment, installation of synthetic turf field, irrigation, and all other appurtenances and incidental items needed to complete the work as required by the Contract Documents, 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. NOW, THEREFORE, We the undersigned Principal, and, vigilant Insurance Company 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 Four Million Five Hundred Forty Three Thousand Six Hundred Eighty Six Dollars ($4,543,686.00) lawful money of the United States of America, said sum being equal to 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. Environmental Construction, Inc Page, A_1 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. 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 31 st day of duly 120 20 . Environmental Construction, Inc. Name of Contractor (Principal) Vigilant Insurance Company Name of Surety :��4 - -% ,kGthorized-S–ignature/Title c� _.. Authorized Agent Signature 555 Suulh Flower Sri eel, Third I'loor. Los Angeles, CA 90071 Kim Ulu, Attorney -in -Fact Address of Surety Print Name and Title (213)612-5511 Telephone APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date:f�?� Za By:_ 01- PMA1..,..� — .- Aaron C. Harp o�,�a� City Attorney NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED Environmental Construction, 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 Calif rnia County of )ss. On & 3 20 2D before me, f% +✓ SfiFi��i �/t�o? tam'' J Notary Public, personally appeared T.9.4;i) K&yg&dd J 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. 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. a ^ ALAN SAFAEI ■ Nolary Public -California llll_ -;•'1te'<:�- Los Angeles Counly Commission 5 2187809 My Ccnu'n. Ew;res Mar 23. 2021 (seal) State of California County of Orange J ss. On July 31 20 20 before me, Reece Joel Diaz Notary Public, personally appeared Kin, Luu 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 qand and official seal. PIECE JOILDW y P, H.,c tlito,nu (l 1 (�¢ 2191 172 Signature �, J ts. JctJ ' (Seal) Environmental Construction, Inc. Page A-3 Power of Attorney Federal Insurance Company I Vigilant Insurance Company I Pacific IndemnityCompany Westchester Eire Insurance Company I ACE American insurance Company Know All by These Presents, Ih:d FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE COMPANY, a New York cat puration, PACIFIC INDEMNITY COMPANY, a Wisconsin corporation, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY corporations of the comn,onweahh of Pennxylwani;l. do each herehya,nstitutcaml:g,poinl Rhonda C. Abel, Jeri Apodaca, Reece Joel Diaz, Kim Luu, Michael D. Parizino, Rachelle Rheault, Heather Saltarelli and James A. Schaller of Newport Beach, California ----------------------------------------------------------- each as Iheir n'ue ad lawful Attorney -111 PurIn) execute under such designation In diel nares and In affix their corp( it seals to and deliver for and on Iheir behalt a, surety thereon or otherwise, bonds and mldet takings and 011ier writin{,'s ohligatory in the nature thereof (other than hail bonds) given or executed in the course of bnylness, and any lost torrents amending Fir altering the same, and consents to the modification or allemtion of any instrument reflected to in "aid bonds or obligations. In Witness Whereof, said FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY. PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY have each executed and attested these presents ;md affixed their corporate scads alt this 2501 day of Marcb, 2020. Ibv:n 11 I:hhnu..l..ucm1 >arclafS 4cplx'n M II:nx5.lalcl't,.IJcnl_— STATE OF NEW JERSEY Cotunyof Hunterdon ss. ��S On this 25'^ day of March, 2020 belin'e me, a Notary Public of New Jersey, personally came Dawn M. Chloros and Stephen M. Haney, to me known It) be Assistant Secretary and Vice President, respectively, of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER PIER INSURANCE COMPANY and ACE AMERICAN INSURANCE. COMPANY, the companies which executed [he foregoing Power of Attorney, and the s;rid Dawn M- Chlorns and Stephen M. Haney, being by of, duly sworn. severallyand each for hes.elfand himself did depose and Say that thev are Assistant Secretary and Vice Presider. respectively, of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and ACP, AMERICAN INSURANCE COMPANY and know the coipal'ate seals thereof, that file seals adixed IF the foregoing POW01' Of Attorney are such erll'porate seals and Were thereto affixed by authority of said Companies: and that their signatures as such i)Mcels were duly alttxod and subscribed by like authority. CERTIFICATION Resolutions adopted by file Boards of Directors of 12F I )ERAL INSURANCE COMPANY, VIGILANT INSU RANCE COMPANY, and PACIFIC, I NDEMNITY COMPANY ou August :f0, 2016; W ESTCI I FS•rER FIRE. INSURANCE COM PANY on Oecemhei II, 2006; and ACF. AMERICAN INSURANCE: COMPANY on Mat oil 20.2009: 'IniSOINEU. I liar thefnllowilgauth ...... ions'elanemIhrrrcatier, for mxl Fin br0an M I hrIunnslny,of hirods, nndel'mkiusrc, rcnogrlirnnss. rummdaand other wdticn mnvni(nunw nOhnt bounty ennnvl fain in Nraadlnury course of business (each a "1Vriucn Cmm�dwlenl"11 (1) lath W the ehail,mau, she Plnstduu( and IIIc Vim Presidents of the CumRln, is hereby a.Ih. txaf to cxunIto ally Wrllll'lI OFIIIF] 11111ivet Inland nn txhalfoflho Company, under IIIc seal of the Cnnyunry Fir uthowlv'e. (2) lash dull' aVlxrinlM auumt•yilt•hua of the Cuntpany Is hmi-Iry ;nnhoriud m rxefuu• any Wriunn Cnanntl(mem I'or and un Ixhalf N the C ... I I.. under the scat of the Cu.trony nr nahenvise. to the extern that s t"ll action Is aullurLnf by rho gent nt{rowers provided totin such persnli s,vritten appointnlenl as such auur lev.lmfact. (:1) Each of the Chairman, III, IYcsidenl and the Vice Presidents of rhe Confxrny is hereby anlhorimd, Inroad on behalf nf(hec nlPmp. wallpoinl in witting any Ix'I'w,u Ihr aunrnuvw io-fua nl the eoummlly with 11111 power and authority IF. cw,nI. for and nn elralfol'Ihe0kopuly. under the scalofthv(nmpanyur olhenvisc, such Wratcn uunm,itmm�ls of the Company us lnay be six•dlittl lu such wrhlmr aplxllnonenr, which sVreillmlun mvy lx• bl' general type or d m al Wouen Cmnnritemax Fir by., x•oilleuimr of nor of n¢rre pm'ticulnr Wrluen Onninaments. (d) Each (if the Chah ren, dm President and the Vim Presidents ,I (it,Cotnlrally is hereby aulink dsod,to, and nn behuif Fit t he I'unnenly. mdcl(Yare in ,tang I(, utherotlirer ul' 11x• Connxlny the authorily m rsrnue. fururd on behalf of the contrary. ander, the campmprs seal or otherwise swell Voiuen Cann iWxnts of ho Cnnllcnp' is arc-spcailied in.amh ,,rine" del egason. "bid, epecilirmivn may he by general typo IF ch. or Written P.on rmitments Fir by ',00ftcalull ul'nl Ie Fir nx,re Ixul'uhn Vern"'Con 1lnlll)x• I it, (5) 1 lie sigrentu a In any oloclF n, dek prim rscctning any INFIRM, Gnntnithent Firappolnuumlt ar Jdrg;Illun pvnaaunno th6 In"Anmm.and lh-AWf(he II usr.y.nlay I'MIKtd by NoAniie on such Written Coo tntsmmt rn' wrinrn aDlxainbruvn Fir delegnonn. 1 Int'frinlUtGSOLVEp, ilial (hc Tonguing lcmofilt)n shall nal notlectned[u he an exclosivcsotemenr Fit the puwms and uulhurtty ul'ullicels. enysluyettand other ix•I'svns waU lin' and un hohlful' Ilio cungmlw'. -vnA such Resulmtun A,111 en 11ndt or mII'•nvso'ne't the "oda• ul'anv such Isnnrar nnrbortry oherwlw• validlygramed nr,sxted., I. Eamon M. Cldoms, Assistant Secnnuly Fit FEDERAL INSURANCE: COMPANY. VICII•AN'I' INSUPANCI: COMPANY, PACIFIC INDEMNI'T'Y COMPANY. WIS'I(:IIES'I'bds FIRE: IIVSURANCE COMPANY ;mil ACG AMI RR;AN INSURANCIR COMPANY (Ere"Comp;hoe's ) do hewh,y (Cailp Thal (i) the of egolug RC50111tlons adopted by the Blood ofDiieclot, ofthe Comp:ntles arc rare, I of let ('111d in lull force mId cheer, (iii (Ile kn ogualg Power of Anarnve Is it correct and in rill km'e and effect. Given under my handaidxe;lx)iSaid Cwnp:Intes al Whllchn'se SCationr td, this .11)1 _ ball n AI Chl,srrecall IN ___ _ ,bike CI0p Int NJ' floarfl x1.rJn5r In,l sur par htbb,_. I -- — � - LA'TIII EVENN,UN'Itill lllbl'l(II'V'lllIAVIIII NTL.I'(, III IIINIIgpUotl NO171l I llti1111AM IIIIIIRN1196;1'III HII' CnNpl AI A ,"I"..; I i t n cn • rI Vol A An a. 11,.v i i ran Notarial Seal .a 0lAgyr KATHERINE J. ADELAAR y z NOTARY PUBLIC OF New JERSEY oURI�No 23168136 P Commlmlon Expires July 16, 2024 Nria9I'uh it CERTIFICATION Resolutions adopted by file Boards of Directors of 12F I )ERAL INSURANCE COMPANY, VIGILANT INSU RANCE COMPANY, and PACIFIC, I NDEMNITY COMPANY ou August :f0, 2016; W ESTCI I FS•rER FIRE. INSURANCE COM PANY on Oecemhei II, 2006; and ACF. AMERICAN INSURANCE: COMPANY on Mat oil 20.2009: 'IniSOINEU. I liar thefnllowilgauth ...... ions'elanemIhrrrcatier, for mxl Fin br0an M I hrIunnslny,of hirods, nndel'mkiusrc, rcnogrlirnnss. rummdaand other wdticn mnvni(nunw nOhnt bounty ennnvl fain in Nraadlnury course of business (each a "1Vriucn Cmm�dwlenl"11 (1) lath W the ehail,mau, she Plnstduu( and IIIc Vim Presidents of the CumRln, is hereby a.Ih. txaf to cxunIto ally Wrllll'lI OFIIIF] 11111ivet Inland nn txhalfoflho Company, under IIIc seal of the Cnnyunry Fir uthowlv'e. (2) lash dull' aVlxrinlM auumt•yilt•hua of the Cuntpany Is hmi-Iry ;nnhoriud m rxefuu• any Wriunn Cnanntl(mem I'or and un Ixhalf N the C ... I I.. under the scat of the Cu.trony nr nahenvise. to the extern that s t"ll action Is aullurLnf by rho gent nt{rowers provided totin such persnli s,vritten appointnlenl as such auur lev.lmfact. (:1) Each of the Chairman, III, IYcsidenl and the Vice Presidents of rhe Confxrny is hereby anlhorimd, Inroad on behalf nf(hec nlPmp. wallpoinl in witting any Ix'I'w,u Ihr aunrnuvw io-fua nl the eoummlly with 11111 power and authority IF. cw,nI. for and nn elralfol'Ihe0kopuly. under the scalofthv(nmpanyur olhenvisc, such Wratcn uunm,itmm�ls of the Company us lnay be six•dlittl lu such wrhlmr aplxllnonenr, which sVreillmlun mvy lx• bl' general type or d m al Wouen Cmnnritemax Fir by., x•oilleuimr of nor of n¢rre pm'ticulnr Wrluen Onninaments. (d) Each (if the Chah ren, dm President and the Vim Presidents ,I (it,Cotnlrally is hereby aulink dsod,to, and nn behuif Fit t he I'unnenly. mdcl(Yare in ,tang I(, utherotlirer ul' 11x• Connxlny the authorily m rsrnue. fururd on behalf of the contrary. ander, the campmprs seal or otherwise swell Voiuen Cann iWxnts of ho Cnnllcnp' is arc-spcailied in.amh ,,rine" del egason. "bid, epecilirmivn may he by general typo IF ch. or Written P.on rmitments Fir by ',00ftcalull ul'nl Ie Fir nx,re Ixul'uhn Vern"'Con 1lnlll)x• I it, (5) 1 lie sigrentu a In any oloclF n, dek prim rscctning any INFIRM, Gnntnithent Firappolnuumlt ar Jdrg;Illun pvnaaunno th6 In"Anmm.and lh-AWf(he II usr.y.nlay I'MIKtd by NoAniie on such Written Coo tntsmmt rn' wrinrn aDlxainbruvn Fir delegnonn. 1 Int'frinlUtGSOLVEp, ilial (hc Tonguing lcmofilt)n shall nal notlectned[u he an exclosivcsotemenr Fit the puwms and uulhurtty ul'ullicels. enysluyettand other ix•I'svns waU lin' and un hohlful' Ilio cungmlw'. -vnA such Resulmtun A,111 en 11ndt or mII'•nvso'ne't the "oda• ul'anv such Isnnrar nnrbortry oherwlw• validlygramed nr,sxted., I. Eamon M. Cldoms, Assistant Secnnuly Fit FEDERAL INSURANCE: COMPANY. VICII•AN'I' INSUPANCI: COMPANY, PACIFIC INDEMNI'T'Y COMPANY. WIS'I(:IIES'I'bds FIRE: IIVSURANCE COMPANY ;mil ACG AMI RR;AN INSURANCIR COMPANY (Ere"Comp;hoe's ) do hewh,y (Cailp Thal (i) the of egolug RC50111tlons adopted by the Blood ofDiieclot, ofthe Comp:ntles arc rare, I of let ('111d in lull force mId cheer, (iii (Ile kn ogualg Power of Anarnve Is it correct and in rill km'e and effect. Given under my handaidxe;lx)iSaid Cwnp:Intes al Whllchn'se SCationr td, this .11)1 _ ball n AI Chl,srrecall IN ___ _ ,bike CI0p Int NJ' floarfl x1.rJn5r In,l sur par htbb,_. I -- — � - LA'TIII EVENN,UN'Itill lllbl'l(II'V'lllIAVIIII NTL.I'(, III IIINIIgpUotl NO171l I llti1111AM IIIIIIRN1196;1'III HII' CnNpl AI A ,"I"..; I i t n cn • rI Vol A An a. 11,.v i i ran Batch 11741208 Confirmation RECORDING REQUESTED BY AND WHEN RECORDED RETURN TO: City Clerk City of Newport Beach 100 Civic Center Drive Newport Beach, CA 92660 Page 1 of 2 Recorded in Official Records, Orange County Hugh Nguyen, Clerk -Recorder IIIIIIIIIIIIIIIIIIIIIIIIIIIIi1119IIIIIIIIIIIIIIIIIIIIIIIIIIIIII I1111111 NO FEE +$ R 0 0 1 3 1 6 9 5 5 6$ 2021000575339 2:12 pm 09115121 90 RW9A N12 1 0.00 0.00 0.00 0.00 0.00 0.00 0.000.000.00 0.00 "Exempt from recording fees pursuant to Government Code Section 27383" NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN that the City of Newport Beach, 100 Civic Center Drive, Newport Beach, California, 92660, as Owner, and Environmental Construction, Inc., Woodland Hills, California, as Contractor, entered into a Contract on July 14, 2020. Said Contract set forth certain improvements, as follows: Grant Howald Park Rehabilitation Project - C-7476-2 Work on said Contract was completed, and was found to be acceptable on September 14, 2021, by the City Council. Title to said property is vested in the Owner and the Surety for said Contract is Vigilant Insurance Company. BY J. 1119 Public crk Dire or City of Newport Beach VERIFICATION I certify, under penalty of perjury, that the foregoing is true and correct to the best of my knowledge. Executed on U �L'/C/1 l�t at Newport Beach, Califomia. BYpvYN 4 v City Clerk O _ Cq LIFO https://gs.secure-recording.com/Batch/Confirmation/11741208 09/15/2021 RECORDING REQUESTED BY AND WHEN RECORDED RETURN TO: City Clerk City of Newport Beach 100 Civic Center Drive Newport Beach, CA 92660 "Exempt from recording fees pursuant to Government Code Section 27383" NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN that the City of Newport Beach, 100 Civic Center Drive, Newport Beach, California, 92660, as Owner, and Environmental Construction, Inc., Woodland Hills, California, as Contractor, entered into a Contract on July 14, 2020. Said Contract set forth certain improvements, as follows: Grant Howald Park Rehabilitation Project - C-7476-2 Work on said Contract was completed, and was found to be acceptable on September 14, 2021, by the City Council. Title to said property is vested in the Owner and the Surety for said Contract is Vigilant Insurance Company. BY J. �,,g Public ork Direc or City of Newport Beach VERIFICATION I certify, under penalty of perjury, that the foregoing is true and correct to the best of my knowledge. Executed on U Ud�h I(T o1 at Newport Beach, California. i BY kkdw �' City Clerk CITY OF NEWPORT BEACH NOTICE INVITING BIDS Sealed bids shall be submitted electronically via PlanetBids to office of the City Clerk, 100 Civic Center Drive, Newport Beach, CA 92660 By 10:00 AM on the 12th day of June, 2020, at which time such bids shall be opened and read for GRANT HOWALD PARK REHABILITATION PROJECT Contract No. 7476-2 $6,420,000 Engineer's Estimate Approved by James 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?CompanylD=22078 OPTIONAL PRE-BID MEETING: An optional pre-bid meeting will be conducted for this project on May 19, 2019 at 9 AM at Grant Howald Park 3000 Fifth Ave., Newport Beach, CA 92625 (Meet at parking lot along Fifth Avenue between tennis courts and sports field) Hard copy plans are available via Santa Ana Blue Print at (949) 756-1001 Located at 2372 Morse Avenue, Irvine, CA 92614 Contractor License Classification(s) required for this project: "A" For further information, call Kathryne Cho, Project Manager at (949) 644-3014 BID INFORMATION IS AVAILABLE ON THE CITY WEBSITE: http://newportbeachca.gov/qovernment/open-transi)arent/online-services/bids-rfps- vendor-registration City of Newport Beach GRANT HOWALD PARK REHABILITATION PROJECT Contract No. 7476-2 TABLE OF CONTENTS NOTICE INVITING BIDS..........................................................................................Cover INSTRUCTIONS TO BIDDERS .......................................... BIDDER'S BOND....................................................................................... DESIGNATION OF SUBCONTRACTOR(S)................................................................... 9 TECHNICAL ABILITY AND EXPERIENCE REFERENCES ............................................ 9 NON -COLLUSION AFFIDAVIT..................................................................... 13 DESIGNATION OF SURETIES...................................................................... 14 CONTRACTOR'S INDUSTRIAL SAFETY RECORD .................................................... 15 ACKNOWLEDGEMENT OF ADDENDA .............................................. :......................... 18 INFORMATION REQUIRED OF BIDDER..................................................................... 19 NOTICE TO SUCCESSFUL BIDDER........................................................................... 21 CONTRACT.................................................................................................................. 22 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 GRANT HOWALD PARK REHABILITATION PROJECT Contract No. 7476-2 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) 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 shag 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 Date (Bid Due Date.) 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. 3. 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 by the Bid Opening Date (Bid Due Date.) 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. 4. The estimated quantities indicated in the PROPOSAL are approximate; and are given solely to allow the comparison of total bid prices. 3 5. 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. 6. 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. 7. 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 LaborCode — includ'ing, 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; 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 Ell 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 reviewedr 498624; A, B, C27, C10, HAZ, ASB Contractor's License No. & Classification Au,tMrized Sigh e/Title Fdrid Soroudi / President, Secretary 1000009515; 6/30/2022 DIR Registration Number & Expiration Date Environmental Construction, Inc. Bidder 5 6////a o Date City of Newport Beach GRANT HOWALD PARK REHABILITATION PROJECT Contract No. 7476-2 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 of the Total Amount Bid Dollars ($ 10% of Bid ), to be paid and forfeited to the City of Newport Beach if the bid proposal of the undersigned Principal for the construction of GRANT HOWALD PARK REHABILITATION PROJECT, Contract No. 7476-2 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 3rd day of Julie20 2 1-g Environmental Construction, Inc. ter? Name of Contractor (Principal) Auth Signature/Title Vigilant Insurance Company 6114idw Name of Surety Authorized Agent Signature y 555 South Flower Street, Third Floor Los Angeles, CA 90071 Heather Saltarelli, Attorney -in -Fact Address of Surety Print Name and Title (213)612-5511 Telephone (Notary acknowledgment of Principal & Surety must be attached) L 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 Calif rnia County o)SS. On rc_ 3, -2, 20 w before me, X-1.✓ sAZIA6�2 /2,1 -40 Notary Public, personally appeared �;C &06— , 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. gnature Date of Document Type or Title of Document Number of Pages in Document Document in a Foreign Language ALAN SAFAEI 4 Notary Public— Callforma , r Los Angeies Couniv ,i commission " 218?60g Ma ' Comm. Exn res h1ar 23.202 (seal) OPTIONAL INFORMATION Type of Satisfactory Evidence: Personally Known with Paper Identification Paper Identification Credible Witness(es) Capacity(ies) claimed by Signer(s): Trustee Power of Attorney CEO/CFO/COO President / Vice -President / Secretary / Treasurer Other: Other Information: 7 Thumbprint of Signer ❑ 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 Orange }ss. On Tune 3 20 20 before me, Reece Joel Diaz Notary Public, personally appeared Heather Saltarelli 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. y�-� REECE JOEL DIAZ WITNESS my hand and official seal. _ /.(�y�� Notary Public - California `_ Orange County - ///'''��� Commission x 2294772 my CCo•TT. Expires Jur 25. 2_23 > Signa 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 (seal) 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 'Q (seal) CHUBS, Power of Attorney Federal Insurance Company I Vigilant Insurance Company I Pacific Indemnity Company Westchester Fire Insurance Company I ACE American Insurance Company Know All by These Presents, that FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE COMPANY, a New York corporation, PACIFIC INDEMNITY COMPANY, a Wisconsin corporation, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY corporations of the Commonwealth of Pennsylvania, do each hereby constitute and appoint Rhonda C. Abel, Jeri Apodaca, Reece Joel Diaz, Kim Luu, Michael D. Parizino, Rachelle Rheault, Heather Saltarelli and James A. Schaller of Newport Beach, California ----------------------------------------------------------- each as their true and lawful Attorney -in -Fact to execute under such designation in their names and to affix their corporate seals to and deliver for and on their behalf as surety thereon or otherwise, bonds and undertakings and other writings obligatory in the nature thereof (other than bail bonds) given or executed in the course of business, and any instruments amending or altering the same, and consents to the modification or alteration of any instrument referred to in said bonds or obligations. In Witness Whereof, said FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY have each executed and attested these presents and affixed their corporate seals on this 251h day of March, 2020. Iklvai %I. Chloro>,.:V,,islant Secretary Stephen M. I lancyy. Vice PrcSiden I y *0o (`*,/,5_ 0 *(0 Q) STATE OF NEW JERSEY County of Hunterdon ss. On this 25th day of March, 2020 before me, a Notary Public of New Jersey, personally came Dawn M. Chloros and Stephen M. Haney, to me known to be Assistant Secretary and Vice President, respectively, of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY, the companies which executed the foregoing Power of Attorney, and the said Dawn M. Chloros and Stephen M. Haney, being by me duly sworn, severally and each for herself and himself did depose and say that they are Assistant Secretary and Vice President, respectively, of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY and know the corporate seals thereof, that the seals affixed to the foregoing Power of Attorney are such corporate seals and were thereto affixed by authority of said Companies; and that their signatures as such officers were duly affixed and subscribed by like authority. Notarial Seal a 4� KATHERINE J. ADELAAR n NOTARY PUBLIC OF NEW JERSEY PUBLIC No.2316686 Commission Expires July 16, 2024 Notary Public �'JEPg� CERTIFICATION Resolutions adopted by the Boards of Directors of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY on August 30, 2016; WESTCHESTER FIRE INSURANCE COMPANY on December Il, 2006; and ACE AMERICAN INSURANCE COMPANY on March 20,2009: "RESOLVED, that the following authorizations relate to the execution, for and on behalf of the Company, of bonds, undertakings, recognizances, contracts and other written commitments of the Company entered into in the ordinary course of business (each a "Written Commitment"): (1) Each of the Chairman, the President and the Vice Presidents of the Company is hereby authorized to execute any Written Commitment for and on behalf of the Company, under the seal of the Company or otherwise. (2) Each duly appointed attorney-in-fact of the Company is hereby authorized to execute any Written Commitment for and on behalf of the Company, under the seal of the Company or otherwise, to the extent that such action is authorized by the grant ofpowers provided for in such person's written appointment as such attorney-in-fact. (3) Each of the Chairman, the President and the Vice Presidents of the Company is hereby authorized, for and on behalf of the Company, to appoint in writing any person the attorney- in-fact of the Company with full power and authority to execute, for and on behalf of the Company, under the seal of the Company or otherwise, such Written Commitments of the Company as may be specified in such written appointment, which specification may be by general type or class of Written Commitments or by specification of one or more particular Written Commitments. (4) Each of the Chairman, the President and the Vice Presidents of the Company is hereby authorized, for and on behalf of the Company, to delegate in writing to any other officer of the Company the authority to execute, for and on behalf of the Company, under the Company's seal or otherwise, such Written Commitments of the Company as are specified in such written delegation, which specification may be by general type or class of Written Commitments or by specification of one or more particular Written Commitments. (5) The signature of any officer or other person executing any Written Commitment or appointment or delegation pursuant to this Resolution, and the seal of the Company, may be affixed by facsimile on such Written Commitment or written appointment or delegation. FURTHER RESOLVED, that the foregoing Resolution shall not be deemed to be an exclusive statement of the powers and authority of officers, employees and other persons to act for and on behalf of the Company, and such Resolution shall not limit or otherwise affect the exercise of any such power or authority otherwise validly granted or vested." 1, Dawn M. Chloros, Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY (the "Companies") do hereby certify that (i) the foregoing Resolutions adopted by the Board of Directors of the Companies are true, correct and in full force and effect, (ii) the foregoing Power of Attorney is true, correct and in full force and effect. ni Given under my hand and seals of said Companies at Whitehouse Station, NJ, this J U 19 O 3 2020 `� l>rvm yl I:hlortn. a�tiistant ticrrct:uy' IN THE EVENT YOU WISH TO VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER, PLEASE CONTACT US AT: Telephone (908) 903- 3493 Fax (908) 903- 3656 _ e-mail: surety@chubb.com Combined: FED-VIG-PI-WFIC-AAIC (rev. 11-19) City of Newport Beach GRANT HOWALD PARK REHABILITATION PROJECT Contract No. 7476-2 DESIGNATION OF SUBCONTRACTOR(S) - AFFADAVIT 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. Environmental Construction, Inc. Bidder Authorized Sign e/Title Farid Soroudi / President, Secretary 7 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 ?-a2-42 before me, Alan Safaei, Notary Public (insert name and title of the officer) personally appeared Farid Soroudi 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. Signature (Seal) lif "''?�• WITNESS my hand and official seal. , ALAN! SAW n tirf Y , P!u:eryPunlr Caliamia Lis4ngeles,^curt/ d \ - lonmt sionU21V609 M r Comm Enlres Mar 3 ?021 Signature (Seal) City of Newport Beach GRANT HOWALD PARK REHABILITATION PROJECT Contract No. 7476-2 TECHNICAL ABILITY AND EXPERIENCE REFERENCES Contractor must use this form!H Please print or type. Bidder's Name Environmental Construction, Inc. FAILURE OF THE BIDDER TO PROVIDE ALL REQUIRED INFORMATION IN A COMPLETE AND ACCURATE MANNER MAY BE CONSIDERED NON-RESPONSIVE. For all public agency projects you have worked on (or are currently working on) that involve direct experience in preparing a drainage base for synthetic turf sports fields and include the installation of a minimum of 5 such base systems for Soccer or Football in California during the past 3 years, with a minimum size of 60,000 SF per field in excess of $150,000 per project, please provide the following information: No. 1 Project Name/Number Trabuco Hilis HS - Synthetic Turf & Track Replacement Project Description Synthetic Turf Installation / Track Replacement Approximate Construction Dates: From 11/11/16 Agency Name Saddleback Valley Unified School District Contact Person Doug Monfils To: 6/2$/2017 Telephone ( ) 949-580-3494 Original Contract Amount $ 898,297 Final Contract Amount $ 898,297 If final amount is different from original, please explain (change orders, extra work, etc.) N/A Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. No, No `F$] No. 2 Project Name/Number Corvallis Landscape Renovation Project Description Site Development / Landscaping / Grading / Synthetic Turf Installation Approximate Construction Dates: From 1/2/2018 To: 7/10/2019 Agency Name Norwalk - La Mirada Unified School District Contact Person Juan Bermudez Telephone ( ) 213-408-4518 Original Contract Amount $ 6,222,731 Final Contract Amount $ 6,576,472.75 If final amount is different from original, please explain (change orders, extra work, etc.) Chanqe Orders Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. No, No No. 3 Project Name/Number Discovery Park & Furman Park Improvements Project Project Description Synthetic Turf Installation / Site Development Approximate Construction Dates: From 9/3/2019 Agency Name City of Downey Contact Person Walt Eden To: In Progress Telephone ( ) 949-874-9170 Original Contract Amount $ 6,485,620 Final Contract Amount $LBD If final amount is different from original, please explain (change orders, extra work, etc.) N/A Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. No, No 11 No. 4 Project Name/Number State Street Park and Safe Routes to School Cycle 8-9 Project Description Site Development / Synthetic Turf Installations Approximate Construction Dates: From 2/2/2016 Agency Name City of South Gate Contact Person Kenneth Tang To: 4/13/2017 Telephone ( ) 323-563-9574 Original Contract Amount $4,376,273 Final Contract Amount $4,128,532 If final amount is different from original, please explain (change orders, extra work, etc.) Deductions in Scope of Work Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. No, No No. 5 Project Name/Number Patriot Park Soccer Complex Project Description Synthetic Turf Installation / Site Development Approximate Construction Dates: From 10/14/16 Agency Name City of Perris Contact Person Rudi Gomez To: 7/29/2017 Telephone ( ) 909-720-3755 Original Contract Amount $2,612,586Final Contract Amount $ 2,7807152 If final amount is different from original, please explain (change orders, extra work, etc.) Change Orders Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. No, No 12 No. 6 Project Name/Number Replacement of Water Intensive Landscaping — Campus Entry and D1/E1 Project Description Synthetic Turf Installation / Site Development Approximate Construction Dates: From 3/19/19 Agency Name Los Angeles Community College District Contact Person Steve Paine To: 9/8/2019 Telephone ( ) 213-891-2381 Original Contract Amount $_897,574 Final Contract Amount $L14,798 If final amount is different from original, please explain (change orders, extra work, etc.) Change Orders Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. No, No Attach additional sheets if necessary. Attach to this Bid the experience resume of the person who will be designated as General Construction Superintendent or on-site Construction Manager for the Contractor. Upon request, the Contractor shall attach a financial statement and other information sufficiently comprehensive to permit an appraisal of the Contractor's current financial conditions. Environmental Construction, Inc. Bidder 13 Au rized Sigwifurelfitle Farid Soroudi / President, Secretary City of Newport Beach GRANT HOWALD PARK REHABILITATION PROJECT Contract No. 7476-2 NON -COLLUSION AFFIDAVIT State of California ) County of Los Angeles ss. Farid Soroudi being first duly sworn, deposes and says that he or she is President and Secretary of Environmental Construction, 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 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 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 CalifQrnia that the farego�jfrg is trueAbd correct. Environmental Construction, Inc. - ! Bidder Aurized Signe re/Title rid Soroudi / President, Secretary L(� Subscribed and sworn to (or affirmed) before me on this_day of 7 „ 29 by Farid Soroudi , 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. r ALAN SAFAEI Notary Public - California , •eP LoskgelesCounty > Notary Public Alan a el �1,1'/Cov-.E, �pires 609[SEAL] 3, 2021 J MyCommission Expires: 3/23/21 14 City of Newport Beach GRANT HOWALD PARK REHABILITATION PROJECT Contract No. 7476-2 DESIGNATION OF SURETIES Bidder's name Environmental Construction; 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): Surety: Vigilant Insurance Company / 202B Hall's Mill Road: Whitehouse Station, NJ 08889 / 908-903-3493 Broker Alliant Insurance Services, Inc. / 1301 Dove Street, Suite 200, Newport Beach, CA 92660 / 949-660-5953 G/L Insurer: Landmark American Insurance Company / 945 East Paces Ferry Road, Suite 1800, Atlanta, GA 30326 1818-772-3826 Broker. Alliant Insurance Services, Inc. / 1301 Dove Street, Suite 200, Newport Beach, CA 92660 / 949-660-5956 Excess Insurer Aspen American Insurance Company / 175 Capital Blvd., Suite 300, Rocky Hill, CT 060671 860-258-3500 Broker: Alliant Insurance Services, Inc. 11301 Dove Street, Suite 200, Newport Beach, CA 92660-2436 / 949-660-5956 Auto Insurer: AmGUARD Insurance Company / 16 South River Street, Wilkes-Barre, PA 18703 / 570-825-9900 Broker: Frank Foroutan Insurance Agency Inc. / 11859 Wilshire Blvd, Suite 685, Los Angeles, CA 90025 / 310-481-4280 W/C Insurer: Cypress Insurance Company / 1314 Douglas Street, Suite 1300, Omaha, NE 68102 / 888-495-8949 Broker: Alliant Insurance Services, Inc. / 1301 Dove Street, Suite 200, Newport Beach, CA 92660-2436 / 949-360-5956 Pollution Insurer: ACE Westchester Surplus Lines Insurance Company / 11575 Great Oaks Way, Suite 200, Alpharetta, GA 30022 / 678-795-4279 Broker: Alliant Insurance Services, Inc. / 1301 Dove Street, Suite 200, Newport Beach, CA 92660-2436 1949-660-5956 15 City of Newport Beach GRANT HOWALD PARK REHABILITATION PROJECT Contract No. 7476-2 CONTRACTOR'S INDUSTRIAL SAFETY RECORD TO ACCOMPANY PROPOSAL Bidder's Name Environmental Construction, Inc. Record Last l=ive (5) Full Years Current Year of Record 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. 16 Current Record Record Record Record Record Year of for for for for for Record 2018 2017 2016 2015 2014 Total 2019 No. of contracts 7 14 9 9 15 67 13 Total dollar Amount of Contracts (in51,332 18,867 22 862 19,659 19,281 38,689 170,690 Thousands of $ No. of fatalities 0 0 0 0 0 0 0 No. of lost Workday Cases 0 1 0 0 0 0 1 No. of lost 0 0 0 0 0 0 0 workday cases involving permanent 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. 16 Legal Business Name of Bidder Environmental Construction, Inc. Business Address: 21550 Oxnard Street, Suite 1060, Woodland Hills, CA 91367 Business Tel. No.: 818-251-0315 State Contractor's License No. and Classification: 498624; A, B, C27, C10, HAZ, ASB Title Farid Soroudi ! President, Secretary 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 Fid Soroudi: r% G - Date Title Presiders%` Signature of hirirlaw'Far' Soroudi: DateZ- Title Secretary Signature of bidder Date Title Signature of bidder Date Title 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. [NOTARY ACKNOWLEDGMENT and CORPORATE SEAL MUST BE ATTACHEDI 17 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 6 _ Fr— 2n2 0 before me, Alan Safaei, Notary Public (insert name and title of the officer) personally appeared Farid Soroudi 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. Signature (Sean) WITNESS my hand and official seal. s i ,A ALAN °AFA_I i f No!ri Public Cahfornia r fi:1 Los Ar, les Canty Commission # 1187609 /� C blrConm E Jira,�f2 ra p^1 Signature (Sean) City of Newport Beach GRANT HOWALD PARK REHABILITATION PROJECT Contract No. 7476-2 ACKNOWLEDGEMENT OF ADDENDA Bidder's name Environmental Construction, Inc. The bidder shall signify receipt of all Addenda here, if any, and attach executed copy of addenda to bid documents: Addendum No. Date Received nature 7 6/4/2020 In City of Newport Beach GRANT HOWALD PARK REHABILITATION PROJECT Contract No. 7476-2 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: Environmental Construction, Inc. Business Address: 21550 Oxnard Street, Suite 1060, Woodland Hiils, CA 91367 Telephone and Fax Number: 818-449-8920 (Phone) / 818-805-3558 (Fax) California State Contractor's License No. and Class: 498624; A, B, C27, C10, HAZ, ASB (REQUIRED AT TIME OF AWARD) Original Date Issued: 1/10/05 Expiration Date: 1131/21 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: Alan Safaei / Estimator 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 Farid Soroudi / President / 21550 Oxnard Street, Suite 1060, Woodland Hills, CA 91 367 / 818-449-8920 Farid Soroudi / Secretary / 21550 Oxnard Street, Suite 1060, Woodland Hills, CA 91 367 / 818-449-8920 Farid Sorcudi / Treasurer / 21550 Oxnard Street, Suite 1060, Woodland Hills, CA 91367 / 818-449-8920 Farid Soroudi / Manager / 21550 Oxnard Street, Suite 1060, Woodland Hills, CA 91367 / 818-449-8920 Corporation organized under the laws of the State of California 19 The dates of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal are as follows: N/A All company, corporate, or fictitious business names used by any principal having interest in this proposal are as follows: Environmental Construction, 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; N/A 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. No 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 co liance (i.e. failure to pay prevailing wage, falsifying certified payrolls, etc.)? Yes No 20 Are any claims or actions unresolved or outstanding? Yes /@ . If yes to any of the above, explain. (Attach additional sheets, if necessary) N/A Failure of the bidder to provide ALL requested information in a complete and accurate manner may be considered non-responsive. Environmental Construction, Inc. Bidder Farid Soroudi (Print name of Owner or President of Corporation/Com party) uthortzed Sigr�/Title President and Secretary Title Date —c-'_� C On it —9_2-010 before me, Alan Safaei , Notary Public, personally appeared Farid Soroudi , 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. WITNESS my hand and official seal. Notary Public inpr r said State My Commission Expires: 3123/21 21 ALAN "FAEl Notary Pubic - Ca ifornia z Los Angeles County i " } i Commission 9 2187609 ° AL0, comm. Expires Mar 23.2D21 21 City of Newport Beach GRANT HOWALD PARK REHABILITATION PROJECT Contract No. 7476-2 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: Pro ert-Casualt . Coverages shall be provided as specified in the Standard Specifications for Public Works 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. 22 GRANT HOWALD PARK REHABILITATION PROJECT CONTRACT NO. 7476-2 THIS CONTRACT FOR PUBLIC WORKS ("Contract") is entered into this 14th day of July, 2020 ("Effective Date"), by and between the CITY OF NEWPORT BEACH, a California municipal corporation and charter city ("City"), and ENVIRONMENTAL CONSTRUCTION, INC., a California corporation ("Contractor"), whose address is 21550 Oxnard St., Suite 1060, Woodland Hills, CA 91367, 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: The work necessary for the completion of this contract consists of various park improvements, including demolition, removal and relocation, earthwork, utilities, hardscape, playground surfacing and equipment, installation of synthetic turf field, irrigation, and all other appurtenances and incidental items needed to complete the work as required by the Contract Documents (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. 7476-2, 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 Four Million Five Hundred Forty Three Thousand Six Hundred Eighty Six Dollars ($4,543,686.00). 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 Farid Soroudi 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. 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 Environmental Construction, Inc. Page 2 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 P.O. Box 1768 Newport Beach, CA 92658 7.3 All notices, demands, requests or approvals from City to Contractor shall be addressed to Contractor at: Attention: Farid Soroudi Environmental Construction, Inc. 21550 Oxnard St., Suite 1060 Woodland Hills, CA 91367 Environmental Construction, 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 VII (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. Environmental Construction, 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 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. 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 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. Environmental Construction, Inc. Page 5 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 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 Environmental Construction, Inc. Page 6 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 seg., 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. 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. Environmental Construction, Inc. Page 7 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. 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. Environmental Construction, Inc. Page 8 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 Attorney's 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] Environmental Construction, 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 OF NEWPORT BEACH, CITY ATTORNEY'S OFFICE a California mu icipal corporation Date: Zr�'2o Date: 'zo/7o t O By: By: C Aaron C. Harp Will O'Ne-ifF City Attorney Mayor ATTEST: Date: 9 9 �- Q c By: Leilani I. Brown City Clerk CONTRACTOR: Environmental Construction, Inc., a California corporation Date: Signed in Counterpart By: Farid Soroudi Chief Executive Officer/Secretary [END OF SIGNATURES] Attachments: Exhibit A — Labor and Materials Payment Bond Exhibit B — Faithful Performance Bond Exhibit C — Insurance Requirements Environmental Construction, 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: Zn'2o By: : Aaron C. Harp City Attorney ATTEST: Date: 23 Leilani I. Brown City Clerk CITY OF NEWPORT BEACH, a California municipal corporation Date: By: Will O'Neill Mayor CONTRACTOR: Environmental Construction, Inc., a California corporation Date: 7773/— 2!2 By: _ Far' Soro eiief Executive Officer/Secretary [END OF SIGNATURES] Attachments: Exhibit A — Labor and Materials Payment Bond Exhibit B — Faithful Performance Bond Exhibit C — Insurance Requirements Environmental Construction, Inc. Page 10 Executed in Duplicate Premium: included in Performance Bond EXHIBIT A CITY OF NEWPORT BEACH BOND NO. 82447716 LABOR AND MATERIALS PAYMENT BOND WHEREAS, the City of Newport Beach, State of California, has awarded to Environmental Construction, Inc. hereinafter designated as the "Principal," a contract for: The work necessary for the completion of this contract consists of various park improvements, including demolition, removal and relocation, earthwork, utilities, hardscape, playground surfacing and equipment, installation of synthetic turf field, irrigation, and all other appurtenances and incidental items needed to complete the work as required by the Contract Documents, 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. NOW, THEREFORE, We the undersigned Principal, and, Vigilant Insurance Company 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 Four Million Five Hundred Forty Three Thousand Six Hundred Eighty Six Dollars ($4,543,686.00) lawful money of the United States of America, said sum being equal to 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. Environmental Construction, Inc. Page A-1 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. 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 31st day of July 20 20 . Environmental Construction, Inc. Name of Contractor (Principal) Vigilant Insurance Company Name of Surety 555 South Flower Street, Third Floor. Los Angeles. CA 90071 Address of Surety (213)612-5511 Telephone APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date: ?.cam By. Aaron C. Harp��a City Attorney ° lthorize ignature/Title Z' Authorized Agent Signature Kim Luu, Attorney -in -Fact Print Name and Title NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED Environmental Construction, 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 Calif rnia County of ii —Iss. On R- 3 , 20 2�� 0 before me, / lji 0 J Notary Public, personally appeared — *Z) Sr�otll� 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 �ALANSAFAl t ti _ NOrBry PUNIC - CaOIC" a , Los 4nge,es County yy' a Cor r!ss .jn 2187E09 .- ^n Nly CoTm. EXC"es Mx 23.2021 nature 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 (seal) County of Orange }ss. On July 31 20 20 before me, Reece Joel Diaz Notary Public, personally appeared Kim Luu 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 and and official seal. 'EEC- JOEL Digo .� No[ar Publir - Cali(orn is Orarge County *� Commissior s 2294772 Signature (seal) Ny C-�-�r. Ezwes J�^. 25. 2C27 f Environmental Construction, Inc. Page A-3 f— HUBB„ Power of Attorney Federal Insurance Company I Vigilant Insurance Company I Pacific Indemnity Company Westchester Fire Insurance Company I ACE American Insurance Company Know All by These Presents, that FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE COMPANY, a New York corporation, PACIFIC INDEMNITY COMPANY, a Wisconsin corporation, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY corporations of the Commonwealth of Pennsylvania, do each hereby constitute and appoint Rhonda C. Abel, Jeri Apodaca, Reece Joel Diaz, Kim Luu, Michael D. Parizi no, Rachelle Rheault, Heather Saltarelli and James A. Schaller of Newport Beach, California ----------------------------------------------------------- each as their true and lawful Attorney -in -Fact to execute under such designation in their names and to affix their corporate seals to and deliver for and on their behalf as surety thereon or otherwise, bonds and undertakings and other writings obligatory in the nature thereof (other than bail bonds) given or executed in the course of business, and any instruments amending or altering the same, and consents to the modification or alteration of any instrument referred to in said bonds or obligations. In Witness Whereof, said FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY have each executed and attested these presents and affixed their corporate seals on this 251h day of March, 2020. &-L� A-)�- OA Dawn \I.t:hitinr.A��ist:uttSc�rctury SiFI Q:P, •d e` STATE OF NEW JERSEY County of Hunterdon Stephen M. II:mt_y. \'ire President *(0Q)T0 On this 25's day of March, 2020 before me, a Notary Public of New Jersey, personally came Dawn M. Chloros and Stephen M. Haney, to me known to be Assistant Secretary and Vice President, respectively, of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY, the companies which executed the foregoing Power of Attorney, and the said Dawn M. Chloros and Stephen M. Haney, being by me duly sworn, severally and each for herself and himself did depose and say that they are Assistant Secretary and Vice President, respectively, of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY and know the corporate seals thereof, that the seals affixed to the foregoing Power of Attorney are such corporate seals and were thereto affixed by authority of said Companies; and that their signatures as such officers were duly affixed and subscribed by like authority. Notarial Seal qOF� KATHERINE R O NEWJ OTMy � NOTARY PUBLIC OF NEW ER3E'Y �•� No. 2318686 ,ypUBlt� Commission Expires July 16, 2024 Notary Pubile NyJ Rg�G CERTIFICATION Resolutions adopted by the Boards of Directors of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY on August 30, 2016; WESTCHESTER FIRE INSURANCE COMPANY on December 11, 2006; and ACE AMERICAN INSURANCE COMPANY on March 20,2009: "RESOLVED, that the following authorizations relate to the execution, for and on behalf of the Company, of bonds, undertakings, recognizances, contracts and other written commitments of the Company entered into in the ordinary course of business (each a "Written Commitment'): (1) Each of the Chairman, the President and the Vice Presidents of the Company is hereby authorized to execute any Written Commitment for and on behalf of the Company, under the seal of the Company or otherwise. (2) Each duly appointed attorney -in -Fact of the Company is hereby authorized to execute any written Commitment for and on behalf of the Company, under the seal of the Company or otherwise, to the extent that such action is authorized by the grant of powers provided for in such person's written appointment as such attorney-in-fact. (3) Each of the Chairman, the President and the Vice Presidents of the Company is hereby authorized, for and on behalf of the Company, to appoint in writing any person the attorney- in-fact of the Company with full power and authority to execute, for and on behalf of the Company, under the seal of the Company or otherwise, such Written Commitments of the Company as may be specified in such written appointment, which specification may be by general type or class of Written Commitments or by specification of one or more particular Written Commitments. (4) Each of the Chairman, the President and the Vice Presidents of the Company is hereby authorized, for and on behalf of the Company, to delegate in writing to any other officer of the Company the authority to execute, for and on behalf of the Company, under the Company's seal or otherwise, such Written Commitments of the Company as are specified in such written delegation, which specification may be by general type or class of Written Commitments or by specification of one or more particular Written Commitments. (5) The signature of any officer or other person executing any Written Commitment or appointment or delegation pursuant to this Resolution, and the seal of the Company, may be affixed by facsimile on such Written Commitment or written appointment or delegation. FURTHER RESOLVED, that the foregoing Resolution shall not be deemed to be an exclusive statement of the powers and authority of officers, employees and other persons to act for and on behalf of the Company, and such Resolution shall not limit or otherwise affect the exercise of any such power or authority otherwise validly granted or vested." 1, Dawn M. Chloros, Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY (the "Companies") do hereby certify that (i) the foregoing Resolutions adopted by the Board of Directors of the Companies are true, correct and in full force and effect, (h) the foregoing Power of Attorney is true, correct and in full force and effect. Given under my hand and seals of said Companies at Whitehouse Station, NJ, this j U L 3 '020 *(Dow 111%' IVU•7-ti-i r`y f 1. a __"- Dawn \I. Chlor(N.:ks i ulnl srvrctal- ' IN THE EVENT YOU WISH TO VERIFY THE AUTHENTICITY OF THIS BOND ORNOTIFY US OF ANY OTHER MATTER, PLEASE CONTACT US AT: Telephone (908) 903-3493 Fax (908) 903- 3656 e-mail: surety@chtibb.com Combined: FED-VIG-PI-WFIC-AAIC (rev. 11-19) Executed in Duplicate EXHIBIT B CITY OF NEWPORT BEACH BOND NO. 82447716 *First $500,000.00 $12.50 Next $2,000,000.00 $8.50 FAITHFUL PERFORMANCE BOND Next $2,043,686.00 $7.50 The premium charges on this Bond is $ 38,578.00 , being at the rate of $ * thousand of the Contract price. WHEREAS, the City of Newport Beach, State of California, has awarded to Environmental Construction, Inc. hereinafter designated as the "Principal," a contract for: The work necessary for the completion of this contract consists of various park improvements, including demolition, removal and relocation, earthwork, utilities, hardscape, playground surfacing and equipment, installation of synthetic turf field, irrigation, and all other appurtenances and incidental items needed to complete the work as required by the Contract Documents, 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 for the faithful performance of the Contract. NOW, THEREFORE, we, the Principal, and Vigilant Insurance Company _, duly authorized to transact business under the laws of the State of California as Surety (hereinafter "Surety"), are held and firmly bound unto the City of Newport Beach, in the sum of Four Million Five Hundred Forty Three Thousand Six Hundred Eighty Six Dollars ($4,543,686.00) lawful money of the United States of America, said sum being equal to 100% of the estimated amount of the Contract, to be paid to the City of Newport Beach, its successors, and assigns; 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 heirs, executors, administrators, successors, or assigns, fail to abide by, and well and truly keep and perform any or all the Work, 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 its true intent and meaning, or fails to indemnify, defend, and save harmless the City of Newport Beach, its officers, employees and agents, as therein stipulated, then, Surety will faithfully perform the same, in an amount not exceeding the sum specified in this Bond; otherwise this obligation shall become null and void. As a part of the obligation secured hereby, and in addition to the face amount specified in this Performance Bond, there shall be included costs and reasonable expenses and fees, including reasonable attorneys' fees, incurred by City, only in the Environmental Construction, Inc. Page B-1 event City is required to bring an action in law or equity against Surety to enforce the obligations of this Bond. Surety, for value received, 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 way affect its obligations on this Bond, and it does hereby waive notice of any such change, extension of time, alterations or additions of the Contract or to the Work or to the specifications. This Faithful Performance Bond shall be extended and maintained by the Principal in full force and effect for one (1) year following the date of formal acceptance of the Project by City. In the event that the Principal 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 Principal and Surety above named, on the 31st day of July --'20 20 . Environmental Construction, Inc. Name of Contractor (Principal) Vigilant Insurance Company Name of Surety 555 South Flower Street, Third Floor, Los Angeles. CA 90071 Address of Surety (213)612-5511 Telephone APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date: 53bg12-oZo A oriz gnaturemtle Authorized Agent Signature Kim Luu, Attorney -in -Fact Print Name and Title BY:— a Aaron C. Harp City Attorney NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED Environmental Construction, Inc. Page B-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 C=2✓a County of )SS. On _ 20 Z LL before me, /,-74*/t/ 5;51A#A 1A1j02Y9/9 7 / k414�i) 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. ALAN SAFA No;. Pubhu _ry C2iitc raj, � Los Arc he' S ouii!y �� :y�r% Commiss^n a 21&?6^9 PAY Ca^',^ rxores ��2' 23.2 21 Signature 17 (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 Orange 1 ss. On July 31 20 20 before me, Reece Joel Diaz Notary Public, personally appeared Kim Luu 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.\_ REECE JOEL DIAZ Notary Public - California orange County [LAY"F\ ,f k Commission # 2294772 My Cor-. Expires Jun 25. 2023 gnature (seal) Environmental Construction, Inc. Page B-3 CHUBEB' Power of Attorney Federal Insurance Company I Vigilant Insurance Company I Pacific Indemnity Company Westchester Fire Insurance Company I ACE American Insurance Company Know All by These Presents, that FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE COMPANY, a New York corporation, PACIFIC INDEMNITY COMPANY, a Wisconsin corporation, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY corporations of the Commonwealth of Pennsylvania, do each hereby constitute and appoint Rhonda C. Abel, Jeri Apodaca, Reece Joel Diaz, Kim LUu, Michael D. Parizi no, Rachelle Rheault, Heather Saltarelli and James A. Schaller of Newport Beach, California ----------------------------------------------------------- each as their true and lawful Attorney -in -Fact to execute under such designation in their names and to affix their corporate seals to and deliver for and on their behalf as surety thereon or otherwise, bonds and undertakings and other writings obligatory in the nature thereof (other than bail bonds) given or executed in the course of business, and any instruments amending or altering the same, and consents to the modification or alteration of any instrument referred to in said bonds or obligations. In Witness Whereof, said FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY have each executed and attested these presents and affixed their corporate seals on this 251s day of March, 2020. lkiwil\LChklrtr.:.:1�,ist:mlSt�rrt:uy' STATE OF NEW JERSEY County of Hunterdon ss. titephen \I. I fancy. Vice President I On this 25'" day of March, 2020 before me, a Notary Public of New Jersey, personally came Dawn M. Chloros and Stephen M. Haney, to me known to be Assistant Secretary and Vice President, respectively, of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY, the companies which executed the foregoing Power of Attorney, and the said Dawn M. Chloros and Stephen M. Haney, being by me duly sworn, severally and each for herself and himself did depose and say that they are Assistant Secretary and Vice President, respectively, of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY and know the corporate seals thereof, that the seals affixed to the foregoing Power of Attorney are such corporate seals and were thereto affixed by authority of said Companies; and that their signatures as such officers were duly affixed and subscribed by like authority. Notarial Seal ��� KATHERINE E R gOTAgy y NOTARY PUBLIC O OF NEW JERSEY ERSEY No.2316686 ,j.PtlBttG Commisalon Expires July 16, 2024 Notary Public J R9� CERTIFICATION Resolutions adopted by the Boards of Directors of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY on August 30, 2016; WESTCHESTER FIRE INSURANCE COMPANY on December 11, 2006; and ACE AMERICAN INSURANCE COMPANY on March 20,2009: "RESOLVED, that the following authorizations relate to the execution, for and on behalf of the Company, of bonds, undertakings, recognizances, contracts and other written commitments of the Company entered into in the ordinary course of business (each a "Written Commitment'): (1) Each of the Chairman, the President and the Vice Presidents of the Company is hereby authorized to execute any Written Commitment for and on behalf of the Company, under the seal of the Company or otherwise. (2) Each duly appointed attorney-in-fact of the Company is hereby authorized to execute any Written Commitment for and on behalf of the Company, under the seal of the Company or otherwise, to the extent that such action is authorized by the grant of powers provided for in such person's written appointment as such attorney-in-fact. (3) Each of the Chairman, the President and the Vice Presidents of the Company is hereby authorized, for and on behalf of the Company, to appoint in writing any person the attorney- in-fact of the Company with full power and authority to execute, for and on behalf of the Company, under the seal of the Company or otherwise, such Written Commitments of the Company as may be specified in such written appointment, which specification may be by general type or class of Written Commitments or by specification of one or more particular Written Commitments. (4) Each of the Chairman, the President and the Vice Presidents of the Company is hereby authorized, for and on behalf of the Company, to delegate in writing to any other officer of the Company the authority to execute, for and on behalf of the Company, under the Company's seal or otherwise, such Written Commitments of the Company as are specified in such written delegation, which specification may be by general type or class of Written Commitments or by specification of one or more particular Written Commitments. (5) The signature of any officer or other person executing any Written Commitment or appointment or delegation pursuant to this Resolution, and the seal of the Company, may be affixed by facsimile on such Written Commitment or written appointment or delegation. FURTHER RESOLVED, that the foregoing Resolution shall not be deemed to be an exclusive statement of the powers and authority of officers, employees and other persons to act for and on behalf of the Company, and such Resolution shall not limit or otherwise affect the exercise of any such power or authority otherwise validly granted or vested." I, Dawn M. Chloros, Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY (the "Companies") do hereby certify that (i) the foregoing Resolutions adopted by the Board of Directors of the Companies are true, correct and in full force and effect, (ii) the foregoing Power of Attorney is true, correct and in full force and effect. Given under my hand and seals of said Companies at Whitehouse Station, NJ, this J U L 3 1 '1010 *(00)10c) QXLW_Q 6 - aqtxb Davit \I Chloros. Assistant IN THE EVENT YOU WISH TO VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER, PLEASE CONTACT US AT: Telephone (908) 903-3493 Fax(908)903-3656 e-mail: stirety@chubb.com Combined: FED-VIG-PI-WFIC-AAIC (rev. 11-19) EXHIBIT C INSURANCE REQUIREMENTS — PUBLIC WORKS AND CONSTRUCTION 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, Section 3700 of the Labor Code. 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 elected or appointed officers, agents, officials, employees and volunteers. Contractor shall submit to City, along with the certificate of insurance, a Waiver of Subrogation endorsement in favor of City, its elected or appointed officers, agents, officials, employees and volunteers. B. General Liability Insurance. Contractor shall maintain commercial general liability insurance, and if necessary umbrella liability insurance, with coverage at least as broad as provided by Insurance Services Office form CG 00 01, in an amount not less than one million dollars ($1,000,000) per occurrence, two million dollars ($2,000,000) general aggregate and two million dollars ($2,000,000) completed operations aggregate. The policy shall cover liability arising from premises, operations, products -completed operations, personal and advertising injury, and liability assumed under an Environmental Construction, Inc. Page C-1 insured contract (including the tort liability of another assumed in a business contract). 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. 4. Other Insurance Requirements. The policies are to contain, or be endorsed to A. Waiver of Subrogation. All insurance coverage maintained or procured pursuant to this Contract shall be endorsed to waive subrogation against City, its elected or appointed officers, agents, officials, employees and volunteers 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, products and completed operations, excess liability, pollution liability, and automobile liability, if required, shall provide or be endorsed to provide that City, its elected or appointed officers, agents, officials, employees and volunteers 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 elected or appointed officers, agents, officials, employees and volunteers. 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 required coverage except Builders Risk Insurance, which shall contain an endorsement with said required notices. 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 the executed documents referenced in this Contract must be returned to City within ten Environmental Construction, Inc. Page C-2 (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 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 Environmental Construction, Inc. Page C-3 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 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. Environmental Construction, Inc. Page C-4 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. Environmental Construction, Inc. Page C-5 City of Newport Beach GRANT HOWALD PARK REHABILITATION PROJECT Contract No. 7476-2 PROPOSAL (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 Gentlemen: The undersigned declares that he 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. 7476-2 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: Date 818-449-8920 (Phone) / 818-805-3558 (Fax) Bidder's Telephone and Fax Numbers 498624; A, B, C27, C10, HAZ, ASB Bidder's License No(s). and Classification (s) 1000009515 DIR Registration Number Environmental Construction, Inc. biaaer.Rid- der's Autf 6iized Signature and Title and Soroudi / President, Secretary 21550 Oxnard Street, Suite 1060, Woodland Hills, CA 913( Bidder's Address Bidder's email address: estimating@environcon.com PR -1 City of Newport Beach Page I Grant Howald Park Rehabilitation Project (7476-2), bidding on June 12; 2020 10 00 AM (Pacific) Printed 06/1212020 Bid Results Bidder Details Vendor Name Environmental Construction, Inc. Address 21550 Oxnard Street. Suite 1060 Woodland Hills, CA 91367 United States Respondee Aria Soroudi Respondee Title Project Engineer Phone 818-449-8920 Ext. Email estimating@environcon.com Vendor Type CADIR License # 498624 CADIR 1000009515 Bid Detail Bid Format Electronic Submitted June 12, 2020 9:55:46 AM (Pacific) Delivery Method Bid Responsive Bid Status Submitted Confirmation # 215591 Ranking 0 Respondee Comment Buyer Comment Attachments File Title File Name File Type BID SUBMITALL C-7476-2 Environmental Construction Inc BID SUBMITALL C-7476-2 Environmental Construction General Attachment Inc.pdf BID BOND C-7476-2 Environmental Construction Inc BID BOND 0-7476-2 Environmental Construction Inc.pdf Bid Bond Line Items Type Item Code UOM Qty Unit Price Line Total Comment Section 1 I Project Start Up LS 1 $360,070,00 $360:070 00 2 Demolition .' Removal / Relocation LS 1 $183;100,00 $183,100.00 3 Earthwork 1 Grading ' Drainage LS 1 $217;349.00 $217,34900 4 Utilities LS 1 $27,048.00 $27,04800 5 Site Lighting Electrical LS 1 $420:882.00 $420:882.00 City of Newport Beach Page 2 Grant Howald Park Rehabilitation Project (7476-2), bidding on June 12, 2020 10 OG AM (Pacific) Printed 06/1212020 Bid Results Type Item Code UOM Qty Unit Price Line Total Comment 6 Hardscape LS 1 $706,560.00 $706:560.00 7 Tot Lot LS 1 $558,380.00 $558,380.00 8 Fencing LS 1 $486,152.00 $486.,152.00 9 Site Furnishings LS 1 $433512.00 $433.512.00 10 Restroom Building LS 1 $67,833.00 $6783300 11 Synthetic Turf Field LS 1 $620:578.00 $620,578.00 12 Irrigation LS 1 $110,646.00 $110,64600 13 Landscape LS 1 $126,819.00 $126.819.00 14 Landscape Maintenance and Planet Etablishment LS 1 $4,000.00 $4:000.00 15 As -Built Drawings Fixed 1 $5.000.00 $5:000.00 16 SCE I AT&T Improvements LS 1 $215,757.00 $215,757.00 Subtotal $4,543,686.00 Total $4,543,686.00 Subcontractors Name & Address Description License Num CADIR Amount Type SpectraTurf Rubberized Surfacing 854429 1000002615 $68,720.00 CADIR 555 S. Promenade Ave #103 Corona, CA 92879 United States Tot Lot Pros Play Equipment Installer 967975 1000002374 $41,750.00 14660 Mallory Dr. Fontana, CA 92335 United States Electro Construction Corp Electrical 95881 1000004159 $478,218.00 2225 Windsor Avenue Altadena, CA 91011 United States FieldTurf USA, Inc. Synthetic Turf 849044 1000004625 $336.245.34 7445 COTE-DE-LIESSE MONTREAL QUEBEC H4T 'G2 Canada City of Newport Beach Grant Howald Park Rehabilitation Project (7476-2), bidding on June 12; 2020 10:00 AM (Pacific) Bid Results Name & Address Eide Industries Inc 16215 PIUMA AVE CERRITOS, CA 90703 United States IN - LINE FENCE & RAILING COMPANY INC P O BOX 2637 RAMONA, CA 92065 United States Description License Num Shade Structure Installer 211771 Fencing 769516 CADIR 1000001648 1600002605 Page 3 Printed 06/12/2020 Amount Type $210,000.00 $441.957.00 DBE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT r(�, v \���ORN/ �1 D ADDENDUM NO. 1 GRANT HOWALD PARK REHABILITATION CONTRACTNO, 7476-2 DATE: `1 Zo '1-D BY: A 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. PRE-BID QUESTIONS: Q1: Is there a minimum self -performance percentage for prime contractors? If so, are any bid items "specialty items" excluded from that requirement? Al: Per the 2018 Greenbook, Section 2-3.2 Self Performance: "The Contractor shall perform, with its own organization, Contract work amounting to at least 50 percent of the Contract Price except that any designated "Specialty Items" may be performed by subcontract and the amount of any such "Specialty Items" so performed will be deducted" from the Contract Price before computing the amount required to be performed by the Contractor with its own organization. Specialty items are as follows: • Synthetic Turf System installation. Sub -base and drainage system shall be "self - performed" by the GC. • Playground Equipment shall be installed by LSI Certified Installer. • Playground Rubber Surfacing shall be installed by surfacing manufacturer. • Sports Field LED Lights shall be installed by Musco. • Shade Structures shall be installed by shade manufacturer. Q2: What is the field layout for the synthetic turf field? What sports field markings need to be considered? A2: No field layout for synthetic turf field. City will paint temporary striping as needed for field sizes on an as -needed basis. Q3: Will there be a center logo or end zone lettering on the synthetic turf field? If so, how many colors, how large will the logo and/or letters be? A3: No. See previous question response. Q4: Confirm if the logos and field markings should be tufted in where possible. Where tufted lines are not possible, confirm if the lines will be inlaid - using adhesive or thread to secure (please indicate preferred method). If lines are not to be tufted in or inlaid, will they be painted? Will the painted lines be the responsibility of the contractor or the owner? A4: No logo or field markings. Field lines will be painted, as the responsibility of the owner. Q5: I was hoping you can provide clarification on the murals? We would like to have clarification on the quantity and dimensions of the art materials, Unfortunately, we can't find cailouts for the overall size(s) and quantity of the tile murals. The only place they're mentioned are on sheet L - 2.08, 1 count 9 murals each 9' X 18", is this correct? Artisans tile the supplier of the material say they had different quantities provided by RJM designs. A5: The seat wall itself is 84.4' long. The tile portion is 81' long by 18" high (centered on the wall). That equates to 54 art panels (grid of 9 individual tiles) set continuously side by side. 06: Per Page 10 of the Master Format Contract: FAILURE OF THE BIDDER TO PROVIDE ALL REQUIRED INFORMATION IN A COMPLETE AND ACCURATE MANNER MAY BE CONSIDERED NON-RESPONSIVE. For all public agency projects you have worked on (or are currently working on) that involve direct experience in preparing a drainage base for synthetic turf sports fields and include the installation of a minimum of 5 such base systems for Soccer or Football in California during the past 3 years, with a minimum size of 60,000 SF per field in excess of $150,000 per project, please provide the following information: Please advise if this requirement is for the Prime Contractors bidding on this job or for the subcontractors they use? A6: This requirement in question is meant for the prime contractor or subcontractor that will be preparing the ground work for the synthetic turf product including, but not limited to, the grading, base, drainage, etc. Q7: Do we need to submit the original bid bond to the city clerk's office before bid time or just upload it. A7: Original bid bonds shall be submitted to the City Clerk's office prior to bid open time. Electronic submissions will not be accepted. Q8: Reference: Sample Contract - Exhibit C, 3, Pages C1-C2 Please confirm that the insurance coverage required under item 3 is only as listed in the black -type paragraphs, A, B & C, and that the coverages in the greyed -out paragraphs, D, E & F, are not applicable to this project. A8: Confirmed. Q9: Please advise if there are aspirational or mandatory goals for DN/M/WBE business use on this project. A9: This project does not have mandatory requirements for D/V/M/WBE business use. Q10: Please provide a copy of the non -mandatory pre-bid meeting sign -in sheet. A10: See Attachment C. SPECIFICATION CLARIFICATIONS 1 REVISIONS: A. Under CSI Section 32 12 9310 Artificial Grass Fieldturf FTRV360-1: Revolution 360, Part 1, 1.4 Submittals, J, the following text shall be added: Following completion of the turf installation, Contractor shall be responsible for securing the services of Sports Labs USA or approved certified laboratory equal to provide Gmax testing at the 10 locations prescribed in ASTM F1936. A maximum Gmax reading shall be under 175g's for the installation to be accepted in this regard, and for the life of the warranty. Contact: Jeff Gentile, Director of Operations. Sports Labs USA (603) 715 5453, Jeffg@SportsLabsUSA.com B. Under Section 313 Playground Equipment Installation, after the bold text "playground equipment installation must be performed by a Landscape Structures "Certified" Installer. Contact Landscape Structures for a list of certified installers". The following text shall be added: Certified Installers May Include: I. Tot Lot Pros —Travis Hurst— Travis@totlotpros.com — 909-350-9500 2. Cicero Engineering — Frank Cicero — fcicero@ciceroengineering.com — 562- 762-5147 3. Play Foundations —Jack Cox —jack@playfoundations.com — 760-420-9689 Add the following: Contractor shall be responsible for contacting Coast Recreation for current list of Certified Installers during the bid period. Contractor shall verify correct footing sizes for all play equipment specified on plans during the bid period. PLAN CLARIFICATIONS / REVISIONS: A. Parking Lot North of Tennis Courts The following work and allowance shall be added to the contract drawings: Contractor shall be responsible for grinding and patching existing asphalt where ponding occurs with a fine 3/8" mix prior to seal coating. Contractor shall feather in patches as to not change the overall drainage grade and slope of the parking lot. Contractor shall provide a lump sum allowance of $5,000 and 10 tons of 3/8" mix for all work to complete this item. See AftchinentA B. Restroom Building Wood Repair Per Detail 1, Sheet L-2.13 The following note shall be added to the contract drawings: Any and all wood members with dry rot shall be removed with hand tools, patched with Wood Wonder by Ganahl, sanded and finished to match all other members. Apply stain/paint per manufacturers recommendations to all members as indicated on plans. C. Turf Planting Limits at Tot Lot Per Planting Plan Sheet L-5.02 The attached plan sheet shall replace the bid set plan sheet. All areas within limit of grading in tot lot area not indicated with shrubs or turf, shall be sodded with new turf to match / replace existing due to construction and grading operations. Limits of new / repaired turf shall extend minimum 2' beyond limit of grading work. Shrubs shall be added in the area between the roller slide and the northeast set of stairs, closest to the 5-12 tot lot area. Following completion of rough grade in tot lot area, contractor to provide chalk marks on grade to indicate perimeter limits of proposed hardscape improvements for City Arborist's review regarding work to be performed around existing trees. Contractor shall provide 48-hour notice of when chalk outlines will be available for City review. Shrub plant materials noted below shall be provided as "columns" • Podocarpus gracilior (S-6) • Prunus caroliniana 'Bright `n Tight' (S-7) Tree material noted below shall be provided as "standards" • Geijera parviflora • Arbutus marina • Quercus agrifolia See AftachmentB. This sheet sha//gyp/ace the bid set sbeetL-5 02 D. Mosaic Tile Retaining Wall Art Tile Quantities And Layout Per Detail 3, Sheet L-2.08 The following corrections shall be made: Length of 24" High Mosaic Tile Retaining Wall = 84'-6" long by 24" high Mosaic Tile Art Mural shall be centered on wall with a minimum 18" clear each side. Length of Mosaic Tile Art Mural = 81 linear feet by 18" high (includes 1/8" grout lines between 6"x6" square tiles) The following notes shall be added: Tile Art Mural is comprised of 486 individual tiles laid in 3 rows by 162 columns. SUBSTITUTION REQUESTS: All substitution requests received during the bidding period are listed below: along with the City's determination based on the product information submitted. Bid Item Specified Product No. 7 Tot Turf 7 Tot Turf 9 Eide Industries, Inc 11 FieldTurf Product Substitution Requested Approved as Equal? Flexground Surfaces, Inc- Yes* SpectraTurf, Inc. Yes** USA Shade & Fabric Structures No a d/b/a of Shade Structures, Inc. Shaw Sports Turf No *.See AftachinentD for appro vedproduct subsfitufion form **.See AftachmentEfor a roved roductsubsStution farm GENERAL ITEMS; A. Existing Plant Material Existing plant material south of the tennis courts where grading operations and new decomposed granite walkways shall be installed, shall be reviewed with the City Landscape and Maintenance Departments for plant material salvage prior to demolition and disposal. 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. Environmental Construction, Inc. Bidder's Name (Please Print) Date Ayt6rized S114 nature $ Title Favid Soroudi ; President, Secretary " o o= " N p 3 V rZ w N3 O n F' N w " n 7 fD' Q_ -Z -O N rr x a vCi (r0 (D rn-r m W Lp o Nv `D7 m O N N fD mO 7O w < 0 Oo0 77 >vw N � v °w ° CL - �ipn <N fD ID - nvS flO D3 O(� O vCi O r-' p rt n" r�irt C w w = T w r w `^ (D N x' w 000 j D_ (p 0 N jO I rt N = i D n N A W I--� Ol N W O `f-� O A O Ut V A O IVO :3 41 W Ol N W `P 00 ) w A A - a F-� Ol O F-' N 01 00 00 V lD p0 00 �p V V V A N W N V N L" N 00 Ol W W W N V N m (D (rtD O O (D O_ w 7 O [n O_ (D (D w � O 0L -1 n N N n p p N c ° n ° n o o-0 ° h ° p N a o p 0 `+ 2 ID O C � O p N rr- p ,'^i O Cn rt V( - 7 W r9 O\ rt Vl p 3 3 _w �- (D ]O 7 (D O i W \ \ \ N O W O N \ H \ \ \ \ \ Go \ W \ N \ N \ '\ \ In O w a N O N O N O v O N O N OO N N O \ N N O p 00 00 W IOkD H to ID ILO O F, N O rD n (D r o C n n -a 0n o n _ N Gn Nm �fD d o� O FFm c { m „ o O (0DD ° w S n j r cO < w ° [ m o D n o C O r o D 00 m N 3 7 L C3C p' Oq O C N DC � C o m (D n Q o w n - w O an < O (D O N A D w N O n O T. ID (�D D p n p O 0 vi ° h :3 G Cv n ((D pi w (D (D - D O 3 °� w D �; n z 7 N w - v O C °. O_ N p w 7 O (D y S IO V N w N Ui N N W ID Ln N N Ln I-` 61 N N N Ul S IO N V W 00 A In 01 co (O In V0 W O ID Z N 00 V Ul F-` O T W T W W 0) A In N w NC LU ul A Ln m W A O 0) Ln H� H I~O (D 07 00 N 00 N V N W A 0 U Miguel Macias 13925 Prichard St., La Puente Ca,, 94745 (818) 822-0700 mmacias@environcon.com CONSTRUCTION MANAGE'RISUPERINTENDENT EXPERIENCE More Than 20 years in construction supervision, Including takeoffs, estimating, budgeting, contracting, and purchasing. Experience in full on-site construction management and land development; effectively schedule, monitor, and inspect ail work from start to customer orientation. Work effectively with architects, engineers, developers, subcontractor, inspectors, City officials, and agent representatives. EMPLOYMENT 1) Environmental Construction, Inc., Woodland Hills, Ca., 1/93- Present Superintendent Responsible for contractors and all activities on site project. Schedule, monitor, and inspect all work from start to customer orientation. Safety Officer, bilingual (English/Spanish] Projects Performed January 2016 - Present Corvallis Middle School 11032 E. Leff ingwell Road Norwalk Ca., 90650 Norwalk - La Mirada Unified School District $6,260,786.00 Contact: NLMUSi) Lorenzo Kohn 562 868-9014 Cell :562 210-40144 DSA Insp. Bobby Gaw : 562: 277-4200 Work to be done; Installation of shade structures, remodeling of parking lot and instailing new parking lots, new turf fields, new site lighting, paving, pavers, and playground reconstruction, new play and exercise equipment, installation of a marquee sign. April 17th 2017 - January 2018 Sandalwood Street Storrndrain Pump- Station Upgrades 16489 Sanda(wood St. Fountain Valley Ca., 92708 City of Fountain Valley Contact: Glen Deiter 53,196,686.08 Cell: (949) 751.-9205 Work to be done: Replace Existing Pumps, Replace Natural Gas Engines, Replace Right -Angle Gear Drive, replace discharge piping, Remove and replace roof, Reconstruct Access Gates, Stucco Coat Engine house and Station Perimeter Wall Remove & replace exisitng Asphalt Paving and regrade site, Replace Pump Station doors, Replace Sump grating and Ladders, Replace trash rack, Replace Natural gas and cooling water lines, Restore Original Westmont Track Sign, Underground Existing Power, Eliminate Dual Power Service, Removal and replace of electrical equipment, Control and lighting; Install Synthetic Lawn System, Construct Urban Run -Off Sewer Diversion, Asbestos Removal, Floor plate modifications, Install new water service, Sump Misting System, Driveway, Sidewalk, and Strret Paving, Sump Pump Replacement, Install Sound Paneling, Epoxy Coating Floor, Tree Removal, Temporary Pumping, Fiber Optic Cable Relocation, Existing PLC?RTU panel, and Fiber Optic Patch Panel, Relocatlon and Modlflcation, Control Room Addition. October 2016 - tune 2D17 Big Canyon Restoration 1855 Jamboree Rd. Newport Beach Ca., 92660 City Of Newport Beach Contact: CNB Inspector Tom Legault $1,782,230.00 Cell; 949 677-0669 Work to be Done: Preparing SWPPP and implementing erosion control measures, clearing and grubbing, stockpiling woody material for mulching, identifying and removing trees, stockpiling top soil, grading, constructing temporary surface water diversion, controlling groundwater, storm water drainage piping and structures, Installing a Water Quality unit, installing special soil mixture, constructing a clean water bypass manhole and piping, concrete stilling pool, slope protection and stilling basin end wall, concrete retaining walls, floodplain improvement and habitat restoration, CBM, PCC, DG access road and trails, entry gate, Irrigation and landscape. November 2015 - September 2016 Yorba Linda High School Park 4175 Fairmont Blvd. Yorba Linda Ca., 92886 City of Yorba Unda & Placentia-Yorba Linda Unified School District $6,089,214.17 CYL Inspector: Brad Skeene 714 984-4491 Mork to be Done: project involves the construction of improvements For an approximately 17 -acre park site to include: Restroom/storage building, clearing and grubbing, site grading, site dralnage, domestic water system, sanitary sewerage system electrical service and distribution, concrete and asphalt pavement construction, concrete block, picnic shade, trash enclosures, themed children's playground, picnic areas, parking lot, pedestrian walkways/plaza areas, security and parking Int lighting, soccer fields and baseball fields. Work to be Done: Clear and grub, grading, rehabilitate and abandoned groundwater recharge spreading grounds, four ponds, diversion structures, conveyance from San Antonio Creek to ponds, water pollution control, shoring and workers safety, excavation rock riprap, filter blankets, pre -cast concrete structures, flow mater and appurtenances, barbed wirefence, pipe bollards, precast manholes, landscape. April - August 2013 Yorba Linda Pump Station 19555 Yorba Linda Blvd_, Yorba Linda Ca_, 92886 Yorba Linda Water District Contact: Bill McCue YLWD Inspector $1,781,179.00 Cell: 714 448-0156 Workto be Done: Demolition, temporary storage and staging, remove/replace hardscape, construct new complete pumps building that includes: Sea Vertical turbine pumps, gate valves, Butterfly valves, pressure relief valves, misc. piping, electric motors, conetrol valves, CML & steel pipe, compressor gear pump, 20" suction and discharge pipeline, ect., all site electric, AC pavement, fencing, welding, and all site work. January 2015 - November 2015 Helen Keller Park Remedlation 1045 West 125th Street Los Angeles Ca., 90044 County of Los Angeles (Department of Public Works) $3,897,055.00 Ryan Kristan:DWP 626 300-3271 Work to be Done: Gearing and grubbing, hazardous waste materials removals "lead, copper and asbestos", grading, installation of playgrounds, concrete and decomposed granite walks and paths, Baseball field, :fighting, exercise area, children's playground, parking lot fences and gates, Irrigation, landscaping. January 2014 - January 2015 Sunset Ridge Park 4850 West Coast Hwy., Newport Beach Ca., 92660 City of Newport Beach City Contact: Marcus Puglisi $5,615,476.00 Cell Phone: {949) 795-6942 Work to be Done: clearing and grubbing, site demolition, erosion control, grading, storm drainage and sewer system, reclaimed and domestic water services, complete restroom building, trellis, color concrete and DG walkways, concrete interocking pavers cast -in-place concrete seat walls, CMU retaining walls, CMU sound walls, verdura modular walls, complete baseball field with soccer overlay, children's playground, irrigation and landscape, site electricity, walkway light bollards September 2013- March 2014 San Antonio Creek Spreading Grounds Rehabilitation 2 miles north of Ojai "Intersection of Grand Ave. and Fordyce Road Ventura County (VCWPD) $1,667,000.00 inspector: Don 805 758-8689 Work to be Done: Clear and grub, grading, rehabilitate and abandoned groundwater recharge spreading grounds, four ponds, diversion structures, conveyance from San Antonio Creek to ponds, water pollution control, shoring and workers safety, excavation rock riprap, filter blankets, pre -cast concrete structures, flow mater and appurtenances, barbed wire fence, pipe bollards, precast manholes, landscape. April - August 2013 Yorba Linda Pump Station 19555 Yorba Linda Blvd-, Yorba Linda Ca., 92886 Yorba Linda Water District Contact: Bill McCue YLWD Inspector $1,781,179.00 Cel?: 714 448-0156 Work to be Done: Demolition, temporary storage and staging, remove/replace hardscape, construct new complete pumps building that includes: 3ea Vertical turbine pumps, gate valves, Butterfly valves, pressure relief valves, mist. piping, electric motors, conctrol valves, CML & steel pipe, compressor gear pump, ZC" suction and discharge pipeline, ect., all site electric, AC pavement, fencing, welding, and all site work, February 2012 - February 2013 Anaheim Convention Center "Grand Plaza" 800 W. Katella Ave. Anaheim Ca., 92805 City of Anaheim California $15,850,669.95 Work to be Done: construction of concrete plaza and traffic circle. Includes; demolition of existing infrastructures, clearing and grubbing, utilities relocation, storm drain improvements, construction of curb and gutter, sidewalks, access ramps, integral color concrete pavement, "Lithocrete" color concrete plaza, Asphalt concrete roadway, pavers concrete seat walls, entry sign monument, water features " 3ea fountains", retractable bollards, banner poles, arbor structures, conduit for fiber, CAN cable, electrical services, street lighting, pedestrian lights, palm lighting, "river of lights", lighted bollards, surface mount linear LED, Landscape, Irrigation, traffic control, traffic signal modifications. September 2011- June 2012 Lower Buck gully 1.330 East Coast Highway Newport Beach Ca., 92886 City of Newport Beach $1,210,329.29 NPi3 Inspector: Marcus Pugiisi Work to be Done: clear and grub existing vegetation, remove and dispose unclassified soil, construct access road, construct Gabion structures, construct Bendway Weir structures, install rip -rap, grade jab site, install irrigation and landscape. August 2009 - September 2011 Santa Ynez Reservoir 2351 Palisades Drive, Los Angeles Ca., Department of Water and Power (DWl ) $16,991,160.63 DWP Sadru M. 213 367-1000 Work to de bone: construct new Water Softener System with pumps, hydraulic equipent Sumersible mixers, analizersm diffusers, sumersible pumps, 60" Magrneter, Inlet Vault with: 42"CTRL & steel pipe, 42" Duckbill Check Valve, 42" BFV, chemical piping vaults, water softener with CPUC valves and piping, rinse water line, site hardscape, electricity, site lighting, site cameras, irrigation & Landscape. 2Q07 - May 2008 Propeller Aircraft Aviation Van Nuys Airport $1,900,750.00 2007 Santiago Canyon College "Softball Facility" 8045 E Chapman Ave. Grange Ca., 92869 School District $2,325, 657.00 2007 Marshland Joint Water Pollution Plant 24501 S. Figueroa Street Carson Ca,, City of Carson $1,775,734.00 2006 Norco Channel Facility $1,200,540.00 2005 Stephen Sorensen Park 1.6801 E Ave. P Lake Los Angeles Ca., 93535 County of Los Angeles $1,257,773.00 2000-2004 Moreno Valley School District Roosevelt Park 7600 Graham Ave. Los Angeles Ca., 90001 Schabarum Park 17250 Colima Rd,. Rowland Heights Ca., 91748 $3,435,356.00 $1,345,254.00 $1,935,245,00 2) Bullet Construction, Burbank Ca., 1990-1992 Concrete Foreman Schedule, monitor, and irspect of jobsite, Layout, Pouring, finishing, estimating and purchasing. Residential Work 3) Foundation Construction, Carson Ca., 1986-1990 Leadsman /Laborer Concrete decking and foundations Residential Work EDUCATION I.,- Jordan High School, Watts Ca., 1989 2.- Complete Management development programs 3.- Scheduling and Management for Project Managers From: Reyes, Raymund To: Moroan, Shelby Subject: FW: Compliance Alert -Vendor Number FV00000204 Date: Thursday, August 20, 2020 7:28:57 AM -----Original Message ----- From: Customer Service <customerservice@ebix.com> Sent: Wednesday, August 19, 2020 5:35 PM To: Reyes, Raymund <rreyes@newportbeachca.gov>; Insurance <insurance@newportbeachca.gov> Cc: sagar@ebix.com Subject: Compliance Alert -Vendor Number FV00000204 [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. This Account has moved from non-compliant to COMPLIANT status and is currently in compliance for certificate of insurance requirements. FV00000204 Environmental Construction, Inc. Sent by Ebix, designated insurance certificate reviewer for the City of Newport Beach. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PROJECT MANUAL FOR THE PROPOSED IMPROVEMENTS FOR: GRANT HOWALD PARK REHABILITATION PROJECT NO. 19P11 CONTRACT NO. C-7476-2 April 2020 PO U ? 2 ORN�P PREPARED BY: V�1DSCgpEq� 2y�0 �NSACH /,0F N U� s oY J � SIBnaNre � V 081312021 v Renewal Da[e Nq� A282020 RJM Design Group, Inc. 31591 Camino Capistrano San Juan Capistrano, California 92675 (949) 493-2600 TABLE OF CONTENTS 1. GENERAL PROVISIONS PART 1 — SPECIAL PROVISIONS SECTION 1 — TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND SYMBOLS 1-2 TERMS AND DEFINITIONS 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 2-10 PRODUCT REQUIREMENTS 2-10.2 Substitutions 2-10.1 Substitution Request Form 2-11 SHOP DRAWINGS 2-12 SUBMITTALS 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 SECTION 6 - PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK 6-1.1 Construction Schedule 6-7 TIME OF COMPLETION 6-7.1 General 6-8 COMPLETION, ACCEPTANCE, AND WARRANTY 6-9 LIQUIDATED DAMAGES SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR 7-1 THE CONTRACTOR'S EQUIPMENT AND FACILIITIES 7-1.2 Temporary Utility Services 7-2 LABOR 7-2.2 Prevailing Wages 7-7 COOPERATION AND COLLATERAL WORK 7-8 WORK SITE MAINTENANCE 7-8.4 Storage of Equipment and Materials 7-8.4.2 Storage in Public Streets 7-8.5 Sanitary Sewers 7-8.5.2 Sewage Bypass and Pumping Plan 7-8.6 Water Pollution Control 7-8.6.2 Best Management Practices (BMPs) 7-8.6.3 Storm Water Pollution Prevention Plan (SWPPP) 7-10 SAFETY 7-10.3 Haul Routes 7-10.4 Safety 7-10.4.1 Work Site Safety 7-10.5 Security and Protective Devices 7-10.5.3 Steel Plate Covers SECTION 9 - MEASUREMENT AND PAYMENT 9-2 LUMP SUM WORK 9-3 PAYMENT 9-3.1 General 9-3.2 Partial and Final Payment 2. TECHNICAL SPECIFICATIONS (GREENBOOK) CONSUL TMENT AMENDMENTS FOR ALL SITE CONSTRUCTION WITH THE EXCEPTION OF CSI SPECIFICATIONS PART 2 — CONSTRUCTION MATERIALS SECTION 200 — ROCK MATERIALS SECTION 201 — CONCRETE MORTAR AND RELATED MATERIALS SECTION 202 — MASONRY MATERIALS SECTION 203 — BITUMINOUS MATERIALS SECTION 206 — MISCELLANEOUS METAL ITEMS SECTION 207 — GRAVITY PIPE SECTION 210 — PAINT AND PROTECTIVE COATINGS SECTION 211 — SOIL AND AGGREGATE TESTS SECTION 212 — WATER AND SEWER SYSTEM VALVES AND APPURTENANCES SECTION 213 — ENGINEERING GEOSYNTHETICS PART 3 — CONSTRUCTION METHODS SECTION 300 — EARTHWORK SECTION 301 — SUBGRADE PREPARATION, TREATED MATERIALS AND PLACEMENT OF BASE MATERIALS SECTION 302 — ROADWAY SURFACING SECTION 302 — ROADWAY SURFACING SECTION 303 — CONCRETE AND MASONRY CONSTRUCTION SECTION 304 — METAL FABRICATION AND CONSTRUCTION SECTION 306 — OPEN TRENCH CONDUIT CONSTRUCTION SECTION 310 — PAINTING SECTION 313 — PLAYGROUND EQUIPMENT INSTALLATION SECTION 314 — TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS PART 6 - TEMPORARY TRAFFIC CONTROL PART 8 - LANDSCAPE AND IRRIGATION 3. TECHNICAL SPECIFICATIONS (CSI) C. S. I. FORMAT SPECIFICATIONS FOR: SECTION 01 71 23.10 SECTION 32 11 16.17 SECTION 32 12 93.10 SECTION 32 93 44 SECTION 02 88 0 SECTION 02 79 0 SECTION 32 18 16.13 SECTION 13 31 23 SECTION 26 05 00 SECTION 26 05 01 SECTION 26 05 33 SECTION 26 50 00 CONFORMANCE SURVEYING SYNTHETIC TURF BASE COURSE ARTIFICIAL GRASS FIELDTURF (FTRV360-1: REVOLUTION 360) PALM TREE PLANTING PLAYGROUND EQUIPMENT PLAYGROUND SURFACING PLAYGROUND SURFACING TENSIONED FABRIC STRUCTURES ELECTRICAL GENERAL PROVISIONS ELECTRICAL MATERIALS AND METHODS CONDUIT AND WIRE LIGHTING FIXTURES 4. APPENDIX A PROJECT GEOTECHNICAL REPORT BY GMU GEOTECHNICAL, INC., DATED FEBRUARY 5, 2020 (REVISED MARCH 10, 2020) ADDENDUM GEOTECHNICAL RECOMMENDATIONS, DATED APRIL 10, 2020 ADDENDUM GEOTECHINCAL RECOMMENDATIONS, DATED APRIL 16, 2020 GENERAL PROVISIONS PART 1 -SPECIAL PROVISIONS OWNER OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS GRANT HOWALD PARK REHABILITATION PROJECT NO. 19P11 CONTRACT NO. C-7476-2 INTRODUCTION All work necessary for the completion of this contract shall be done in accordance with (1) these Special Provisions; (2) the Plans (Drawing No. [19P11]); (3) the Owner's Design Criteria, Standard Special Provisions and Standard Drawings for Public Works Construction, (2004 Edition), including Supplements; (4) Standard Specifications for Public Works Construction (2015 Edition) including supplements. The Owner's Design Criteria. Standard Special Provisions and Standard Drawinas for Public Works Construction are available at the following website: http://www. newportbeachca.gov/government/departments/public-works/resources 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 1 — TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND SYMBOLS 1-2 TERMS AND DEFINITIONS Add the following definition: Owner — 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 Contractor shall possess an "A" license. At the start of work and until completion of work, the Contractor and all Page 1 of 30 Subcontractors shall possess a valid City of Newport Beach Business License issued by the Owner. Additionally, the successful contractor or his subcontractor must have experience in working with Southern California Edison (SCE), specifically on undergrounding projects. 2-5 PLANS AND SPECIFICATIONS 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. 2-5.2.1 Product Requirements Part 1 - General 1.1 Section Includes A. General requirements for products used for the Work, including: 1. General characteristics of products. 2. Product options. 3. Substitutions. 4. System completeness. 5. Transportation and handling requirements. 6. Storage and protection of products. 7. Installation of products. 1.2 Related Sections A. Regulatory Requirements: Codes and standards applicable to product specifications; minimum requirements. B. Reference Standards and Abbreviations: References to various standards, standard specifications, codes, practices and other requirements. C. Submittals Procedures: Requirements applicable to submittals for "or equal" and substitute products. 1.3 General Product Requirements A. Products, General: Items purchased for incorporation in the Work, whether purchased for the Project or taken from previously purchased stock, and include materials, equipment, assemblies, fabrications and systems. 1. Named Products: Items identified by manufacturer's product name, including make or model designations indicated in the manufacturer's published product data. 2. Materials: Products that are shaped, cut, worked, mixed, finished, refined or otherwise fabricated, processed or installed to form a part of the Work. Page 2 of 30 3. Equipment: A product with operating parts, whether motorized or manually operated, that requires connections such as wiring or piping. B. Specific Product Requirements: Refer to requirements of Quality Control and individual product specifications in Technical Specifications Greenbook, and CSI for specific requirements for products. C. Minimum Requirements: Specified requirements for products are minimum requirements. Refer to general requirements for quality of the Work specified in Quality Control and elsewhere herein. D. Product Selection: Provide products that fully comply with the Contract Documents, are undamaged and unused at installation. Comply with additional requirements specified herein in Article titled "PRODUCT OPTIONS". E. Standard Products: Where specific products are not specified, provide standard products of types and kinds that are suitable for the intended purposes and that are usually and customarily used on similar projects under similar conditions. Products shall be as selected by Contractor and subject to review and acceptance by Architect. F. Product Completeness: Provide products complete with all accessories, trim, finish, safety guards and other devices and details needed for a complete installation and for the intended use and effect. Comply with additional requirements specified herein in Article titled "SYSTEM COMPLETENESS". G. Code Compliance: All products, other than commodity products prescribed by Code, shall have a current ICC Evaluation Service, Inc. (ICC ES) Research Report or Evaluation Report, as applicable. Refer to additional requirements specified in Regulatory Requirements. H. Interchangeability: To the fullest extent possible, provide products of the same kind from a single source. Products required to be supplied in quantity shall be the same product and interchangeable throughout the Work. When options are specified for the selection of any of two or more products, the product selected shall be compatible with products previously selected. Product Nameplates and Instructions: 1. Except for required Code -compliance labels and operating and safety instructions, locate nameplates on inconspicuous, accessible surfaces. Do not attach manufacturer's identifying nameplates or trademarks on surfaces exposed to view in occupied spaces or to the exterior. 2. Provide a permanent nameplate on each item of service -connected or power - operated equipment. Nameplates shall contain identifying information and essential operating data such as the following example: Page 3 of 30 Name of manufacturer Name of product Model and serial number CapaOwner Operating and Power Characteristics Labels of Tested Compliance with Codes and Standards 3. For each item of service -connected or power -operated equipment, provide operating and safety instructions, permanently affixed and of durable construction, with legible machine lettering. Comply with all applicable requirements of authorities having jurisdiction and listing agencies. J. Electrical Product Requirements: Comply with requirements specified in Technical Specifications, CSI Electrical. 1.4 Product Options A. Products Specified by Description: Where Specifications describe a product, listing characteristics required, with or without use of a brand name, provide a product that has the specified attributes and otherwise complies with specified requirements. B. Products Specified by Performance Requirements: Where Specifications require compliance with performance requirements, provide product(s) that comply and are recommended by the manufacturer for the intended application. Verification of manufacturer's recommendations may be by product literature or by certification of performance from manufacturer. C. Products Specified by Reference to Standards: Where Specifications require compliance with a standard, provided product shall fully comply with the standard specified. Refer to general requirements specified in Section 01420 - Reference Standards and Abbreviations regarding compliance with referenced standards, standard specifications, codes, practices and requirements for products. D. Products Specified by Identification of Manufacturer and Product Name or Number: 1. "Specified Manufacturer": Provide the specified product(s) of the specified manufacturer. a. If only one manufacturer is specified, without "acceptable manufacturers" being identified, provide only the specified product(s) of the specified manufacturer. b. If the phrase "or equal" is stated or reference is made to the "or equal provision," products of other manufacturers may be provided if such products are equivalent to the specified product(s) of the specified manufacturer. Page 4 of 30 Equivalence shall be demonstrated by submission of complete information in compliance with requirements specified herein under the Article titled "SUBSTITUTIONS." c. Products identified as "Owner Standard" are only products acceptable. No substitutions will be considered. 2. "Acceptable Manufacturers": Product(s) of the named manufacturers, if equivalent to the specified product(s) of the specified manufacturer, will be acceptable in accordance with the requirements specified herein in the Article titled "SUBSTITUTIONS", except considerations regarding changes in Contract Time and Contract Sum will be waived if no increase in Contract Time or Contract Sum results from use of such equivalent products. 3. Unnamed manufacturers: Products of unnamed manufacturers will be acceptable only as follows: a. Unless specifically stated that substitutions will not be accepted or considered or that products are "Owner Standard," the phrase "or equal" shall be assumed to be included in the description of specified product(s). Equivalent products of unnamed manufacturers will be considered in accordance with the "or equal" provision specified herein, below. b. If provided, products of unnamed manufacturers shall be subject to the requirements specified herein in the Article titled "SUBSTITUTIONS." 4. Quality basis: Specified product(s) of the specified manufacturer shall serve as the basis by which products by named acceptable manufacturers and products of unnamed manufacturers will be evaluated. Where characteristics of the specified product are described, where performance characteristics are identified or where reference is made to industry standards, such characteristics are specified to facilitate evaluation of products by identifying attributes of the specified product(s) which must be met by proposed products. E. Products Specified by Combination of Methods: Where products are specified by a combination of attributes, including manufacturer's name, product brand name, product catalog or identification number, industry reference standard, or description of product characteristics, provide products conforming to all specified attributes. F. "Or Equal" Provision: Where the phrase "or equal" or the phrase "or approved equal" is included, product(s) of unnamed manufacturer(s) may be provided as specified above in subparagraph titled "Unnamed manufacturers." Products identified as "Owner Standard" are the only products acceptable. No substitutions will be considered for "Owner Standard" products. 2. The requirements specified herein in the Article titled "SUBSTITUTIONS" shall apply to products provided under the "or equal" provision except, if the proposed Page 5 of 30 product(s) are determined to be equivalent to the specified product(s) of the specified manufacturer, the requirement specified for substitutions to result in a net reduction in Contract Time or Contract Sum will be waived. 3. Use of product(s) under the "or equal" provision shall not result in any delay in completion of the Work, including completion of portions of the Work for use by Owner or for work under separate contract by Owner. 4. Use of product(s) under the "or equal" provision shall not result in change in Contract Sum and Contract Time. Should additional costs be incurred, including costs for re -design and for fees for plan check review and permit, costs shall be paid by Contractor with no change in Contract Sum and Contract Time. 5. Use of product(s) under the "or equal" provision shall not require substantial change in the intent of the design, in the opinion of the Architect. The intent of the design shall include functional performance and aesthetic qualities. a. Should changes in dimensions, configurations, locations and interfaces between products be necessary due to use of other than the specified products of the specified manufacturer, such changes shall be made by the Contractor, subject to review by the Architect and, if applicable, approval by the Division of the State Architect (DSA), at no change in Contract Sum and Contract Time. b. Contract Modification Procedures for requirements for approval of changes. 6. The determination of equivalence will be made by the Architect and such determination shall be final. G. Visual Matching: Where Specifications require matching a sample, the decision by the Owner on whether a proposed product matches shall be final. Where no product visually matches but the product complies with other requirements, comply with provisions for substitutions for selection of a matching product in another category. H. Selection of Products: Where requirements include the phrase "as selected from manufacturer's standard colors, patterns and textures", or a similar phrase, selections of products will be made by indicated party or, if not indicated, by the Architect. The Architect will select color, pattern and texture from the product line of submitted manufacturer, if all other specified provisions are met. 1.5 Substitutions A. Substitutions: Requests by Contractor to deviate from specified requirements for products, materials, equipment, and methods, or to provide products other than those specified, shall be considered requests for substitutions except under the following conditions: Page 6 of 30 Any and all proposed material substitutions presented by the contractor shall be submitted to the Owner during the Bid Period. These substitution requests must be received by the Owner no later than 14 (fourteen) calendar days prior to the scheduled bid opening. Substitution request submittals shall be complete as outlined herein including the use of the attached substitution request form. Any substitution requests presented within the 14 (fourteen) days prior to the Bid Opening or beyond the Bid Opening will not be accepted. Acceptance shall be in the form of written Addendum to the Bidding documents prior to Bidding or revision to the Drawings or Specifications for use as Construction Contract Documents. 2. Changes in products, materials, equipment, and methods of construction are directed by the Construction Manager after consultation with Architect. 3. Contractor options for provision of products and construction methods are specifically stated in the Contract Documents. 4. Change in products, materials, equipment, and methods of construction is required for compliance with Codes, ordinances, regulations, orders and standards of authorities having jurisdiction. B. Substitution Provisions: Refer to substitution provisions of the General Provisions of the Contract, in addition to the requirements specified herein. Provisions for consideration and acceptance of substitutions shall be as follows: Structural considerations: Substitution requests for products that require structural attachment or which impose loads on the building structure, shall be accompanied by complete submission of product information, calculations and installation details sufficient for review by the Structural Engineer of Record and review and approval by the Owner. Submitted information shall include, but not be limited to, the following: a. Sizes and weights of all products, including notations identifying increases or decreases in dimensions and weights. b. Identification of locations of all vertical and lateral loads imposed on the building structure, including notation of increase or decrease in loads and changes in locations of applied loads. c. Structural overturning calculations, structural attachment and anchoring details and calculations, including identification of seismic force criteria used for calculations, prepared and signed by Structural Engineer registered to practice in State of California. Page 7 of 30 2. Regulatory approval: Information described above, if acceptable to Architect and Structural Engineer of Record, shall be submitted to the Owner under applicable provisions for deferred approvals. Responsibility for compliance with procedures of the Owner shall be on the Contractor. a. Owner will review and approve or disapprove the requested substitution. b. Disapproval by the Owner shall render requested substitution to be disapproved. c. Approval by the Owner shall not supersede other conditions for approval under the Contract Documents. 3. Products identified as "Owner Standard" are the only products acceptable. No substitutions will be considered for "sole source" products. 4. Documentation: Substitutions will not be considered if they are indicated or implied on shop drawing, product data or sample submittals. All requests for substitution shall be by separate written request from Contractor. Contractor shall utilize Substitution Request form enclosed following this Section. Note separate forms for request for substitution prior to and after bidding. 5. Cost and Time Considerations: Substitutions will not be considered unless a net reduction in Contract Sum or Contract Time results to the Owner's benefit, including redesign costs, life cycle costs, plan check and permit fees, changes in related Work and overall performance of building systems. 6. Design Revision: Substitutions will not be considered if acceptance will require substantial revision of the Contract Documents or will substantially change the intent of the design, in the opinion of the Architect. The intent of the design shall include both functional performance and visual qualities. 7. Data: It shall be the responsibility of the Contractor to provide adequate data demonstrating the merits of the proposed substitution, including cost data and information regarding changes in related Work. 8. Determination by Owner: Owner will determine the acceptability of proposed substitutions and the Owner will notify all potential bidders prior to the Bid Opening of acceptance or rejection. The determination by the Architect regarding functional performance and visual qualities shall be final. 9. Non -Acceptance: If a proposed substitution is not accepted, Contractor shall immediately provide the specified product. 10. Substitution Limitation: Only one request for substitution will be considered for each product. Do not order or deliver substitute products until formal approval has been given. Page 8 of 30 11. Approval of Substitutions the Owner: All substitutions shall be considered changes and shall be governed by the requirements for changes specified in Section 01250 - Contract Modification Procedures. All Change Orders shall be completed in advance of construction, including submission to and approval by the Owner. Time limit for substitutions in State of California, Public Contract Code Section 3800 shall apply. C. Request for Substitution Process: 1. Contractor shall prepare a request for substitution and submit the request to the Architect for review and acceptance. Submit a minimum of 4 copies. Form and other administrative requirements shall be as directed by the Architect. 2. Substitution requests shall included complete product data, including drawings and descriptions of products, fabrication details and installation procedures. Include samples where applicable or requested. Where sustainable design attributes are specified, including VOC emissions, formaldehyde content, FSC - accredited certification and compliance to reference standards, indicate in substitution request compliance with specified criteria. 3. Substitution requests shall include appropriate product data for the specified product(s) of the specified manufacturer, suitable for use in comparison of characteristics of products. a. Include a written, point -by -point comparison of characteristics of the proposed substitute product with those of the specified product. b. Include a detailed description, in written or graphic form as appropriate, indicating all changes or modifications needed to other elements of the Work and to construction to be performed by the Owner and by others under separate contracts with Owner, that will be necessary if the proposed substitution is accepted. 4. Substitution requests shall include a statement indicating the substitution's effect on the Construction Schedule. Indicate the effect of the proposed substitution on overall Contract Time and, as applicable, on completion of portions of the Work for use by Owner or for work under separate contracts by Owner. 5. Except as otherwise specified, substitution requests shall include detailed cost data, including a proposal for the net change, if any, in the Contract Sum. 6. Substitution requests shall include signed certification that the Contractor has reviewed the proposed substitution and has determined that the substitution is equivalent or superior in every respect to product requirements indicated or specified in the Contract Documents, and that the substitution is suited for and can perform the purpose or application of the specified product indicated or specified in the Contract Documents. Page 9 of 30 7. Substitution requests shall include a signed waiver by the Contractor for change in the Contract Time or Contract Sum because of the following: a. Substitution failed to perform adequately. b. Substitution required changes in on other elements of the Work. c. Substitution caused problems in interfacing with other elements of the Work. d. Substitution was determined to be unacceptable by authorities having jurisdiction. 8. If, in the opinion of the Architect, the substitution request is incomplete or has insufficient data to enable a full and thorough review of the intended substitution, the substitution may be summarily refused and determined to be unacceptable. D. Contract Document Revisions: Should a Contractor -proposed substitution or alternative sequence or method of construction require revision of the Contract Drawings or Specifications, including revisions for the purposes of determining feasibility, scope or cost, or revisions for the purpose of obtaining review and approval by the Owner, revisions will be made by Architect or other consultant of Owner who is the responsible design professional, as approved in advance by Owner through Construction Manager. 2. Services of Architect or other responsible design professional for researching and reporting on proposed substitutions or alternative sequence and method of construction shall be paid by Contractor when such activities are considered additional services to the design services contracts of the Owner with Architect or other responsible design professional. 3. Costs of services by Architect or other responsible design professional of the Owner shall be paid on a time and materials basis, based on current hourly fee schedules, with reproduction, long distance telephone and shipping costs reimbursable at cost plus usual and customary mark-up for handling and billing. 4. Such fees shall be paid whether or not the proposed substitution or alternative sequence or method of construction is ultimately accepted by Owner and a Change Order is executed. 5. Such fees shall be paid from Contractor's portion of savings, if a net reduction in Contract Sum results. If fees exceed Contractor's portion of net reduction, Contractor shall pay all remaining fees unless otherwise agreed in advance by Owner through Construction Manager. 6. Such fees owed shall be deducted from the amount owed Contractor on the Application for Payment next made following completion of revised Contract Page 10 of 30 Drawings and Specifications or completion of research and other services. Owner will then pay Architect or other consultant of the Owner. 1.6 System Completeness A. System Completeness: 1. The Contract Drawings and Specifications are not intended to be comprehensive directions on how to produce the Work. Rather, the Drawings and Specifications are instruments of service prepared to describe the design intent for the completed Work. 2. It is intended that all equipment, systems and assemblies be complete and fully functional even though not fully described. Provide all products and operations necessary to achieve the design intent described in the Contract Documents. 3. Refer to related general requirements specified in Regulatory Requirements regarding compliance with minimum requirements of applicable codes, ordinances and standards. B. Omissions and Misdescriptions: Contractor shall report to Architect immediately when elements essential to proper execution of the Work are discovered to be missing or misdescribed in the Drawings and Specifications or if the design intent is unclear. 1. Should an essential element be discovered as missing or misdescribed prior to receipt of Bids, an Addendum will be issued so that all costs may be accounted for in the Contract Sum. 2. Should an obvious omission or misdescription of a necessary element be discovered and reported after execution of the Agreement, Contractor shall provide the element as though fully and correctly described, and a no -cost Change Order shall be executed. 3. Refer to related general requirements specified in Project Management and Coordination, regarding construction interfacing and coordination. 1.7 Transportation, Delivery And Handling A. Transportation, Delivery and Handling, General: Comply with manufacturer's instructions and recommendations for transportation, delivery and handling, in addition to the following. B. Transportation: Transport products by methods to avoid product damage. C. Delivery: Page 11 of 30 1. Schedule delivery to minimize long-term storage and prevent overcrowding construction spaces. Coordinate with installation to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft and other losses. 2. Deliver products in undamaged condition in manufacturer's original sealed container or packaging system, complete with labels and instructions for handling, storing, unpacking, protecting and installing. D. Handling: 1. Provide equipment and personnel to handle products by methods to prevent soiling, marring or other damage. 2. Promptly inspect products on delivery to ensure that products comply with contract documents, quantities are correct, and to ensure that products are undamaged and properly protected. 1.8 Storage And Protection A. Storage and Protection, General: Store and protect products in accordance with manufacturer's instructions, with seals and labels intact and legible. 1. Periodically inspect to ensure products are undamaged, and are maintained under required conditions. 2. Products damaged by improper storage or protection shall be removed and replaced with new products at no change in Contract Sum or Contract Time. 3. Store sensitive products in weathertight enclosures. B. Inspection Provisions: Arrange storage to provide access for inspection and measurement of quantity or counting of units. C. Structural Considerations: Store heavy materials away from the structure in a manner that will not endanger supporting construction. D. Weather -Resistant Storage: 1. Store moisture -sensitive products above ground, under cover in a weathertight enclosure or covered with an impervious sheet covering. Provide adequate ventilation to avoid condensation. 2. Maintain storage within temperature and humidity ranges required by manufacturer's instructions. Page 12 of 30 3. For exterior storage of fabricated products, place products on raised blocks, pallets or other supports, above ground and in a manner to not create ponding or misdirection of runoff. place on sloped supports above ground. 4. Store loose granular materials on solid surfaces in a well -drained area. Prevent mixing with foreign matter. E. Protection of Completed Work: Provide barriers, substantial coverings and notices to protect installed Work from traffic and subsequent construction operations. 2. Remove protective measures when no longer required and prior to Substantial Completion review of the Work. 3. Comply with additional requirements specified in Section 01500 - Temporary Facilities and Controls. Part 2 - Products Not Applicable to this Section. PART 3 - Execution 3.1 Installation Of Products A. Installation of Products: Comply with manufacturer's instructions and recommendations for installation of products, except where more stringent requirements are specified, are necessary due to Project conditions or are required by authorities having jurisdiction. 2. Anchor each product securely in place, accurately located and aligned with other Work. 3. Clean exposed surfaces and provide protection to ensure freedom from damage and deterioration at time of Substantial Completion review. Refer to additional requirements specified in Section 01740 - Cleaning Requirements and Section 01500 - Temporary Facilities and Controls. Page 13 of 30 CITY OF NEWPORT BEACH PROJECT NO. 19P11 CONTRACT NO. C-7476 GRANT HOWALD PARK REHABILITATION To: CITY OF NEWPORT BEACH From: Summary: Drawing References: Drawing Detail Numbers: Specification References: Section No. - Title: Articles / Paragraphs: Proposed Substitution: Proposed Manufacturer: Address: Trade Name: SUBSTITUTION REQUEST For use during Bidding FORM Substitution Request No. Date: Refer to product options and substitutions specified in Section 2-10 - Product Requirements. Pages: Contact: Phone: Model No.: History: ❑ New product _ 1-4 years in market ❑ 5-10 years in market _ Over 10 years in market Similar Installations of Proposed Substitute Products: (add attachment for additional examples) Project: Address: Differences between proposed substitution and specified products: Architect: Owner: Date Installed: Describe changes to the Contract Documents necessary for proper installation, interfaces and service if the proposed substitution is accepted: Attach complete data, including product descriptions, specifications, drawings, photographs and performance and test data adequate for evaluation of the request. Clearly annotate applicable portions of the data. Include ICC Evaluation Service (ICC ES) Evaluation Report, if applicable. Point -by -Point comparison against detailed and specified products is attached: ❑ MANDATORY FOR CONSIDERATION. Attached are: ❑ Drawings ❑ Product Data ❑ Samples ❑ Test Data ❑ Reports ❑ Page 1 of 2 SUBSTITUTION CITY OF NEWPORT BEACH REQUEST PROJECT NO. 19P11 CONTRACT NO. C-7476 For use during Bidding FORM GRANT HOWALD PARK REHABILITATION The Undersigned certifies: L Proposed substitution has been fully investigated and determined to be equal or superior in all respects to specified product. L Proposed substitution complies with applicable Codes, ordinances and standards. Same warranty/guarantee will be furnished for proposed substitution as for specified products. L Same maintenance service and source of replacement parts, as applicable, are available. L Proposed substitution will have no adverse effect on related Work and will not affect or delay progress of the Work. L Proposed substitution does not affect dimensions and functional clearances. L Payment will be made for changes to building design, including A/E design, detailing, and construction costs caused by the substitution. Submitted by: (typed name) Signed: Title: Date: ARCHITECT'S REVIEW AND ACTION L Proposed substitution is acceptable as described in applicable Addendum to Bidding Documents. Substitution is not authorized unless included in Addendum to Bidding Documents. E Substitution rejected - No change is authorized. Bid shall be based on specified products. E Substitution Request received too late. Substitution rejected - No change is authorized. Bid shall be based on specified products in Bidding Documents. Substitution after execution of Contract, if requested, shall comply with requirements specified in Section 01 60 00 - Product Requirements. For Architect: Signed Name END OF DOCUMENT Page 2 of 2 Date: Add attachments as noted. Page 3 of 2 2-5.2.2 SHOP DRAWINGS 1. Contractor shall check and verify all field measurements and shall submit with such promptness as to provide adequate time for review and cause no delay in his own Work or in that of any other contractor, subcontractor, or worker on the Project, six 2. (6) copies of all shop or setting drawings, calculations, schedules, and materials list, and all other provisions required by the Contract. Contractor shall sign all submittals affirming that submittals have been reviewed and approved by Contractor prior to submission to Engineer. Each signed submittal shall affirm that the submittal meets all the requirements of the Contract Documents except as specifically and clearly noted and listed on the cover sheet of the submittal. 3. Contractor shall make any corrections required by the Engineer, and file with the Engineer six (6) corrected copies each, and furnish such other copies as may be needed for completion of the Work. Engineer's approval of shop drawings shall not relieve Contractor from responsibility for deviations from the Contract Documents unless Contractor has, in writing, called Engineer's attention to such deviations at time of submission and has secured the Engineer's written Approval. Engineer's Approval of shop drawings shall not relieve Contractor from responsibility for errors in shop drawings. 2-5.3 SUBMITTALS 1. Contractor shall furnish to the Engineer for approval, prior to purchasing or commencing any Work, a log of all samples, material lists and certifications, mix designs, schedules, and other submittals, as required in the specifications. The log shall indicate whether samples will be provided in accordance with other provisions of this Contract. 2. Contractor will provide samples and submittals, together with catalogs and supporting data required by the Engineer, to the Engineer within a reasonable time period to provide for adequate review and avoid delays in the Work. 3. These requirements shall not authorize any extension of time for performance of this Contract. Engineer will check and approve such samples, but only for conformance with design concept of work and for compliance with information given in the Contract Documents. Work shall be in accordance with approved samples and submittals. 4. Contractor shall be responsible for submitting their work plan for review and approval required from Public Works, Recreation and Senior Services Departments. Page 17 of 30 2-6 WORK TO BE DONE All work necessary for the completion of this contract shall be done in accordance with (1) these Special Provisions; (2) the Plans (Drawing No. [19P11]); (3) the Owner's Design Criteria, Standard Special Provisions and Standard Drawings for Public Works Construction, (2004 Edition), including Supplements; (4) Standard Specifications for Public Works Construction (2015 Edition) including supplements. The Owner's Design Criteria, Standard Special Provisions and Standard Drawings for Public Works Construction are available at the following website: 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). 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 will: 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. Page 18 of 30 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 Owner survey records used for the project design to provide all construction survey services that are required to construct the improvements. The design surveyor for this project is Lenny Reidling, Guida Surveying, Inc., and can be contacted at (949)-777-2000. At a minimum, two (2) sets of cut -sheets for all areas shall be included in the bid price and copies of each set shall be provided to the Owner 48 -hours in advance of any work. SECTION 3 - CHANGES IN WORK 3-3 EXTRA WORK 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. 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 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. To the sum of the costs and markups provided for in this subsection, one (1) percent may be added as compensation for bonding. Page 19 of 30 SECTION 4 - CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP 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. Materials shall neither be furnished nor fabricated, nor shall any work for which submittals are required to be performed before the required submittals have been reviewed and accepted by the Engineer. Neither review nor acceptable of submittals by the Engineer shall relieve the Contractor from responsibility for errors, omissions, or deviations from the Contract Documents, unless such deviations were specifically called to the attention of the Engineer in the letter of transmittal. The Contractor shall be responsible for the correctness of the submittals. The Contractor shall allow a minimum of 10 Working Days for review of submittals unless otherwise specified in the Special Provisions. Each submittal shall be accompanied by a letter of transmittal. 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. 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. Page 20 of 30 Within seven (7) calendar days after completion of the work or phase of work, the Contractor shall remove all USA utility markings. Removal by sand blasting 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 Owner. 5-4 RELOCATION All Owner 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. 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 6-1.1 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. The baseline schedule shall include phasing that minimizes the shut down of the playground. If work falls behind the approved baseline schedule, the Contractor shall be prohibited from starting Page 21 of 30 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 additional, Contractor shall prepare 2 -week look -ahead schedules on a bi-weekly basis with detailed daily activities. An approved 2 week look ahead schedule is required prior to the release of a progress payment. 6-7 TIME OF COMPLETION 6-7.1 General The Contractor shall complete all work under the Contract within 130 consecutive working days after the date on the Notice to Proceed. The Contractor shall ensure the availability and delivery of all material prior to the start of work. Unavailability of material will not be sufficient reason to grant the Contractor an extension of time. Normal working hours are limited to 7:00 a.m. to 5:00 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 5:00 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. The following days are designated Owner 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) 4. Last Monday in May (Memorial Day) 5. July 4th (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 (Owner Office Closure) Page 22 of 30 12. December 31St (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. 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 Owner or have withheld from moneys due it, the daily sum of $2,500.00 Execution of the Contract shall constitute agreement by the Owner 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 Owner water, Contractor shall arrange for a meter and tender a $973.00 meter deposit with the Owner. Upon return of the meter to the Owner, Page 23 of 30 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. Owner shall designate to the Contractor the location of the fire hydrant or other connection acceptable for drawing of construction and temporary water. Owner reserves the right to limit the location, times and rates of drawing such water. Contractor shall be responsible for the placement of an Owner provided camera on a temporary pole (location to be determined) for construction time-lapse video and photography. Contractor shall coordinate with Owner the power and electrical connections for camera prior to the start of construction. 7-2 LABOR 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. 7-7 COOPERATION AND COLLATERAL WORK Owner forces will perform all shut downs of water, sewer and storm drain facilities as required. The Contractor shall provide the Owner advanced notice a minimum of seven calendar days prior to the time contractor desires the shutdown these Owner 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. 7-8 WORK SITE MAINTENANCE 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 Page 24 of 30 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: 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 Owner will monitor the adjacent storm drains and streets for compliance. Failure of the Contractor to follow BMP will result in immediate cleanup by Owner 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 Owner's Municipal Code. 7-8.6.3 Storm Water Pollution Prevention Plan (SWPPP) Contactor shall retain a Qualified SWPPP Developer (QSD) to prepare a SWPPP for the project. The contractor shall implement and maintain the requirements of the SWPPP, including all required BMPs during all phases of the work. The implementation of the SWPPP shall be performed by a Qualified SWPPP Practitioner (QSP) to be retained by the Contractor. SWPPP implementation shall be subject to inspection by the Owner and any identified deficiencies shall be corrected by the Contractor at the Contractor's expense. The SWPPP shall be amended by the Contractor whenever there is a change in design, construction, operation or maintenance which has a significant effect on the potential for discharge of pollutants. The SWPPP shall also be amended by the Contractor if it proves to be ineffective in significantly reducing pollutants from the construction site. Each submittal shall include two (2) hard copies and one (1) Adobe Acrobat "pdf" copy. The Page 25 of 30 SWPPP must be kept at the construction site during construction and also be available for review when requested by the Regional Water Quality Control Board (RWQCB) or the Owner. Contractor is not responsible for filing a Notice of Intent (NOI) for permit coverage or a Notice of Termination (NOT) at project end. Owner will file the NOI and NOT through the State Water Resources Control Board (SWRCB) SMARTS system. The Contractor shall prepare and electronically submit all reports required by General Permit (including the Annual Report) to the Owner throughout the duration of the project for the Owner's review and submittal to the SWRCB SMARTS system. The Annual Report shall be submitted no later than August 1 st of each year and must include a summary and evaluation of all sampling and analysis results, original laboratory reports, chain of custody forms, a summary of all corrective actions taken during the compliance year, and identification of any compliance activities or corrective actions that were not implemented. In the event the Owner incurs any administrative civil liability (fine) imposed by the RWQCB as a result of Contractor's failure to fully implement the provisions of this section, the Engineer may withhold from payments otherwise due the Contractor a sufficient amount to cover the fine. 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 Owner'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 Page 26 of 30 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. 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 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: Base Bid Improvements Item 1. Project Start Up The Contractor shall supply all work and services that are customary and usual for the scope of work defined herein at its own cost and expense, including, but not limited to: Mobilizing the project site for construction with construction trailers, installing a City - provided camera on a temporary pole (location to be determined) for construction time- lapse videos, providing identification signage at the site, attending all construction meetings, installing temporary construction fencing around the site, preparing Traffic Control plans, performing construction staking and survey, preparing/updating submittals, shop drawings, schedule, schedule of values, and preparing and implementing a project SWPP Plan and registering for SMARTS in order to gain required approvals for construction by City and applicable agencies. Item 2. Demolition / Removal / Relocation The Contractor shall supply all work and services that are customary and usual for the scope of work defined herein at its own cost and expense, including, but not limited to: removing all existing improvements to allow for the installation of new improvements, per the Contract Documents, and disposing of the demolished materials from the project site to an EPA -approved landfill. Page 27 of 30 Item 3. Earthwork / Grading / Drainage The Contractor shall supply all work and services that are customary and usual for the scope of work defined herein at its own cost and expense, including, but not limited to: Clearing and grubbing all affected planting areas, rough grading the sites, implementing proper erosion control measures, installing all necessary site drainage, and connecting to an existing catch basin located in the passive park area as specified in the Contract Documents. Item 4. Utilities The Contractor shall supply all work and services that are customary and usual for the scope of work defined herein at its own cost and expense, including, but not limited to: Installing necessary piping and appurtenances for water fountains and relocating an existing backflow preventer and cage as specified in the Contract Documents. Item 5. Site Lighting / Electrical The Contractor shall supply all work and services that are customary and usual for the scope of work defined herein at its own cost and expense, including, but not limited to: Removing existing fixtures on seven sports lighting poles, removing and disposing of one existing pole base to allow for synthetic turf installation, adding new and upgrading circuits, installing new LED fixture assemblies (two and three fixture configurations) on existing Musco poles, upgrading the existing Musco panel, upgrading the existing restroom exterior lighting, installing new monument sign flood lighting, installing new bollard lights at the playground area, and constructing new pole -mounted parking light, as specified in the Contract Documents. Item 6. Hardscape The Contractor shall supply all work and services that are customary and usual for the scope of work defined herein at its own cost and expense, including, but not limited to: Installing new retaining walls, drive approaches, curb ramps, sidewalks, enhanced concrete paving, concrete curb and gutter, decomposed granite, grade beams (non - retaining and retaining), asphalt concrete pavement, parking lot striping, parking lot signage, seal coat at parking lots, concrete stairs, cheek walls, seat wall with custom artwork tiles, and ramps as specified in the Contract Documents. Item 7: Tot Lot The Contractor shall supply all work and services that are customary and usual for the scope of work defined herein at its own cost and expense, including, but not limited to: Furnishing and installing poured -in-place resilient play surfacing, playground sand, concrete bond beams, and play equipment, as specified in the Contract Documents. Play equipment shall be manufactured by Landscape Structures and shall include the following: 5-12 Area • Playbooster Design 5160 w/ Geoplex and Cool toppers and Custom Tidepool Panel • Rockscape 2690 Page 28 of 30 • Custom 60" Hillside Roller Slide • Sensory Play Center w/ Color Wheel • Global Motion 2-5 Area • Post Office (Existing to be relocated) • Playshaper 873 • Toddler Swings • Custom Pre -cast Concrete Sand Castle / Octopus Sculpture by Landscape Structures Item 8: Fencing The Contractor shall supply all work and services that are customary and usual for the scope of work defined herein at its own cost and expense, including, but not limited to: Furnishing and installing new 42 -inch tall tubular fencing, 42 -inch tall tubular steel maintenance access gates, cable fencing, ball containment netting posts, and ball containment netting as specified in the Contract Documents. Item 9: Site Furnishings The Contractor shall supply all work and services that are customary and usual for the scope of work defined herein at its own cost and expense, including, but not limited to: Furnishing and installing new QCP benches, trash/recycle receptacles, and picnic tables (ADA and standard). Scope also includes furnishing and installing bike racks, ADA Accessible drinking fountain with dog bowl and sump, shade structures, pedestal barbecues, boulder with dedication plaque, and ADA signage, as specified in the Contract Documents. Item 10: Restroom Building The Contractor shall supply all work and services that are customary and usual for the scope of work defined herein at its own cost and expense, including, but not limited to: Applying paint and graffiti coating to all interior and exterior walls of the building, repairing the existing trellis dry rot and painting as specified in the Contract Documents. Item 11: Synthetic Turf Field The Contractor shall supply all work and services that are customary and usual for the scope of work defined herein at its own cost and expense, including, but not limited to: Installing synthetic turf field system and all perimeter and necessary drainage courses associated as specified in the Contract Documents. Item 12: Irrigation The Contractor shall supply all work and services that are customary and usual for the scope of work defined herein at its own cost and expense, including, but not limited to: Installing new irrigation system and components, including shrub rotary, drip, tree bubblers, pull boxes, quick couplers, turf rotor, and backflow as specified in the Contract Documents. Page 29 of 30 Item 13: Landscape The Contractor shall supply all work and services that are customary and usual for the scope of work defined herein at its own cost and expense, including, but not limited to: Preparing, fine grading and testing the soil, planting various types of trees and planting materials, and furnishing and installing decorative boulders as specified in the Contract Documents. Item 14: Landscape Maintenance and Plant Establishment The Contractor shall supply all work and services that are customary and usual for the scope of work defined herein at its own cost and expense, including, but not limited to: maintaining all trees and plantings for 90 days to ensure that they are in a healthy growing condition prior to final city acceptance. Item 15: As Built Drawings The Contractor shall supply all work and services that are customary and usual for the scope of work defined herein at its own cost and expense, including, but not limited to: preparation of as -built drawings. Contractor to maintain these drawings up to date and submitted to the Engineer for review prior to request for payment. An amount of $5,000 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. Item 16: SCE / AT&T Improvements The Contractor shall supply all work and services that are customary and usual for the scope of work defined herein at its own cost and expense, including, but not limited to: coordination of wet and dry utilities within project scope of work and SCE / AT&T scope of work, installation of new infrastructure (e.g. new conduit, pull boxes, retaining walls, cabinet pads, decomposed granite or concrete paving, and underground structures) necessary to prepare the site for undergrounding or relocating of existing above -ground Southern California Edison (SCE) and AT&T facilities at Fifth Avenue, Goldenrod Ave, and Iris Ave, as specified in the approved SCE and AT&T improvement plans, prepared by SCE and AT&T. SCE shall be responsible for removal of existing overhead power poles, power and telephone utility company lines, installation of new poles, guy wires and anchors, new equipment (capacitor bank, switch and transformer) and cable installation. 9-3.2 Partial and Final Payment. From each progress payment, five (5) percent will be retained by the Owner, 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. Page 30 of 30 TECHNICAL SPECIFICATIONS - GREENBOOK PART 2 - CONSTRUCTION MATERIALS PART 3 - CONSTRUCTION METHODS PART 6 - TEMPORARY TRAFFIC CONTROL PART 8 - LANDSCAPE AND IRRIGATION AMENDMENTS TO "GREENBOOK" STANDARD SPECIFICATIONS FOR PUBLIC WORKS, 2018 EDITIONS FOR: ALL SITE CONSTRUCTION, EXCLUDING CSI SPECIFICATIONS TECHNICAL SPECIFICATIONS - GREENBOOK These Technical Specifications are provided as Amendments to the 2018 Edition of the Standard Specifications for Public Works Construction and shall apply to site construction only. See Technical Specifications C.S.I. Format for; Synthetic Turf Base Courses, Conformance Surveying, Artificial Turf, Palm Tree Planting, Playground Equipment, Playground Surfacing, Site Electrical, Tensioned Fabric Structures. PART 2 - CONSTRUCTION MATERIALS SECTION 200 - ROCK MATERIALS 200-1 ROCK MATERIALS 200-1.1 General Aggregate base material for all asphaltic concrete and concrete paving shall be per preliminary Project Soils Report prepared by GMU Geotechnical, Inc., dated March 10, 2020. See Appendix A. 200-1.2 Crushed Rock and Rock Dust Decomposed granite material shall be "Organic -Lock" — Stabilized decomposed granite. Color: "California Gold" by Gail Materials or approved equal. Material shall be premixed with `stabilizer' organic additive at a rate of 12 lbs/ton. Contractor to contact: David Dzwilewski at 951-667-6106 to arrange for pre -construction site visit and overview of "Organic -Lock" installation procedures prior to production. Provide 72 -hour notice. Submit '/2 cu. ft. sample for Owner review and approval prior to acquisition. Decomposed granite shall be derived from the crushing and screening of naturally friable granite. The blending of coarse sand with rock dust is not acceptable. The granite shall be screened to include stone particles of '/2" minus. Particles passing the 200 screen mesh as determined by ASTM methodology shall not exceed 18 percent. The sand equivalent shall be a minimum of 30 and the R -value shall be a minimum of 70. See gradation specifications noted below. 1. GRADATION: As determined by ASTM C 136 methodology (Caltrans 202) Sieve Size 1/2" 3/8" No. 4 No. 30 No. 100 No. 200 CITY OF NEWPORT BEACH GRANT HOWALD PARK Percent Passing 100 90-100 50-100 25- 55 10- 20 5— 18 Technical Specifications Greenbook Page 1 2. SAND EQUIVALENT: As determined by ASTM D 2419 methodology shall have a minimum of 30. (Caltrans 217) 3. R -VALUE: As determined by ASTM D 2488 methodology shall have a minimum of 70. (Caltrans 301) 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 201-1.1.1 General. Add the following paragraph 4: The cement utilized shall be Type II/V, per the project Geotech report. No substitution of materials shall be permitted. The Contractor shall furnish the Owner's Representative with a copy of the mix design to be used and with a legible certified weight -master's certificate for each load of P.C.C. delivered to the project. Portland Cement Concrete delivered to the project site having a water content and/or slump greater than that specified in the mix design shall be rejected and removed from the project site. Contractor shall retain the services of a qualified State of California licensed civil engineer to provide a concrete mix design for each class of concrete in accordance with UBC Section 1905. Concrete mix design submittals shall bear the stamp and signature of the engineer approving the mix design as being consistent with project specifications and geotechnical report. 201-1.1.2 Concrete specified by class: The strength of concrete shall be 3,250 psi for all concrete not otherwise specified with a maximum slump of four inches (4") for all concrete flatwork, walls, curb, gutter, walks, aprons, footings, foundations, sidewalks, access ramps, curbs and gutters, and cross gutters, mow curbs, columns, thrust blocks, seating, monument signs, etc. Portland cement concrete shall be Class 560-C-3250 unless shown otherwise on the plans. 201-1.1.3 The Water Cement Ratio (W/C) shall be 0.50 maximum, per the project Geotech report. 201-1.1.4 Test for Portland Cement Concrete 1. All material shall comply with the latest editions of the American Concrete Institute (ACI) and Uniform Building Code. Testing of Portland cement concrete shall apply to all site concrete including but not limited to: concrete paving, walls, footing, etc. 2. Product Data: CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 2 a) Submit complete materials list of items proposed for the work. Identify material source. b) Submit admixture, curing compound, retarder, and accessory item product data. c) Submit material certificates for aggregates, reinforcing, and join fillers. 3. Submit concrete delivery tickets to Quality Control Manager. Show the following: a) Batch number b) Mix by class or sack content with maximum size aggregate c) Admixture d) Air content e) Slump f) Time of loading 4. Submit concrete test reports. 5. Owner will provide field quality control testing and inspection during concrete operations. 6. Contractor shall provide adequate notice, cooperate with, provide access to the work, obtain samples, and assist test agency and their representatives in execution of their function. 7. Strength Verification Contractor should present mix design to Owner Inspector for approval prior to pour. Contractor shall provide copies of concrete tickets verifying the strength requirements for every truck load of concrete (see also item 3 above). 201-1.1.5 Test for Portland Cement Concrete Concrete Installer Contractor shall provide evidence to indicate successful experience in concrete placement and finishing work similar to that specified herein and who can demonstrate such successful experience through past project documentation and references. 1. Experience Period: Minimum five (5) years' experience. 2 Demonstration of Experience: Ten (10) projects which have been completed within the past twenty-four (24) months utilizing similar products, scope, and complexity. 3. Supervision: Placement and finishing of concrete work shall be performed under the supervision of a person having a minimum of five (5) years' experience in the placement and finishing of products specified herein. 4. Previous projects shall be located in Los Angeles, Orange, Riverside, Ventura or San Bernardino Counties. Installer qualifications shall be submitted to construction manager with copies to the Architect for information purposes. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 3 5. The above prequalifications refer to any and all site / exterior concrete work identified on plans. 201-1.2 Materials 201-1.2.1 Portland Cement 1. Lime: ASTM C207, Type S, containing 85% by weight of calcium oxide. 2. Lime Putty: Make from hydrated lime conforming to ASTM C207, pulverized to such fineness that 100% will pass a 50 mesh sieve. Mix lime in water, run through screen into box and age 48 hours. 3. Cement shall be Type II/V Portland Cement. 201-1.2.4 Chemical Admixtures Surface retardant: Surface retarder shall be "Top Cast" No. 5 surface retarder or approved equal, provided by Dayton Superior. "Top Cast" retardant to be applied at specific paving conditions noted on plans and shall utilize Top Cast release agent, as noted on plans. Contractor shall contact Chuck Poole of Dayton Superior Corporation (714) 287-6342 to meet on site to discuss application procedures prior to preparation of concrete samples. 201-1.4 Mixing 201-1.4.3 Transit Mixer nniXAc, a. Provide ASTM C94 ready -mixed concrete. Batch mixing at site not acceptable. 1. Strength: 3,250 psi minimum at 28 days for all concrete flatwork, curbs, seating, ramps, plaza area, etc. 2. Slump Range: 2" to 4" maximum b. Coarse aggregate shall consist of 3/4" aggregate - 3/8" aggregate for pump mix. C. Provide an approved water -reducing admixture in all concrete. d. Provide an air -entraining admixture in all concrete. Air content 5% to 7%. e. Indicate water added to mix at job site on each delivery ticket. Show quantity of water added. Site water tempered mixes exceeding specified slump range will be rejected as not complying with specifications requirements. 201-2 STEEL REINFORCEMENT FOR CONCRETE CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 4 201-2.2 Reinforcing Steel. [Add the following paragraph immediately after the first paragraph]: Reinforcing steel shall be Grade 60 steel conforming to ASTM A 615 with 2 -inch minimum cover unless shown otherwise on the plans. Payment. Payment for steel reinforcement shall be included in the lump sum contract price for all related items, i.e., concrete ramps, walks, walls, structures, footings. 201-3.1 Expansion Joint Filler and Joint Sealants 201-3.2 Premolded Joint Filler Expansion joint material shall be Deck -O -Foam by W.R. Meadows Corporation or approved equal — 1/4" in dimension. Install per manufacturers specifications (909) 469-2606. 201-4 CONCRETE CURING MATERIALS Curing compound shall be ASTM 309 or better. Concrete cure and seal shall be "clear" by Davis Colors, or approved equal. 201-4.4 Concrete Sealer Concrete sealer shall be Siloxane WB Concentrate sealer. Dilution to be 1:9 minimum to 1:7 maximum. Provided by Mike Davis of Innovative Concrete Products and Marketing, Inc. Phone: (949) 498-7077. Concrete sealer to be applied to all sidewalks and the Monument Sign. SECTION 202 - MASONRY MATERIALS 202-2 CONCRETE BLOCK 202-2.1 Masonry Units 1. Codes: Materials and work shall conform to the governing building code. In case of conflict between the codes, the more stringent shall govern. 2. Samples: Submit samples of all blocks and rock cobble materials to be used in the work. 3. Protection: Safeguard all materials against injury in transit, delivery, storage, sorting, installation, cleaning, and until final acceptance of the completed work. Store cement and lime in rainproof sheds with elevated floors. Store sand on tightly floored space, protected against mixing with ground or other materials. 4. Quality of construction is the responsibility of the Contractor. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 5 202-2.1.1 Masonry Materials 1. Concrete Block: The concrete blocks shall conform to the requirements shown on the plans and shall be nominal size and of uniform color. 202.2.2 Mortar, Grout, and Water 1. Mortar Mortar. Mortar for laying masonry units shall consist, by volume, of 1 part Portland cement, '/2 part lime putty, 3 parts sand, and shall conform to ASTM C270. If plastic type cement is used, the lime putty shall be omitted. Each batch of mortar shall be freshly prepared and uniformly mixed. Mortar for split face concrete block construction shall be integral color, color to be selected. Mortar for rock cobble construction shall be natural grey. Mortar shall be colored to match integral color masonry block units. Coloring shall be chemically inert, fade resistant mineral oxide, or synthetic type. 2. Grout. [Replace with the following]: Grout for filling masonry units shall consist, by volume, of 1 -part Portland cement and 3 parts sand. Sufficient water shall be added to create grout of fluid consistency. Grout shall be natural in color. 3. Pea Gravel. Clean, hard, containing not more than 5% by weight of flat, thin, elongated, friable, or laminated pieces; uniformly graded with not over 5% passing a no. 8 sieve to 100% passing a 3/8" sieve. 4. Lime. ASTM C207, Type S, containing 85% by weight of calcium oxide. 5. Lime Putty. Make from hydrated lime conforming to ASTM C207, pulverized to such fineness that 100% will pass a 50 -mesh sieve. Mix lime in water, run through screen into box, and age 48 hours. Mortar and grout not used within 30 minutes after leaving mixer will not be permitted on the work. Retempering of mix will not be allowed. 202-2.2.2 Masonry, Sealants, and Waterproofing 1. Sealants a. All exposed masonry and stone veneered walls shall receive "Allguard" Concrete Masonry Sealer as manufactured by Down Corning, or Owner approved equal. Application shall be one (1) gallon per 100 s.f. Provide 4' x 4' sample mock up of sealed material prior to production applications. 2. Waterproofing a. All retaining masonry walls and masonry planters are to receive a waterproofing membrane (Miradri 860) and protective membrane (Miradri CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 6 Protection Course 200V) as manufactured by Nicolon Mirafi, or approved equal. Contact James Heidt and Assoc. 818-248-9677. Apply per manufacturer's specifications. b. All drainage incorporated into waterproofing system, as indicated on Contract Drawings, shall be tied into storm drain lines indicated on civil engineer's Contract Drawings. Drainlines shall be SDR35 PVC and slope at 1% min. C. Contractor shall identify and provide for drainline alignment in field. Alignment shall consider and avoid conflict with all other site work. Drainline alignment shall be reviewed and approved by Owner prior to installation and be indicated on as- builts as prepared by Contractor. Installation of drainline behind all walls, at edge of paving, etc. shall be included in cost of construction. 202-2.2.3 Graffiti Coating 3. Graffiti Coating a. All exposed concrete block shall receive GSS-10 Graffiti Coating System (GSS-100 and GSS-200 Finish Coat) or approved equal. Provide 4' x 4' sample mock-up of sealed material for review and approval prior to production applications. SECTION 203 - BITUMINOUS MATERIALS 203-5 SLURRY SEAL 203-5.1 General Slurry seal shall be emulsion -aggregate slurry (EAS) conforming to 203-5.4. 203-5.4 Emulsion -Aggregate Slurry (EAS) 203-5.4.1 General Emulsion -aggregate slurring (EAS) shall be Type I-CQS-1 h conforming to 203-3 203-5.4.2 Materials 203-5.4.2.2 Emulsified Asphalt Emulsified asphalt shall be of quick set type. 203-5.4.2.4 Latex Latex shall be Ultrapave 65K produced by the Textile Rubber and Cement Company, Inc., or equal approved by the Engineer in advance of ordering the latex additive. It shall be added to the emulsified asphalt by the co -mill method at the emulsion plant at the rate of 2'/2 percent of weight of the emulsified asphalt. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 7 Latex -added emulsified asphalt shall be kept in a suspended state by an agitating mixer and mixed every three days. (Use Section 203-6 for conventional AC.) 203-6 ASPHALT CONCRETE 203-6.1 General. Asphalt concrete shall conform to the provisions of Subsection 400-1, "Rock Product," and Subsection 400-4, "Asphalt Concrete". The viscosity grade of paving asphalt shall be AR 4000. The mix designs and asphalt content shall be as follows: 3/4" (III -B-3) Base Course 5.6% 1/2" (III -C-3) Surface Course 5.8% 3/8" (III -D) Leveling Course, Asphalt Concrete Dike, or Miscellaneous A.C. Placement (sidewalks and driveways) 6.8% 203-6.5 Type III Asphalt Concrete Mixtures Asphalt concrete finish course and leveling course shall be Type III -C3 -PG 64-10 (20% max RAP). Asphalt concrete base course shall be Type III -B2 -PG 64-10 (20% max RAP). (Use Section 203-11 for rubberized AC.) 203-11 ASPHALT RUBBER HOT MIX (ARHM) 203-11.3 Composition and Grading Asphalt rubber hot mix finish course shall be ARHM-GG-C. SECTION 206 - MISCELLANEOUS METAL ITEMS 206-5 METAL RAILINGS 206-5.1 Metal Hand Rails. 206-5.1.1 The current rules and practices Construction's Specification for Structural Steel for Buildings: set forth in the American Institute of Steel the Design, Fabrication, and Erection of Code of Standard Practice shall govern this work, except as otherwise noted or specified. Welding shall be used except where tack welding is specifically shown or permitted. CITY OF NEWPORT BEACH GRANT HOWALD PARK Technical Specifications Greenbook Page 8 All measurements shall be verified in the field before fabricating any item. All accessories or incidental items shall be furnished as required to fulfill the intent of the work, whether specifically shown or specified without additional cost to the Owner. SECTION 207 - PIPE 207-17 PVC PLASTIC PIPE 207.17.1 General A. PVC PLASTIC PIPE 1. PVC plastic pipe (SDR -35) shall conform to the requirements of Section 207-17 of the Standard Specifications. Pipe class to be referenced in table 207-17.1(A). PVC plastic pipe shall be constructed to the lines and grads shown on the plans for designated sizes and shall comply with the construction methods set forth in Section 306-12.13 of the Standard Specifications. 2. PVC plastic pipe shall be measured and paid for at the contract unit bid price per linear foot for each designated size in accordance with Sections 306-1.2.13 of the Standard Specifications and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in reinforced PVC plastic pipe, complete in place, as shown on the plans, and as specified in the Standard Specifications and these Special Provisions, and as directed by the Engineer. B. SANITARY SEWER PIPELINE (4" AND 6" PVC) 1. Sanitary Sewer (4" And 6" PVC) "C" installation shall conform to the following standards and specifications. 1. PVC Pipe ASTM D-2321 Pipe bedding for PVC sewer pipe shall be '/z -inch crushed rock per Section 200-1.2 of the SSPWC. The material used for construction of gravity sewer collection system shall be new and unused PVC pipe and shall conform to the specifications as set forth in SSPWC Subsection 207-17. All pipe shall conform to ASTM D-3034 and shall have a minimum SDR of 35. Testing shall conform to SSPWC Sections 306-1.2.12 (Mandrel) and 306-1.4.4 (Air Pressure). Should any section of pipeline fail to pass these tests, the pipe shall be removed and repaired or replaced, and re -tested, until it satisfactorily passes the test. 2. Payment for Sanitary Sewer pipe will be in accordance with Subsection 306-1.6 of the SSPWC and additionally shall include fittings, permanent and temporary resurfacing and replacing striping in kind. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 9 C. PRIVATE PVC WATERLINES (1/2" to 3") 1. Methods and Materials: Installation of PVC (C-900) waterline shall conform to SSPWC subsection 207-17.1 and 306-1.2.13. PVC pipe shall be constructed to the lines and grades shown on the plans for designated sizes. 2. Testing shall conform to SSPWC Sections 306-1.2.12 (Mandrel) and 306-1.4.4 (Air Pressure). Should any section of pipeline fail to pass these tests, the pipe shall be removed and repaired or replaced, and re -tested, until it satisfactorily passes the test. D. TRENCHES FOR PRIVATE WATER AND SEWER 1. This section covers trenching for water and sewer pipes and trenching for any other utility (i.e. drainage pipe) not covered by another Section of the specifications. Contractor shall locate all known utilities prior to trenching for new pipelines. The Contractor at the Contractor's expense shall repair any damage to existing or new electrical, telephone or communication, gas, sewer, water, and storm drain, and irrigation facilities. 2. Trench Safety: Before beginning excavation for a trench five feet or more in depth, the Contractor shall submit to and shall receive the acceptance (approval) of the Engineer of a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground. Such plan shall be submitted at least five days before the Contractor intends to begin work on the trench. If such plan varies from the shoring system standards established by the Construction Safety Orders, the plan shall be prepared by a registered civil or structural engineer. Nothing herein shall be deemed to allow the use of shoring, sloping, or protective system less effective than that required by the Constriction Safety Orders of the Division of Industrial Safety. No excavation shall start until the Engineer has accepted the Contractor's shoring plans and Contractor has obtained a permit from State Division of Industrial Safety and given a copy of the permit to engineer. The Contractor shall provide and install adequate sheeting, shoring, and bracing, or equivalent method for the protection of life or limb, which shall conform to the applicable safety orders, when applicable. Nothing in these specifications shall be construed as imposing tort liability on the Owner or any of its employees. E. TRENCH BACKFILL 1. Imported Trench Backfill Imported trench backfill shall be required when native trench material has a moisture content greater than 4% above the optimum moisture content as measured in accordance with ASTM 1557, or does not meet the gradation requirements for imported trench backfill given below. Imported trench backfill shall include material one foot above the pipe up to the existing pavement structural section. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 10 All imported trench backfill material shall be a quarry waste or similar material with 100% passing a 3" screen, no more than 15% passing a #200 sieve and a sand equivalent of 20 minimum using California Test Method No. 217. F. SANITARY SEPARATION 1. Sanitary separation shall be maintained as required in the Owner and/or State Standard details. The Engineer shall be notified immediately upon discovery of conflicting sewer laterals. A field determination will then be made by the Engineer as to which method of sanitary separation shall be used. SECTION 209 — PRESSURE PIPE 209-1 IRON PIPE AND FITTINGS 209-1.1 Ductile Iron Pipe 209-1.1.2 Materials All flanged pipe joints shall be joined utilizing Type 316 Stainless Steel nuts, washers and hex - head bolts. Gasket shall be full-faced, cloth reinforced Buna-N rubber. Flex and transition couplings used to join pipes in water main construction shall have all threaded parts and joining hardware fabricated from Type 316 Stainless Steel. Pipe harness assemblies, valve and fitting restraints and shackle -clamp assemblies shall be joined utilizing Type 316 Stainless Steel all -thread rod, nuts, bolts and washers. Clamps, shackles and other hardware may be carbon steel or ductile iron where appropriate, but must be coated liberally with corrosion protective mastic compound. Bolted connectors fabricated from stainless steel shall have threaded parts coated liberally with an approved anti -seize compound. All bolted and threaded fasteners shall be manufactured in the United States of America and shall conform to the minimum requirements for strength, material construction and dimension as established by the ASTM and the ANSI Specifications. All fasteners shall be accompanied by written certification from the manufacturer stating compliance with the appropriate specification. All mechanical joints shall be restrained joints. Water main fittings shall be manufactured in accord with AWWA C110 (ANSI A21-10) and shall be ductile iron. Cast Iron fittings shall not be accepted. Compact body fittings (AWWA C153) will not be permitted unless otherwise specified. Mechanical joint fittings shall be manufactured in accord with AWWA C110 and shall have retainer glands. All flanged pipe and fitting shall be shop fabricated, not field fabricated. Adapter flanges shall be ANSI B16.5 pattern, Class 150 flanges. Bolts and nuts for all installations shall be Type 316 Stainless CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 1 1 Steel. Threads shall be coated with a liberal amount of anti -seize compound. Flange gaskets shall be full-faced Buna-N, nylon impregnated rubber. Ductile iron pipe fittings and valves buried underground shall be protected with a polyethylene encasement (plastic film wrap) in accord with AWWA C105 (ANSI A 21.5). Wrap shall be loose 8 -mil thick polyethylene. SECTION 210 PAINT AND PROTECTIVE COATINGS 210-1 PAINT 210-1.4 Paint Materials. Submittals: 1. Materials List: a. The Contractor shall furnish the articles, equipment, materials, or processes specified by name in the Contract Drawings and specifications. No substitutions will be allowed without prior written approval of the Owner. b. Complete material list shall be submitted prior to performing any work. Material list shall include the manufacturer, model number, and description of all materials and equipment to be used. C. Equipment or materials installed or furnished without prior approval of the Owner may be rejected and the Contractor required to remove such materials from the site at his own expense. d. Approval of any item, alternate, or substitute, indicates only that the products or products apparently meet the requirements of the Contract Drawings and specifications on the basis of the information or sample submitted. 210-1.5.1 Metal fabrications: Priming and painting of all metal fabrications shall be as per Section 304-2.3.2. 210-1.6.1 General. [Replace the following]: The paint for traffic striping and marking shall be as specified in Section 310. The paint for concrete curbs shall be the following, or an approved equal: A. J.E. Bauer Company #2133 A-9 Red. B. J.E. Bauer Company #2134 A-9 Green. C. J.E. Bauer Company #1864 A-9 Blue. Thinner shall not be mixed with paint. Paint shall dry "tack -free" within thirty (30) minutes. Paint used for pavement legends and striping shall be a compound of paint and glass beads. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 12 210-1.6.5 Reflective Material. Shall be as specified in Section 310. 210-3 General [Replace with the following]: All metal fabrications shall be metalized per Section 304. SECTION 211 - SOILS AND AGGREGATE TESTS 211-2 COMPACTION TESTS 211-2.1 Laboratory Maximum Density [Replace with the following]: Suitable excavated materials removed to accommodate new construction may be used as fill material subject to Soils Engineer's inspection and approval. 211-2.2 Field Density Field density tests will be made by the Owner's Geotechnical Engineer during the course of construction at the expense of the Owner. If field density tests indicate that any portion of the compacted subgrade has density lower than that specified, the Contractor shall rework that portion until the specified density is obtained. Retest of areas which have failed compaction will be performed by the Owner's Soils Engineer at the Contractor's expense. All fill material and subgrade compaction shall be as noted in project soils report as prepared by GMU Geotechnical, Inc., dated March 10, 2020. See appendix A. SECTION 212 — WATER AND SEWER SYSTEM VALVES AND APPURTENANCES 212-5 VALVES 212-5.2 Butterfly Valves 212-5.2.1 General All butterfly valves shall be of the tight -closing, rubber -seat type, conforming to the design standards of ANSI/AWWA C504 latest revision, except where noted herein. Valves shall be bubble -tight at the rated pressure in either direction and shall be suitable for throttling service and/or operation after longs periods of inactivity. Manufacturer shall be ISO 9001 Certified or have similar certification up and above AWWA. All butterfly valves shall be from the same manufacturer. Valves shall be manufactured by the Henry Pratt Co. or approved equal. All valve bodies shall be constructed of cast iron ASTM A126, Class B with ANSI B16.1 flange drilling. All valves shall have 316 stainless steel exterior body bolts. Discs shall be of the concentric design. Valve discs shall be constructed of ductile iron ASTM A536, Grade 65-45-12 with a 316 stainless steel edge. Valves shall have a one piece through shaft of 18-8 stainless steel, corresponding to the requirements of AWWA CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 13 C504, latest revision. The shafts shall fasten to the disc by means of a threaded disc pin or through pin providing a positive leak proof connection of the shaft to the disc. Seats shall be simultaneously bonded and vulcanized to the body of the valve. All interior surfaces in contact with water, excluding stainless steel and disc shall be rubber lined or epoxy coated. Valves with the rubber seat located on the valve disc will not be permitted. Seats shall be designed so that no adjustments or maintenance is required. All shaft bearings shall be of the self-lubricating, corrosion -resistant, sleeve type. Bearings shall be designed for horizontal and/or vertical shaft loading. Shaft packing shall be self-adjusting and suitable for pressure or vacuum service. The flow path for valves shall be fully rubber lined. The valve disc shall be Fusion Bonded Epoxy Coated with an AWWA NSF -61 coating system or liquid epoxy on wetted interior surfaces 16 mils, holiday free. Exterior coating shall have 16 mils of liquid epoxy. All valves to be painted at the factory by the valve manufacture. All valves shall be hydrostatic and leak tested in accordance with ANSI/AWWA C504, latest revision with the following modification: Valves shall be tested and rated at 200 PSI to facilitate field system hydro -test. All valves to be tested with the actuator installed as a complete unit by the valve manufacture. Provide certified test reports with all valve shipments. Manufacturer furnishing valves shall present proof of compliance with ANSI/AWWA C504, latest revision. The valve actuators are to be installed and tested at the factory by the valve manufacture. All actuators shall be provided with 316 stainless steel exterior body bolts. Add Section 213 — ENGINEERING GEOSYNTHETICS SECTION 213 — ENGINEERING GEOSYNTHETICS 213-1 GENERAL [Add the following]: Subgrade/Trench Separation Barrier (per Geotechnical Report): For permeable (i.e., sandy/granular) subgrade applications: Subgrade/Trench separation barrier shall be a 4 oz. Non -Woven Geotextile — Mirafi 140N or approved equal. Filter fabric: Manufacturer's standard nonwoven pervious geotextile fabric of polypropylene geotextiles, "Mirafi 140N" or approved equal. 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. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 14 For blue paint for ADA Parking Stalls, paint shall be Waterborne Traffic Line paint. 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 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 SECTION 300- EARTHWORK SECTION 300.1 CLEARING AND GRUBBING. 300-1.1 General: 1. All site grading, earthwork preparation, presaturation, compaction, etc. shall be as outlined in these specifications and the plan documents, and per project soils report prepared by GMU Geotechnical, Inc., dated March 10, 2020. See Appendix A. 2. All clearing and grubbing, grading and earthwork shall be performed per plans, technical specifications and in accordance with the Geotechnical Report. 3. Following Owner approval of Contractor, herbicide (Roundup or approved equal), and prior to the pulverization process (See Section 301) Contractor shall apply herbicide to CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 15 all existing turf areas designated for removal within all proposed synthetic turf areas and not within 5' of the dripline of the adjacent existing trees. Any and all turf within 5' of existing trees shall be manually surface -scalped down to the beginning of the root zone and removed. Contractor shall have a Licensed Pest Control Advisor submit to the Owner a Pest Control Recommendation for the application of any pesticide/herbicide on Owner property. It must be applied by a Qualified Applicator. Both of these licensees are regulated by the California State Department of Pesticide Regulation. All chemicals shall be applied in accordance with registered label instruction and manufacturer's recommendations. The turf kill process shall last for a period of not less than 15 days to kill all living plant material (except existing trees). During the turf kill process, the area shall be allowed to dry out. Following complete turf kill (to be approved by Engineer) scalp turf areas down to the beginning of root zone. Any and all turf within 5' of drip line of trees shall be manually scalped down to the beginning of the root zone. Remove all scalped turf from the project site per Section 300-1.3. Following turf kill and removal, process exposed subgrade per Section 301. 4. Any and all earthwork/demolition within 5' of dripline of existing trees shall be conducted with the oversight/supervision of the City Arborist to verify no damage shall be imparted to existing trees. 5. Perform grading within contract limits, grading around trees, including adjacent transition areas to new elevations, levels, profiles, and contours indicated. 6. Any existing tree roots encountered which are 2" or greater in dimension shall be hand dug/excavated. Cutting of any roots 2" or larger in dimension will be performed under the supervision and approval of the City Arborist. No ripping of existing roots 2" or larger in dimension shall be permitted. 7. Removal of existing trees as noted on demolition plan shall include stump grinding of existing roots to a depth of 24". Contractor shall provide Owner approved backfill of stump ground holes. Resultant grade shall be compacted to 85% unless otherwise noted on plans or Geotech Report. Finish grade shall be smoothly feathered and transitioned to adjacent grade. Site Grading 1. Perform grading within contract limits, including adjacent transition areas to new elevations, levels, profiles, and contours indicated. Check subgrade surfaces parallel to finished surface grades. Provide uniform levels and slopes between new elevations and existing grades. 2. Grade surfaces to assure areas drain away from structures and to prevent ponding and pockets of surface drainage. Check subgrade surfaces. Subgrade shall be free from irregular surface changes and as follows: CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 16 a. The subgrade at any point shall not vary more than 0.10 foot above or below the grade established by the Improvement Plans if the structural section indicates placing surfacing on native material. b. The subgrade at any point shall not vary more than 0.10 feet above the grade established by the Improvement Plans if the structural section indicates placing an aggregate base or sub -base material on native materials. C. Precise Grading: Fine grades shall be set to the grades/elevations established by the improvement plans. d. Paved Areas: Shape surface of fine grade areas to line, grade, and cross- section indicated. Check compacted subgrade. Subgrade shall be suitable to receive paving base materials, per Standard Specifications. Subgrade tolerance plus 0, minus 1/2". e. Granular Base: Check subgrade surface. Subgrade surface shall be smooth and even, free of voids, to the required subgrade elevation. Compacted subgrade shall be suitable to receive granular base materials per Standard Specifications. Tolerance 1/2" in 10'. 3. Uniformly distribute and spread soil. Provide additional imported topsoil, if required, per Geotechnical Report dated January 16, 2019 in the Appendix to complete the work. Use loose, dry weed -free topsoil. Do not use muddy topsoil. Place during dry weather. 4. Fine grade topsoil eliminating rough and low areas to ensure positive drainage. Maintain levels, profiles, and contours of fine grades. 5. Remove stones, roots, weeds, and debris while spreading topsoil materials. Rake surface clean of stones 1" or larger in any dimension and all debris. Provide surfaces suitable for soil preparation provided under lawn and planting work. Contractor shall be responsible for `rock picking' and removal of all rocks, stones, and boulders one (1) inch in diameter and greater in all areas not requiring concrete paving. Removal of rocks from site shall be in compliance with state and local codes. 6. Perform grading within contract limits, including adjacent transition areas to new elevations, levels, profiles, and contours indicated. Grading and earthwork for the new construction shall include excavation of the existing grade as necessary to "key" in to existing grade the proposed surface. Spoils from such operations shall be relocated and stock piled by the contractor. Provide subgrade surfaces parallel to finished surface grades. Provide uniform levels and slopes between new elevations and existing grades. 300-1.2 Preservation of Property Consult the records and Contract Drawings of adjacent work and of existing services and utilities which may affect site work operations. 300-1.3 Removal and Disposal of Materials CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 17 Removal and disposal of material shall be done by Owner approved licensed and Franchised Commercial Solid Waste Haulers. A current list of approved haulers can be found on the Owner'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 work shall be done in accordance with Section 300-1.3.2 of the Standard Specifications for Public Works Construction except as modified and supplemented herein. The Contractor shall dispose of all excess or waste material and shall include all fees for such disposal in the appropriate bid items. 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 300-1.3.2 Requirements Concrete Curb, Walk, Gutters, Cross Gutters, Driveway, and Alley Intersections. Concrete shall be removed to neatly sawed edges with saw cuts made to a minimum depth of two (2) inches. Joins to existing pavement lines shall be full depth sawcuts. Final removal between the sawcut lines may be accomplished by the use of jackhammers or sledgehammers. Pavement breakers or stompers will not be permitted on the job. The Engineer must approve final removal accomplished by other means. Miscellaneous: In addition to the work outlined in Subsection 300-1 of the Standard Specifications, the following items of work are included under Clearing and Grubbing unless otherwise covered by a specific bid item. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 18 1. Maintain dust control at all times by watering; including developing water supply and furnishing and placing all water required for work done in the contract, including water used for extra work. 2. Provide for traffic control and all signs, barricades, striping and flashers necessary to maintain proper control, per approved Traffic Control Plans (as provided by contractor) 3. Protection and maintenance of utilities, trees. fences, walls, and other facilities within the construction zone, except those specifically directed by the Owner Representative to be removed or relocated. 4. Other items of work as directed in these Special Provisions. 5. Remove asphalt concrete paving and base material. 6. Remove PCC concrete. 300-1.5 Solid Waste Diversion Non -reinforced clean 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. Miscellaneous: In addition to the work outlined in Subsection 300-1 of the Standard Specifications, the following items of work are included under Clearing and Grubbing unless otherwise covered by a specific bid item. 1. Maintain dust control at all times by watering; including developing water supply and furnishing and placing all water required for work done in the contract, including water used for extra work. 2. Provide for traffic control and all signs, barricades, striping and flashers necessary to maintain proper control, per approved Traffic Control Plans (as provided by contractor) 3. Protection and maintenance of utilities, trees. fences, walls, and other facilities within the construction zone, except those specifically directed by the Owner Representative to be removed or relocated. 4. Other items of work as directed in these Special Provisions. 5. Remove asphalt concrete paving and base material. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 19 6. Remove PCC concrete. 300-2 UNCLASSIFIED EXCAVATION Trenching/grading Adjacent to Existing Trees. "The Contractor is responsible for clearing and grubbing, pruning and selectively removing tree roots that interfere with the work. The Contractor shall submit recommendations by its sub- contracting arborist to the Owner for review for safely pruning and removing tree roots. No roots shall be pruned or removed unless this submittal is returned to the Contractor as satisfactory. Prior to the submittal, the Contractor shall arrange to meet with the Owner's Arborist, Kevin Pekar (909) 644 3197 at the site to discuss Owner standards and requirements. If required, the submittal shall adhere to the following guidelines. 1. Root Pruning a. Whenever possible, root pruning shall only be done on one side of the tree unless specifically authorized by the Owner's Arborist. b. Roots shall be cleanly severed using a root -pruning machine, axe or comparable tool. 2. Arbitrary Root Cut a. A straight cut with a root -cutting machine shall be made. b. The cut shall be a maximum 14" below grade for sidewalks and 26" for curbs, and shall be made as far away from the tree base as possible. 3. Selective Root Pruni a. This process involves selectively removing offending roots when a tree trunk or root flare is less than 3 (three) feet from the sidewalk and/or the size, species or condition of the tree warrants a root cut to be hazardous to the tree or when there is only one minor offending root to be removed and/or the damage is minimal (i.e., only one panel uplifted, etc.) b. Selective root pruning shall be performed with an ax or stump -grinding machine instead of a root -pruning machine. c. All tree roots that are within the sidewalk construction area shall be removed or shaved down. d. Roots greater than two inches in diameter that must be removed, must be pre -approved by the Owner's Arborist. e. Roots shall be selected for removal on the basis that will have the least impact on the health and stability for the tree. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 20 Where it is necessary to excavate/grade adjacent to existing trees, the Contractor shall use all possible care to avoid injury to trees and tree roots. Excavation in areas where two (2) inch and larger roots occur shall be done by hand. All roots two (2) inches and larger in diameter, except directly in the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap, to prevent scarring or excessive drying. Where a ditching machine is run close to trees having roots smaller than two (2) inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean cuts through. Trenches adjacent to trees should be closed within twenty-four (24) hours; and where this is not possible, the side of the trench adjacent to the tree shall be kept shaded with burlap or canvas. Any and all grading within 5' of dripline of existing trees shall be performed under the supervision of the Owner. 300-2.6 Surplus Material All surplus material including asphalt, concrete, etc. shall be disposed of in a legal manner, in compliance with the City of Newport Beach Construction Debris Recycling Program and at the expense of the Contractor. 300-3 STRUCTURE EXCAVATION AND BACKFILL 300-3.1 General Footings shall bear on approved undisturbed bearing soil. 300-3.4 Inspection [Add the following after the first paragraph]: 1. Contractor shall provide adequate notice, cooperate with, provide access to their work, obtain samples, and assist testing agency and their representatives in execution of their function. 2. Fill Materials: Contractor shall provide testing of proposed import materials to verify suitability for use, gradation of material, moisture -density relation by ASTM D1557 and percent of organic materials. 3. When, during progress of work, field tests indicate that installed compacted materials do not meet specified requirements, provide additional compaction until specified density is achieved or remove and replace defective materials with new materials as directed by the Owner Representative. Cost of additional labor, materials, and testing to attain specified density shall be at Contractor's expense. 4. Do not cover or enclose work of this section before obtaining required inspections, tests, approvals, and location recording. 5. Submit reports for testing and inspection of the following, as directed by the Owner Representative. a. Subgrade surfaces b. Footing subgrade 300-3.5 Structure Backfill CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 21 1. All fill material is subject to testing and inspection. 2. Fill materials: shall be per project soils report as prepared by GMU Geotechnical, Inc., dated March 10, 2020. See appendix A. 3. Granular base: per project soils report as prepared by GMU Geotechnical, Inc., dated March 10, 2020. See appendix A. 4. Granular fill: per project soils report as prepared by GMU Geotechnical, Inc., dated March 10, 2020. See appendix A. 5. Obtain inspection and approval of subgrade surfaces from the Project Geotechnical Engineer prior to filling operations. Scarify, dry, and compact soft and wet areas; remove and replace unsuitable subgrade materials with an approved compacted fill material. Take corrective measures before placing fill materials. 6. Soil stabilization: When exposed subgrade surfaces become spongy during construction operations and soil stabilization is required, stabilize subgrade materials, as directed by the Owner Representative. 7. Spread approved fill material per Section 800. 8. Compaction: a. Compact subgrade and fill material of all areas shall be as noted on project soils report as prepared by GMU Geotechnical, Inc., dated March 10, 2020. See appendix A. b. Water settling, puddling, and jetting of fill and backfill materials as a compaction method are not acceptable. C. Maintain moisture content of materials, during compaction operations within required moisture range noted on project soils report as prepared by GMU Geotechnical, Inc., dated March 10, 2020. See appendix A and to the satisfaction of the Project Geotechnical Engineer to obtain indicated compaction density. d. Provide adequate equipment to achieve consistent and uniform compaction of fill and backfill materials. 300-5.2 Imported Borrow QUALITY ASSURANCE: The Soils Report shall control all aspects of this Work. If a discrepancy occurs between this specification and the Soils Report, the Soils Report shall take presidency. A. Professional Observation: Perform Work of this Section under the inspection and approval of the Geotechnical Engineer. Give Geotechnical Engineer not less than 48 hours advance notice of readiness for inspection. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 22 B. Source Quality Control: Obtain approval by Geotechnical Engineer of imported fill material before material is brought to site, and same approval of excavated material for use in fills or backfills prior to placing. C. Requirements of Regulatory Agencies: Conform off-site excavation, backfill, and compaction to requirements of public authorities having jurisdiction. Obtain and pay for required permits and inspections. SECTION 301- SUBGRADE PREPARATION, TREATED MATERIALS AND PLACEMENT OF BASE MATERIALS 301-1 SUBGRADE PREPARATION 301-1.2 PREPARATION OF SUBGRADE A. Below any and all improvements with the exception of synthetic turf. 1. All subgrade preparation shall be performed in accordance with the Geotechnical Report, See Appendix A. 2. The upper 8 inches of the exposed subgrade should be pulverized, moisture conditioned, and recompacted to a minimum 95 percent relative compaction, in accordance with ASTM D 698. 3. Subgrade pulverization should be performed utilizing a pulverization machine (such as a Caterpillar RR -250 Road Reclaimer, or equivalent) that is capable of thoroughly pulverizing the subgrade to the satisfaction of the project geotechnical engineer. Equipment available from: Arrow Asphalt 1620 W. Pellisier Road Colton, CA 92324 4. Project Geotechnical Engineer shall review and approve pulverized soil to verify existing organics have been sufficiently pulverized prior to grading. Contractor shall be responsible for continued pulverization to the satisfaction of the project geotechnical engineer prior to commencing with grading operations. B. Below any and all improvements with the exception of synthetic turf. 1. All subgrade preparation shall be performed in accordance with the Geotechnical Report, See Appendix A. 301-2 UNTREATED BASE 301-2.1 General - Crushed Aggregate Base (CAB) A. Crushed Aggregate Base shall be placed to the lines and grades shown on the plans and in accordance with the methods of Section 301-2 of the Standard Specifications. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 23 Crushed Aggregate Base shall be placed to the lines and grades shown on the plans and in accordance with the methods of Section 301-2 of the Standard Specifications. Prior to placement of Crushed Aggregate Base, the subgrade soils shall be processed to a minimum depth of 6 -inches, moisture -conditioned, per Project Geotechnical Report prepared by GMU Geotechnical, Inc., dated March 10, 2020. See appendix A and recompacted to a minimum depth of 90 percent relative compaction. 301-6 SOIL STERILANT 301-6.1 General All areas indicated on the plans to receive asphalt concrete pavement over native material shall be prepared in accordance with Section 300 of the Standard Specifications concerning subgrade preparation. In addition, after the compaction is completed, the Contractor shall apply a soil sterilant to the subgrade. Application shall be by spray equipment which provides good mechanical agitation and even coverage of the area to be treated. Spray equipment shall be calibrated before material is applied, and the Owner's decision as to effectiveness of the spray equipment shall be final. Great care shall be taken to apply soil sterilant to the designated asphalt concrete areas only. Concrete or asphalt may be placed immediately after placement of soil sterilant. Soil Sterilant shall be Casaron 50W. or approved equal, as supplied by Target Specialty Products, Santa Fe Springs, CA., (800) 352-3870. 301-6.2 Operator's License The Contractor's operator applying the soil sterilant shall be licensed by the State of California, Department of Food and Agriculture and registered with the Office of the Agricultural Commissioner of Los Angeles County as a pest control applicator. 301-6.3 Application Any soil sterilant which is approved in writing by a licensed pest control advisor (for the purpose to which it will apply) may be used upon acceptance by the Owner Representative. The dye shall not stain concrete or masonry. Certification shall be furnished to the Owner Representative showing the purchase receipt and manufacturer's recommended rate of application of the material. SECTION 302 - ROADWAY SURFACING 302-4 SLURRY SEAL SURFACING 302-4.8 Spreading and Application Slurry seal shall be sufficiently cured for vehicle traffic without tracking or damage to the surface by 3:00 p.m. on the same day. In case of damage done by vehicles and/or pedestrians upon slurry that has not been sufficiently cured, the Contractor shall replace all of the damaged work at the Contractor's expense and no additional compensation shall be made by the Owner. Upon the completion of the day's slurry seal or seal coating, streets and parking lots shall be temporarily striped within 24 hours. Final striping shall be installed no more than ten (10) working days after placement of slurry seal. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 24 Prior to applying slurry seal, the Contractor shall clean all work surfaces and remove all loose materials, vegetation, oil, and other foreign material. Additionally, all locations with weeds shall be treated by an approved weed -killer before any slurry seal is applied. 302-4.9 Field Sampling and Testing Upon the Engineer's direction, the Contractor shall slurry seal test sections within the construction limits for each batch of slurry seal mix. The Contractor shall apply the slurry seal test sections as directed by the Engineer. No slurry seal shall be applied until the test slurry seal sections have been approved the Engineer. The costs of these slurry seal tests shall be included in the contract price paid for slurry seal and no additional compensation shall be made by the Owner to the Contractor. Field samples that do not meet the requirements of Table 302-4.9.1 shall be re -tested. The Contractor shall be responsible for all cost associated with the re -testing. 302-5 ASPHALT CONCRETE PAVEMENT 302-5.1 General [Replace the last paragraph with the following]: Asphalt Concrete shall conform to the requirements of Subsection 203-6.1 as modified by these Special Provisions. All cracks'/4-inch or greater in width shall be cleaned, have weed kill applied and sealed with a hot -applied crack sealant approved by the Engineer. In residential areas, no highway rated equipment or trucks are to be used (eg. no super trucks). Use truck and trailers or transfers. Use of heavier rated trucks must be approved by Engineer. The top layer of asphalt concrete (finish course) shall be placed in a separate lift. Longitudinal joints between two passes of asphalt concrete shall be along a lane line. Holes, spalls, and cracks greater than 1/4 -inch in width shall be filled and compacted to 95% minimum. The pavement shall then be cleaned with a power broom. 302-5.2 SEAL COAT A. Prepare the surfaces, mix the sanded emulsified asphalt slurry seal coat material and apply 1 coat over all new paving and 2 coats over existing areas in accordance with the manufacturer's recommendations and referenced standards. Adjust type of slurry mixture used and application procedures based on actual project conditions and direction of placement so that a uniform distribution is obtained at all points. 1. SPECIFICATIONS FOR THE APPLICATION OF ASPHALT EMULSION SEALCOAT a. The work covered by this specification includes the design, testing, and quality control required for the proper production of an Asphalt Sealcoat product and all materials, equipment and workmanship required for the application of an Asphalt Sealcoat to an existing asphalt concrete pavement where shown on the plans, as specified in these specifications and the special provisions, and as directed by the City. b. Asphalt sealcoats under this specification shall be manufactured by uniformly blending asphalt cement, water, aggregates and various admixtures in a central plant capable of CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 25 producing a minimum of 2,400 gallons per hour of finished product. Components shall be measured and recorded by weight controls that consistently incorporate all additives as required by these specifications. Blending the admixtures with the base asphalt emulsion shall be accomplished through the use of a high shear mechanical mixer to provide a uniform mixture. c. Asphalt Sealcoat shall be stored in a tank equipped with power driven mixing or agitation equipment capable of keeping the Asphalt Sealcoat thoroughly and uniformly mixed. The stored material shall be protected from freezing in cold weather conditions. 2. MATERIALS a. The materials for Asphalt Sealcoat immediately prior to mixing shall conform to the following requirements: The asphaltic cement shall have a penetration rating of 15 to 35 pen and an SHRP rating of PG -70-10. The asphaltic cement shall be modified to contain a minimum of 8% recycled crumb tire rubber incorporated into the asphalt cement by use of a high shear Siefer mill. The modified asphalt cement shall be combined with slate, clay, water, and admixtures to form a stable emulsion, with a pH not greater than 7.0 and solids content not less than 49%. ii. Water shall be potable and of such quality that the water will not separate from the emulsion before the sealcoat is applied. iii. Mineral Aggregate components shall be 100% passing the #50 mesh sieve. These components shall be natural or manufactured, consisting of clean, hard, durable, uncoated particles that are clean and free from decomposed materials, organic materials and other deleterious substances. The sieve analysis of the Mineral Aggregate components shall be determined in accordance with A.S.T.M. test method c136. 3. MIX CERTIFICATION a. At least 7 days before asphalt sealcoat placement commences, the Contractor shall submit to the City for approval a laboratory report of tests and Manufacturer's certificate of compliance covering the specific materials to be used on the project. b. The tests shall be performed by a laboratory capable of performing the applicable Asphalt Sealcoat Manufacturers Association (ASMA) recommended tests. 4. SURFACE PREPARATION a. The surface to receive Asphalt Sealcoat must be free of all foreign material and dry immediately prior to sealcoat application. Cleaning may be by air blowing, vacuum, mechanical sweeper, washing, or other techniques as approved by the City. If washing the existing surface is used, the surface shall not have any standing water prior to application of the sealcoat. Salt, deicing agents, fertilizers, hard water deposits and other such chemicals will promote lack of bonding of the sealcoat to the existing surface and may require extraordinary cleaning measures. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 26 b. Cracks in the asphalt surface shall be treated in accordance with City approved methods. Prior to application of sealcoat, deposits of grease or oil shall be cleaned by scraping, burning and/or the use of approved detergents in order to promote adhesion of the sealcoat. After cleaning the areas described above, the areas shall be sealed with an oil seal. Oil seal shall be a quick drying latex emulsion with suitable admixtures manufactured specifically for the purpose of isolating the Asphalt Sealcoat from any residual oils, petroleum, grease or gas stained pavement. c. The properties of the oil seal shall be such as to be compatible with the Asphalt Sealcoat. d. In areas where the foreign oil or grease has penetrated the asphalt concrete such that cleaning as described above is not effective, the affected areas shall be removed to the depth necessary but not less than 3/4 inch. On excessively weathered surfaces, areas such that cleaning operations leave a film of dust, or on areas previously sealed with coal tar, a tack coat of SS1 h (CSS1 h) asphalt emulsion conforming to ASHTO T56, shall be applied. The tack coat shall consist of One (1) part SS1 h (CSS1 h) with Four (4) parts water applied at a rate of 0.05 to 0.10 gal/sq yd. The tack coat must be dry prior to application of the Asphalt Sealcoat. e. Areas of structurally unsound asphalt concrete such as alligator cracking, low spots (bird baths) or rutting must be properly repaired as required by the City, prior to placement of the Asphalt Sealcoat. f. Asphalt Sealcoat shall not be placed on new asphalt concrete until after a 30 day minimum cure period or as directed bV the Project Manager. 5. APPLICATION a. Application of the Asphalt Sealcoat shall be by mechanical means using rubber faced squeegees, brooms, distributor bar/wand or combinations of these or other techniques approved by the manufacturer and by the City. b. The Asphalt Sealcoat being applied shall be uniform and free flowing, free of lumps and other inconsistencies. Potable water may be added for dilution as necessary as per manufacturer's recommendation for consistency and spread -ability but shall not exceed 20% by volume or as directed by City. If, after the addition of the maximum allowable water volume the seal coat is unsuitable, the materials shall be rejected and removed from the site. c. The Asphalt Sealcoat shall consist of two application coats of material. Additional applications may be required as directed by the City. The sealcoat must be thoroughly dry prior to application of the second or subsequent coats. d. Application of Asphalt Sealcoat in ambient temperatures in excess of 100 degrees F shall require pre-treatment of the asphalt concrete surface with a water mist. The water must not be standing, but the surface should be damp prior to sealcoat application. This treatment is also recommended for application on porous surfaces where the water within the sealcoat may be absorbed too quickly by the existing pavement surface. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 27 e. Care will be taken to ensure that the sealcoat material is kept off of all structures and appurtenances (concrete pads or curbs, light standards, wheel stops, buildings, etc.) on or surrounding the asphalt surface. Any material that is sprayed or splashed onto these structures shall be immediately removed by whatever means necessary, without damaging the structure, at the contractor's expense. f. Asphalt Sealcoat shall be applied uniformly over the prescribed area in continuous parallel lines in a manner so that no ridges or uncoated areas shall exist, application rates will vary depending on the texture of the existing asphalt surfaces, with rough surfaces requiring more material than smooth surfaces. g. The following application rates are guidelines only: i. Smooth, dense surfaces 20 gals/1,000 square feet (.18 gaUyd2) ii. Medium surfaces 30 gals/1,000 square feet (.27 gal/yd2) iii. Rough surfaces 40 gals/1,000 square feet (:36 gal/yd2) h. When the Asphalt Seal coat is to be placed on a severely weathered pavement surface with a very rough texture, the inclusion of ground copper slag additive is recommended for the first coat. The ground copper slag additive shall be 100% passing the #50 mesh sieve. The addition of the ground copper slag additive shall not exceed 4 pounds per gallon without approval of the City. The inclusion of the ground copper slag additive may require the addition of 1-3% Liquid Latex binder (Micro -lock) per gallon of undiluted Asphalt Sealcoat or as directed by City. i. The properties of the ground copper slag additive shall be determined in accordance with Cal Test 202 testing methods. The properties of the Liquid Latex shall be such as to be compatible with sealcoat product, and approved by the manufacturer 6. WEATHER a. Asphalt Sealcoat shall only be applied when the ambient temperature is at least 50 degrees F and rising. Sealcoat shall not be applied when there is an imminent threat of rain, freezing temperatures, during rain, or when the surface contains standing water. 7. MISCELLANEOUS a. All patching will be with a 3" asphalt lift b. Contractor is responsible to field measure for their final bid price. c. Traffic shall not be allowed on the Asphalt Sealcoat until the sealcoat is thoroughly cured, which in warm weather conditions, is approximately 24 hours. Minor scuffing or power steering marks may occur on a newly applied surface in warm weather. d. Notifications placed throughout the park shall state the time and date that the surfacing will take place. Suitable tow -away signs may be posted prior to the surfacing. Should work not occur on the specified day, a new notification shall be distributed. CITY UP NEW PORI BEACH I echrncal Specifications Greenbook GRANT HOWALD PARK Page 28 e. Irrigation watering shall be kept off for at least 24 hours prior to and 48 hours after the application of Asphalt Sealcoat. f. Upon request, the contractor shall supply the City with scale tags for the project containing the following information: product name, project name or location, gallons/tons supplied for the project. Striping for parking and traffic flow should be done only after the sealcoat has thoroughly dried. g. Finished dry and thoroughly set surface seal is to be smooth, tough, resilient, uniform color and free from coarse textured areas, lap marks, ridges and other surface irregularity. h. Seal coat shall be allowed to cure before allowing traffic on the pavement. Light dusting of the area with fine sand may be used to remedy excess seal coat application. 302-5.4 Tack Coat Tack coat material shall be Grade SS -1 h emulsified asphalt 302-5.5 Distribution and Spreading. [Delete the sixth paragraph and add the following]: The depositing, distributing, and spreading of the asphalt concrete shall be accomplished in a single, continuous operation by means of a self-propelled mechanical spreading and finishing strike -off assembly capable of being accurately regulated and adjusted to distribute a layer of the material to a definite predetermined thickness. The machine shall be equipped with automatic screed controls. The automatic screed controls require a reference system for the automatic system to follow. This reference can be the base on which asphalt concrete is being placed, the lane next to the material being placed, or a string line. The automatic screed control can also follow a traveling reference system. A traveling reference system may be a ski attached to a control arm, which notes changes in base contours and adjust the screed automatically to compensate. A string line or traveling reference system shall be used to allow the automatic control to adjust screed height as necessary to maintain proper longitudinal (length -wise) grade of the pavement. To maintain proper transverse (width -wise) grade, the automatic screed control shall use a pendulum system attached to a beam running between the two screed pull arms. When paving is of a size of in a location that use of a self-propelled machine is impractical, the Owner Representative may waive the self-propelled requirement. At those location where new asphalt concrete pavement overlay joins existing asphalt pavement, the Contractor shall rake out all aggregate 3/8 inch or larger and feather the new paving to form a smooth transition to join the existing pavement. 302-5.8 Manholes (and Other Structures) All manholes, water valve boxes, and utility boxes shall be temporarily lowered prior to pavement cold milling. Upon completion of asphalt concrete finish course, the top of manholes, water valve boxes, and utility boxes shall be adjusted to grade to meet the smoothness requirement as specified in 302-5.6.2. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 29 302-6 PORTLAND CEMENT CONCRETE PAVEMENT 302-6.4 Concrete Finishes 1. General. Unless otherwise specified in this Subsection, retardant finish, broom, and steel trowel finish concrete used in the hardscape areas shall be constructed of concrete prepared as prescribed in Subsection 201-1. Portland Cement Concrete Pavement shall be constructed in accordance with Section 302-6 "Portland Cement Concrete Pavement"' except as modified herein. 2. Job Sample. Contractor shall pour and finish a 6' X 6' square sample of each concrete finish and color using the specified materials and construction techniques. Each sample shall include final finish color as specified, sawcut joints with crack chaser, expansion joints, and shall meet with the Owner's approval prior to placing any production concrete. Production pours are not acceptable as field samples. Sample 6' X 6' concrete panels shall be prepared by Contractor for Owner's review three weeks prior to scheduled production pours. Samples not meeting with Owner's satisfaction shall be repoured and finished at no cost to Owner. Preparation of 'Top Cast' no. 5 finish samples (see Section 201-1.2.4) shall be prepared per supplier's specifications. After approval of Job Sample 3. Subgrade Preparation: All soil material used as compacted fill or material processed in place or used to backfill trenches should be moistened, dried, or blended as necessary to achieve the optimum moisture content for compaction, and densified with relative compaction as determined by ASTM Test Method D 1557 per project Geotechnical Report, dated dated March 10, 2020. See appendix A. The subgrade under any sidewalks and flatwork shall be scarified to a depth of at least eight (8) inches or as recommended by the Project Soils Report (See Appendix A), and moisture shall be applied to maintain free water on the surface for at least 24 hours prior to placing concrete and the subgrade shall then be prepared without compactive effort. Preparation. Subgrade shall be compacted and prepared in accordance with project soils report as prepared by GMU Geotechnical, Inc., dated March 10, 2020. See appendix A. 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. SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION 303-1 CONCRETE STRUCTURES 303-1.1 General CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 30 Concrete structures shall conform to the provisions of the Standard Specifications and herein. Reinforcing steel shall be Grade 60 billet steel conforming to ASTM A615. The surfaces of all concrete structures shall receive a smooth trowel finish, unless otherwise specified on plans. The Contractor shall furnish all labor, tools and materials to construct reinforced Portland Cement Concrete structures and appurtenant work to grades and dimensions shown on the Plans or staked in the field. The Contractor shall submit method and sequencing for placement of P.C.C. for the Owner's Representative approval at least ten (10) working days prior to commencement of work. Unless otherwise specified, transverse construction joints shall be placed in all reinforced sections at intervals of not less than ten (10) feet or more than fifty (50) feet. The joints shall be in the same plane for the entire structure and, for concrete thickness greater than 6 -inches, shall be keyed as directed by the Owner's Representative. 303-1.3 Forms Forms shall be braced to withstand the pressures developed and shall be tight to prevent the loss of mortar. Formed wall surface shall be free of any unevenness greater than 1/4 -inch when checked with a 10 -foot straight edge. Concrete in walls with side slopes flatter than 3/4:1 shall be placed on suitable material which has been overfilled, compacted, and trimmed to true grade. Backforms shall be used where the side slope is 3/4:1 or steeper. A clear non -staining form release agent which will not discolor nor affect the surface texture of the concrete and does not react with any ingredients of the concrete shall be used. The cost of Furnishing and Placing Form Release agent shall be included in the cost of Portland Cement Concrete. All form work for concrete construction (mow curbs, paving, concrete curbs, gutters, walls, etc) shall be reviewed and approved by Owner prior to pouring of concrete. 303-1.7 Placing Reinforcement. 303-1.7.1 General Aluminum and plastic supports for reinforcement shall not be used. Bars shall be accurately spaced as shown on the Plans and spacing of first bar immediately adjacent to transverse construction joint shall be one-half the required spacing shown on the Plans. In no case shall the clear distance between parallel bars be less than 2-1/2 diameters of the bar, or a minimum of 2 -inches. Unless otherwise shown on Plans, embedment of reinforcing steel (other than stirrups and spacers) shall be 1-1/2 inches clear depth for #8 bars or smaller, and shall be 2 -inches clear for #9 bars and larger. Where placement of reinforcing steel requires alternate bars of different size embedment, requirements shall be governed by the larger bar. Stirrups and spacers shall be embedded not less than 1 -inch clear depth. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 31 Measurement of embedment shall be from the outside of the bar to the nearest concrete face. Tack welding or butt welding of reinforcing bars will not be permitted. 303-1.7.2 Splicing Reinforcing bars may be continuous at locations where splices are shown on the plans, at the option of the Contractor. The location of splices, except where shown on the Plans, shall be determined by the Contractor, based upon using available commercial lengths where applicable. Splices shall consist of placing the reinforcing bars in contact and wiring them together in such a manner as to maintain the alignment of the bars and to provide minimum clearances. No lapped splices will be permitted at locations where the concrete section is not sufficient to provide a minimum clear distance of 2 -inches between the splice and the nearest adjacent bar. The clearances to the surface of the concrete shall not be reduced. Length of lapped splices shall be as noted on Contract Drawings. Splices of tensile reinforcement at points of maximum stress shall be avoided; however, any deviation from splices shown on the Plans shall be approved by the Owner's Representative. 303-1.8 Placing Concrete 303-1.8.1 General The Contractor shall exercise caution in placement of concrete in walls and congested areas to ensure proper consolidation and that there are no voids, and protection of waterstops in position. Adequate provisions shall be made for visual inspection of concrete placement, consolidation and waterstop protection. Pouring of walls in lifts, use of smaller maximum aggregate sizes, or other methods as necessary may be proposed by the Contractor and will be permitted only after evaluation by the Owner Representative. 303-1.9.2 Ordinary Surface Finish Ordinary Surface Finish shall not apply to rock pockets which, in the opinion of the Owner Representative, are of such extent or character as to affect the strength of the structure materially or to endanger the life of the steel reinforcement. In such cases, the Owner Representative may declare the concrete defective and require the removal and replacement of the structure affected. 303-1.10 Curing. [Amend first paragraph with the following]: Exposed concrete surfaces shall be sprayed with Type 2 curing compound at a uniform rate of one gallon per 150 square feet. Surface retardant: Surface retarder shall be "Top Cast" No. 5 surface retarder or approved equal, provided by Dayton Superior. "Top Cast" retardant to be applied at specific paving conditions noted on plans and shall utilize Top Cast release agent, as noted on plans. Contractor shall contact Chuck Poole of Dayton Superior Corporation (714) 287-6342 to meet on site to discuss application procedures prior to preparation of concrete samples. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 32 Concrete sealer shall be Siloxane WB Concentrate sealer. Dilution to be 1:9 minimum to 1:7 maximum. Provided by Mike Davis of Innovative Concrete Products and Marketing, Inc. Phone: (949) 498-7077. See manufacturer recommendations. 303-1.11 Payment [Replace paragraph one with the following]: Portland Cement Concrete structures shall be included in the contract price and shall include full compensation for furnishing all labor, materials, tools and equipment and doing all work required to construct the structure in conformity with the plans and specifications. Should the Contractor request and obtain permission to use admixtures for his own benefit, he shall furnish such admixtures and incorporate them in the concrete mixture at his expense, and no additional compensation will be allowed therefore. Should the Owner Representative direct the Contractor to incorporate any admixtures in the concrete when their use is not required by these specifications, furnishing the admixtures and adding them to the concrete will be paid for as Extra Work a provided in Subsection 3-3, as amended by these Special Provisions. 303-4.1.1 General Graffiti Coating 1. Graffiti Coating All exposed concrete block at shall receive GSS-10 Graffiti Coating System (GSS- 100 and GSS-200 Finish Coat), or Owner approved equal (See Section 202-2.2.3). Application shall be per manufacturer specifications. Provide 4' x 4' sample mock-up of sealed material for review and approval prior to production applications. 303-5 CONCRETE CURBS, CONCRETE PAVING, CONCRETE SEATING, WALKS, GUTTERS, ACCESS RAMPS, AND DRIVEWAYS. 303-5.1 Requirements 303-5.1.1 General 1. Concrete curbs, ramps, and walks shall conform to the Standard Specifications and supplied herein in conjunction with Construction Document Plans and Details. 2. Sidewalks and curb access ramps shall be opened to pedestrian access on the day following concrete placement. In addition, all forms shall be removed, irrigation systems shall be repaired, and backfill or asphalt concrete patchback shall be placed within 72 hours following concrete placement. 303-5.2 Forms 303-5.2.1 Standard Form CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 33 1. Use flexible metal, 1" lumber or plywood forms to form radius bends. 2. Install, align and level forms, stake, and brace forms in place. Maintain following grade and alignment tolerances except where accessibility concerns would bring non- compliance if tolerances were allowed. a. Top of Form: Maximum 1/8" in 10'0". b. Vertical Face: Maximum 1/8" in 10'0". 3. The Contractor shall include all fine grading and compaction with regard to setting forms during concrete placement. 4. The Contractor shall notify Owner a minimum of 36 hours in advance of scheduled form board review. All form work for hardscape construction (mow curbs, concrete paving, curbs, gutters, walls, etc.) shall be reviewed and approved by Owner prior to pouring of concrete. All formwork shall be constructed utilized the projects digital base plan. Modifications in formwork necessary for alignments to be straight, true to line with well transitioned radial, curved sections shall be provided by the contractor at no additional cost to the contractor. 303-5.4 Joints 303-5.4.1 General 1. Provide expansion joints using pre -molded joint filler at concrete work abutting curbs, walks, and other fixed objects. a. Locate joints as indicated. When not indicated, provide joints at maximum 24'-0" on center for curbs and walks. Align joints in abutting curbs and walks. Contractor shall provide a joint layout play for review and approval by the Owner prior to construction of joints. b. Install expansion joint fillers full -width and depth of joint. Recess top edge below finish to receive sealants as indicated on the details. C. Provide joint fillers in single lengths for the full slab width, whenever possible. Fasten joint filler sections together when multiple lengths are required. d. Where intersecting joints occur join top edge and continue any spliced joints without deviation of form line or direction. e. Protect the top edge of the joint filler during concrete placement. f. Control joints shall be provided to a depth equal to 1/3 the thickness of the concrete pour. 303-5.5 Finishing 303-5.5.2 Curb CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 34 The Contractor shall install or replace curb markings that indicate sewer laterals on the face of the curb. The Contractor shall mark the curb with a chiseled "S" for sewer. A two (2) day notice to the Engineer is required for requests to the Owner to determine the location of sewer laterals. 303-5.5.4 Gutter The Contractor shall hold the flow line tolerances to within 0.01 feet of those elevations shown on the plan. 303-7 COLORED CONCRETE 303-7.1 General Delete the first sentence and replace with the following: Colored concrete shall be produced by Method B (Integral Color) as described in Section 303-7.3. SECTION 304B - METAL FABRICATION AND CONSTRUCTION FOR ALL ORNAMENTAL METAL FENCING, GATES, GUARD RAILS, AND HANDRAILS 304-2 METAL HANDRAILS 304-2.3 Ornamental Metal 304-2.3.1 General. The materials for ornamental metal items. 304-2.3.2 Fabrication: 1. Miscellaneous metal work which will be exposed to view shall only be fabricated with materials that are smooth and free of surface blemishes, including, but not limited to, pitting, seam marks, trade names, and roughness. Remove such blemishes by grinding or by welding and grinding prior to cleaning, treating or applying surface finishes. 2. Shop Assembly: Work shall be fitted, shop assembled, and ready for erection when identified on construction schedule. 3. Workmanship: Form metals to shape and size with sharp lines and angles, and with smooth surfaces and faces free from distortion. Mill fastening to a close fit. Do all fitting true to line. Bend or form all tubing, pipe, and other members to continuous and true curves with all joints flush and neatly fastened together. All fabrications shall be square, plumb, straight, and true. 4. Jointing and Connections: Jointing and intersections shall be accurately made in true planes and tightly fitted to hairline joints. Connections shall be welded. Do not use screws unless specifically shown or required - if used, screws shall be countersunk with a metal compatible with the members being joined. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 35 5. Welding: Welding shall conform to the requirements of the "Structural Welding Code" ASW D1.1. Where welds are exposed to views, bevel members prior to welding and weld full. Grind welds flush, smooth, level with the adjacent surfaces. Grind welds at intersecting members to sharp lines. 6. Holes: Accurately space to centers such that boles are not poorly or carelessly seamed. 7. Anchorage: Fabricate and space anchoring devices to provide adequate support for intended use. 8. Insulation of metals from contact with masonry and different metals from contact with each other shall be provided where necessary to prevent corrosion. 9. Debur and grind smooth all welds and rough spots. 10. All ornamental metal fabrications shall be abrasive blasted per SSPC-SP6 Commercial blast cleaning prior to the application of the zinc rich primer. Surface must be free of all visible oil, grease, dust, dirt, mill scale, rust, coating, oxides, corrosion products, and other foreign matter. 11. All ornamental metal fabrications shall receive 2 mil. to 4 mil. zinc thermal sprayed metalized finish per ANSI/AWS C218.93, ASTM C633, ASTM B833-93, and SSPC-CS Guide 23.00, June 1, 1991. Contact: Zinc Nation, Inc. Contact: Whitney Blakeslee. Phone: 949-837-1839. Contractor shall submit sample of metalizing for review and approval prior to metalizing ornamental metal items. Sample shall be prepared by Zinc Nation or approved equal. Following metalizing, Contractor shall provide "Certification of Metalizing" by Zinc Nation to Owner prior to delivery of metal works to site. Certification shall note specific project name, location, Owner, and a list of elements which were metalized (gates, fencing, handrails, guardrails, etc.) Failure to provide certification will require Contractor to return subject project elements to Zinc Nation for sand blasting, metalizing, and subsequent application of specified coating (Tnemec Coating, see Sections 210 and 304), at no cost to the Owner. 12. Shop Applied — High Performance Coating System: a. All ornamental metal fabrications shall receive Zinc/Epoxy/Polycarbamide coating system as provided by Tnemec Company Incorporated, or approved equal, 417 East Weber Avenue, Compton, CA 90222. Contact: Chris Hille. Phone (720) 278-4817. Fax 310-637-4161. Web Site www.tnemec.com/tpc. Equivalent materials of other manufacturers may be substituted only by approval of the architect. Requests for substitution shall include manufacturer's literature for each product giving the name, generic type, descriptive information, solids by volume, recommended film thicknesses, performance criteria and a list of five projects where each product has been used and rendered satisfactory service. No request for substitution shall be considered that would decrease the film thickness or offer a change in the generic type of the coating. b. Primer: Zinc Nation Zinc Thermal Sprayed Metalizing Finish CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 36 C. Intermediate: Tnemec Series L69 Hi -Build Epoxoline, DFT 3.0 to 5.0 mils. d. Finish Coat: Tnemec Series 750 UVX, (Semi -Gloss) DFT 2.5 to 4.0 mils. e. Total DFT: 8.0 to 12.5 mils. f. Color: Black. 304-2.3.3 Performance Criteria: 1. System Type: Zinc -Rich Urethane/Polyamido Amine Epoxy/Polycarbamide. 2. Surface Preparation (Field): SSPC-SP6 or SSPC-SP11 3. Primer: Series 94H2O Hydro -Zinc, DFT 2.5 — 3.5 mils. a. Volatile Organic Compounds: 96 grams/Litre b. HAPs Content: 0.80 lbs/gallon solids 4. Intermediate: Series L69 Hi -Build Epoxoline II, DFT 3.0 to 5.0 mils a. Volatile Organic Compounds: 98 grams/Litre b. HAPs Content: 0.00 lbs/gallon solids c. ASTM D 4541 Adhesion: Not less than 1.943 psi d. ASTM B 117 Salt Spray (Fog): Not more than 3/16" rust creepage at scribe after 20,000 hours exposure 5. Finish Coat: Polycarbamide. (Tnemec Series 750 UVX) 6. Description: An advanced technology polycarbamide semi -gloss finish coat combining low VOC with exceptional performance. Offers superior color and gloss retention for long-term aesthetics on a wide range of exterior structures. 7. Properties: a. Solids by Volume: 72% b. VOC: i. Unthinned: 0.82 lbs/gallon (99 grams/litre) ii. Thinned 10%: 0.82 lbs/gallon (99 grams/litre) 8. Curing Time: At 75 degrees F (24 degrees C) (curing time varies with surface temperature, air movement, humidity and film thickness.) a. To Touch: 2 hours b. To Handle: 6-8 hours c. To Re -coat: 8 hours 9. Performance Criteria: a. Adhesion: ASTM D4541 (Elcometer): No less than 900 psi (6.2 MPa) pull; average of five tests. b. Abrasion: ASTM D4060, (CS -17 Wheel, 1,000 grams load): No more than 150 mg loss after 1,000 cycles. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 37 c. Flexibility: ASTM D522 (Method A, Conical Mandrel): No less than 16% elongation, average of three trials. d. Hardness: ASTM D3363: No gouging or scratching with an HB or less pencil. e. QUV: ASTM D4387, UVA-340 Bulbs: No blistering, cracking, or chalking. Less than 87% gloss retention and no more than 5.7 unit gloss loss and 55 DEoo color change after 5,000 hours exposure. f. Humidity: ASTM D4585: No blistering cracking rusting or delamination of film after 2,000 hours exposure. 304-2.3.3 Installation: 1. Ornamental metal items and fencing shall be erected in accordance with the plans. All work shall be erected square, plumb, straight, and true. Perform all required cutting, drilling, and filling. Accurately set and properly secure. Attach work in true planes, in alignment, properly reinforced and stiffened. 2. Embedded Items: Provide miscellaneous metal items to be embedded or installed in concrete. 3. Coordination with Related Work: Provide all anchors, sleeves, bolts, and connecting members necessary for securing metal work to other adjacent or adjoining work. Provide and install angles and other reinforcement. Do all cutting, puncturing, drilling, tapping, or modifying of adjacent or adjoining work where necessary for proper installation. Furnish all sockets, bolts, anchors, and other portions of this work to the various trades where needed that are to be built into the structure and be responsible for their accurate spacing and setting. 4. Expansion and Contraction: Assemble and install work with adequate provisions to prevent objectionable distortion and overstressing from expansion and contraction. Construct to be weather -tight where exposed to the weather. 5. Touch-up/Field Painting: Immediately after erection of Ornamental metal items and fencing, all bare steel areas including welds shall be thoroughly cleaned per SSPC-SP11 Power -Tool cleaning to white metal and spot primed with Tnemec Series 94-H20 Hydro -Zinc at 2.5 to 3.5 mils DFT. All other areas that the shop applied coating system has been damaged, abraded, or needs repair, shall be re -coated with the intermediate epoxy and polycarbamide finish coat to match all existing surfaces. If the ornamental metal includes nuts and bolts, these will need to be prepared prior to field painting by power tool cleaning per SSPC-SP3 and coating with the epoxy & polycarbamide coating to match existing structure. 6. Miscellaneous Steel Items: Provide all necessary steel items required which are not specified elsewhere. All necessary supports, guides, brackets, etc., shown or required shall be provided. 7. Provide a minimum 2 gallon of zinc, 2 gallons of the epoxy and 1 gallon of the polycarbamide for field touch up paint to Owner for their on-going use. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 38 SECTION 306 — OPEN TRENCH CONDUIT CONSTRUCTION 306-1 OPEN TRENCH OPERATIONS 306-1.1.1 General [Delete the first paragraph and substitute the following]: For the purpose of shoring or bracing, a trench is defined as an excavation in which the depth is greater than five feet. [Delete the last sentence of the third paragraph and substitute the following]: Removal of ground water shall be performed to a level sufficiently below the structure subgrade to ensure a firm and stable subgrade for the construction of structures. All costs for such dewatering shall be included in the prices bid for the various items of work except as may be otherwise specified in the General Specifications. 306-1.1.6 Bracing Excavations Trench safety and shoring of excavations shall comply with the requirements of the General Specifications. The Contractor shall be required to supply a copy of any permit required by the Division of Industrial Safety at the time of the pre -construction meeting. The cost of furnishing and installing bracing or other provisions required for worker protection shall be borne by the Contractor. All material used for protection shall be removed from the project unless it has been approved to remain in place by the Owner Representative. 306-1.1.7 Dewatering The Contractor shall provide and maintain at all times during construction, ample means and devices to promptly remove and properly dispose of all water entering the excavations or other parts of the work. No concrete footing or floor shall be laid in water, nor shall water be allowed to rise over them until the concrete or mortar has set at least eight (8) hours. Water shall not be allowed to rise unequally against a wall for a period of twenty-eight (28) days. Dewatering for the structures and pipelines shall commence when ground water is first encountered and shall be continuous until such time as water can be allowed to rise in accordance with the above paragraph. Dewatering shall be accomplished by well points or some other method which will ensure a dry hold and preservation of final lines and grade of the bottoms of excavation, all subject to the approval of the Owner Representative. Disposal of water from dewatering operations shall be the sole responsibility of the Contractor. Payment for removal of water shall be included in the items of work which require the dewatering, and no additional compensation will be allowed therefore. 306-1.3.4 Compaction Requirements. [Replace with the following]: All trench backfill shall be densified to 90% minimum relative compaction. Jetting will not be permitted unless specifically approved in advance by the Owner Representative. 306-1.5.2 Permanent Resurfacing CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 39 All testing of underground installation at any given point shall be completed before the surface course is placed at that point. 306-2 DELIVERY, STORAGE, HANDLING, AND PROTECTION OF PIPELINE MATERIALS, FITTINGS, VALVES, AND APPURTENANCES 306-2.7 Shutdowns of Existing Pipelines 306-2.7.3 Temporary Bypasses The Contractor will be responsible for the installation of a temporary by-pass system as described in these special provisions and the plans. The Contractor can commence installation of new mains once the temporary by-pass system is in place and has passed a disinfection test. The Contractor shall have the by-pass line inspected by Owner personnel prior to commencing the project. If at any time, the temporary by-pass water system is damaged, it will be the Contractor's responsibility to repair and replace any damaged or destroyed section to the satisfaction of the Owner. The Contractor shall adhere to the following special provisions when installing temporary by- pass systems: 1. Water service shall be maintained to all customers at all times except as necessary to install the temporary by-pass system. The Contractor's method of providing such continuous service shall be approved by the Owner prior to construction. 2. It is recommended that 2 -inch steel by-pass lines shall be installed. All temporary piping crossing streets shall be buried and paved flush with the existing surface. 3. The Contractor shall make arrangements with the Owner's Utilities Division for disinfection, bacteriological testing and certification of the by-pass systems. The Contractor shall be responsible for disinfection and flushing the by-pass systems as well as pulling the bacteriological samples and running the incubations tests for coliform bacteria. 4. The Contractor will then remove meters and connect services to temporary by-pass systems. Upon acceptance by the Owner of new water mains, after the water services have been reinstalled by the Contractor, the Contractor will disconnect the temporary by-pass system at each service connection and reinstall meters. The temporary water main by-pass system installed at any given time shall not exceed the water services between any single alley section (from local street intersection to local street intersection) unless approved in writing by the Owner in advance of the work, including specific limits of the proposed by-pass. 306-8 PREFABRICATED PRESSURE PIPE 306-8.9 Pipeline Pressure Testing, Disinfection, and Commissioning CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 40 The Contractor will be responsible for pressure testing, disinfection and flushing of the new water mains. The Contractor shall adhere to the following special provisions for pressure testing, disinfection and flushing of new water mains and services. 1. Water service shall be maintained to all customers at all times except as necessary to transfer service from the old main to the new main. The Contractor's method of providing such continuous service shall be approved by the Owner prior to construction. 2. Contractor shall pressure test new main lines including any services prior to disinfection. 3. The Contractor shall make arrangements with the Owner's Utilities Division for disinfection, bacteriological testing and certification of the new main and services. The Contractor shall be responsible for disinfection and flushing the main and services as well as pulling the bacteriological samples and running the incubation tests for coliform bacteria. 4. Upon successful completion of the pressure testing and disinfection, the Contractor shall thoroughly flush all mains and services prior to connection to customers. Flushing of services shall be done at the new angle stop and fittings shall be utilized such that the meter box is not flooded by the flushing operation SECTION 310 - PAINTING 310-5 PAINTING VARIOUS SURFACES 310-5.4 Painting Metal Guard Rails a. All exposed metal railings shall receive a protective coating as manufactured by International Protective Coatings, available from Dunn Edwards Paints, or approved equal. Apply per manufacturer's specifications. Submit colors to Owner for review. b. First coat Interseal 670 HS primer (color to match top coat). b. Second coat Interthane 990 HS top coat (color per plan). 310-5.6 Painting Traffic [and Parking Lot] Striping, Pavement Markings, and Curb Markings. 310-5.6.1 General. The third paragraph shall be deleted and replaced with the following paragraphs: Unless otherwise shown on the plans, transitional traffic lane striping for detours shall conform to Owner Standard Plans. No lane shall encroach within five feet of an open excavation or within two feet of a longitudinal curb. 310-5.6.4 Geometry, Stripes and Traffic Lanes; and 310-5.6.5 Traffic Stripes and Markings. The following paragraph shall preface these Subsections: CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 41 TRAFFIC SIGNING, STRIPING, MARKINGS, AND MARKERS Description - This work consists of placing traffic signs, raised pavement markers, traffic striping, pavement legends, and markings as shown on the plans in conjunction with traffic signal work. All work shall conform to these specifications, Owner Standard Plans and Specifications, and to any supplementary standards or specifications which may be referred to herein. Materials - Traffic paint shall be fast dry solvent borne conforming to Section 84- 3, Painted Traffic Stripes and Pavement Markings, of the Caltrans Standard Specifications. All paint shall be reflective and shall conform to requirements of the South Coast Air Quality Management District. Reflective raise pavement markers shall conform to Section 85, Pavement Markers, of the Caltrans specifications and to the applicable provisions of the Caltrans Standard Plans. Sign face reflective sheeting shall be high intensity grade with protective overlay. Construction - Application of traffic striping shall conform to applicable provisions of Section 310-5.6 of the "Standard Specifications" and Caltrans Standard Specifications. All traffic striping shall consist of two coats of paint. A minimum of seven days shall be provided between coats and/or as directed by the Engineer. Installation of traffic signs shall conform to applicable provisions of Section 56-2, Roadside Signs, of Caltrans specifications. Installation of reflective pavement markers shall conform to Section 85, Pavement Markers, of the Caltrans Standard Specifications and to the applicable provisions of the Caltrans Standard Plans. Old raised pavement markers shall be removed as directed by the Engineer. Stencils shall conform to the Caltrans Standard Plans. No striping work will start until the Engineer has approved the spotted or "cat -tracked" markings. No section of any street shall be left without the proper striping for more than 24 hours, or over weekends or holidays. Traffic striping and markings shall conform to Owner Standard Plans, the Caltrans Traffic Manual, the Caltrans Maintenance Manual, American Disabilities Act and Title 24 unless otherwise shown on the plans. 310.5.6.7 Layout, Alignment, and Spotting. The first sentence of the first paragraph shall be deleted and replaced with the following: The Contractor shall perform all layout, alignment and spotting. The Contractor shall furnish the necessary control points for all striping and markings and shall be responsible for the completeness and accuracy thereof to the satisfaction of the Owner Representative. Traffic striping shall not vary more than H -inch in 50 feet from the alignment shown on the plans. The following paragraph shall be added following paragraph two: CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 42 Spotting shall be completed prior to the removal of any existing stripes. Existing striping and markings shall be removed prior to painting, but in no case shall any section of street be left without the proper striping for more than 24 hours, or over weekends or holidays. 310-5.6.8 Application of Paint. Delete the third and fourth paragraphs and replace with the following: Traffic and parking lot stall stripes and pavement markings on new surfacing shall be applied in two (2) coats, except where otherwise shown on the plans. The first coat of paint shall have dried for two (2) weeks before application of the second coat on existing surfacing, traffic stripes and pavement markings may be applied in one coat. Add the following paragraphs: The completed pavement markings shall have clean and well-defined edges and shall conform to the dimensions shown on the plans, except that minor variations may be accepted by the Owner Representative. Drips, overspray, improper markings, and paint tracked by traffic shall be immediately removed from the pavement surface by blast cleaning or other methods approved by the Owner Representative. All such removal work shall be at the Contractor's expense. 310-5.6.11 Pavement Markers All pavement markers shall comply with Section 85 of the State of California Standard Specifications. Non -reflective markers shall be ceramic. All new markers shall have glass faces of be 3M Series 290. SECTION 313 — PLAYGROUND EQUIPMENT INSTALLATION The Contractor shall install the following equipment per the manufacturer's recommendation and per the plan. Play equipment shall be as manufactured by Landscape Structures, Inc. (No Substitutions) and as provided by Coast Recreation, Contact: Steve Hunt (714) 619-0100. The Contractor will supply to the Owner, State, and Federal installation guidelines, standards, and recommendations. The letter will be submitted prior to release of final payment. Minimum guarantees and terms of the guarantee shall be reviewed and approved by Owner staff prior to modifications and new installations occurring. The Contractor will also supply to the Owner a letter from the playground manufacturer stating that all installed equipment complies with ADA and CPSC Guidelines and Standards. Playground manufacturer to provide insurance certificate naming the "City of Newport Beach", its agents and employees as additionally insured with respect to the manufacturing and installation of Grant Howald Park play equipment." Playground equipment installation must be performed by a Landscape Structures "Certified" Installer. Contact Landscape Structures for a list of certified installers. Play Equipment shall be manufactured by Landscape Structures, Inc., (No Substitutions), provided by Coast Recreation Contact: Steve Hunt (714) 619-0100. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 43 Design #1137967-01-11: VERIFY ALL ELEMENTS WITH MANUFACTURER PRIOR TO INSTALLATION #1137967-01-11 PlayBooster Design 5-12 Years Old (includes Geoplex, Climbers, Slides, Ramps, Decks, Motion & two CoolToppers) #CP001258 Custom Hillslide Roller Slide #CP012773 Custom GFRC Tide Pool Frame w/ DigiFuse Education Insert (48" Height w/ Poly Hood, Entrance Deck & Posts) #218915A Global Motion DB Only #168364A AdventureScapes Design 1 DB Only #1137967-01-11 PlayShaper 2-5 Years Old WITH Custom DigiFuse Education Panel #CP012759 Custom GFRC Octopus and Sand Castle #1137967-01-11 Sensory Play Center #177336A Toddler Swing w/ 2 Full Bucket Seats Contractor shall be responsible for obtaining the latest approved plans, Contract Drawings, shop Contract Drawings, footing designs and calculations and specifications required for installing specified equipment. Contractor shall be responsible for providing engineered designs, Contract Drawings and calculations for non-standard (Custom) play equipment footings, required by the City of Newport Beach. Contractor shall be responsible for providing costs of engineered footings at time of bid. See CSI Section 02880 for Playground Equipment Installation Specifications. 313-1 RESILIENT PLAYGROUND SURFACING See CSI Technical Specifications Section 02 79 0 and Section 32 18 16.13 for Resilient Playground Surfacing Specifications. SECTION 314 — TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS 314-2 REMOVAL OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS 314-2.1 General The Contractor shall remove all existing thermoplastic traffic striping and pavement markings prior to application of slurry seal by a method approved by the Engineer. 314-4.3.5 Application Each coat of paint for any traffic stripe, including glass beads, shall be applied in one pass of the striping machine, regardless of the number, widths and patterns of individual stripes involved. One 2 -lane streets, when the first coat of the centerline stripe is applied in the same direction as the stationing increases, the right-hand spray gun of the 3 spray guns used to apply a double yellow stripe shall be used to apply a single yellow stripe. When the first coat of the centerline stripe is applied in the direction as the stationing decreases, the left-hand gun of the 3 spray gun used to apply double yellow stripe shall be used to apply a single yellow stripe. The second coat of centerline striping shall be applied in the opposite direction that the first coat was applied. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 44 A 1 -coat, 3 -inch (75 mm) wide black stripe shall be painted between the 2, 4 -inch (100mm) wide yellow stripes of a double traffic stripe. If the 2, 4 -inch (100 mm) wide yellow stripes are to be applied in 2 coast, the black stripe shall be applied concurrently with the second yellow stripe. On existing pavement surfaces, traffic striping and pavement markings shall be applied in 1 coat. Paint to be applied in 1 coat shall be applied at an initial rate of 1 gallon per 107 square feet, unless otherwise specified in the Special Provisions. The final rate shall be approved by the Engineer. On new pavement surfaces, traffic striping (except the black stripe between the yellow stripes of the double traffic stripes_ and pavement markings shall be applied in 2 coats unless otherwise shown on the plans or specified in the Special Provisions. If the paint is applied in 2 coats, the first coat shall be thoroughly dry before the second coat is applied. Paint is to be applied in 2 coast shall be applied at the initial trails as shown; Paint Type First Coat (sq ft per Second Coat (sq ft per gallon) gallon) Waterbone Paint 215 215 Acetone -Based 360 150 Paint The final application rates shall be approved by the Engineer. The volume of paint applied shall be measured by inserting a calibrated rod into the paint tank. At the option of the Engineer, if the striping machine is equipped with paint gauges, the volume of paint may be determined by using the paint gauges. Glass beads shall be mechanically applied to the surface of each coat of paint, except black paint, prior to the paint setting. Glass beads shall be embedded to a depth of one-half of their diameter. Glass beads shall be applied at a rate of 5 pounds per gallon of paint unless otherwise specified in the special provisions or directed by the Engineer. The amount of glass beads applied shall be measured by inserting a calibrated rod into the glass bead tank of the striping machine. 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 Owner 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 Owner 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 Owner, 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 Owner. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 45 600-2 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 Owner at no cost to the Contractor. However, the Owner 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 Owner's Police Department at (949) 644-3717 for verification of posting at least forty-eight hours in advance of the need for enforcement. Owner "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. (Following paragraph is optional for covering street sweeping signs and parking meters and posting temporary permit parking signs.) After posting temporary "NO -PARKING -TOW AWAY" signs, the Contractor shall cover street sweeping signs and parking meters, on those streets adjacent to the construction with a "PERMIT PARKING ONLY" sign, in a manner approved by the Engineer. The contractor shall also cover all street sweeping signs on the opposite side of the street from where he has posted the "PERMIT PARKING ONLY" signs, in a manner approved by the Engineer. Immediately after construction is complete and the alley is opened to traffic, the Contractor shall remove all signs and uncover the street sweeping signs. Owner "PERMIT PARKING ONLY" signs are available from the Engineer. 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 601-1 GENERAL The Contractor shall furnish and install signage, barricades, delineators, yellow safety ribbons, up to four (4) changeable message signs (CMS), 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. Messages for the CMS shall be updated by the Contractor as directed by the Engineer. Project Identification Signage Contractor shall provide the following: A. Provide 8' x 4' foot long project sign of exterior grade plywood and wood frame construction, painted, with exhibit lettering by professional sign painter to Architect's design and colors. B. List title of Project, names of Owner, Architect and Contractor. C. Erect on site at Location determined by Owner. D. Sign shall remain in place through construction period and shall be removed only after dedication of the project, or at a time determined by the Owner. E. Provide temporary directional signs for construction personnel and visitors. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 46 F. No other signs shall be allowed except those required by law and those indicated within these Special Provisions. 601-2 TRAFFIC CONTROL PLAN (TCP) Typical TC Plans The Contractor shall submit to the Engineer, at least five working days prior to the pre - construction meeting, a traffic control plan showing typical closures and detour plan(s). The Contractor shall be responsible for processing and obtaining approval of a traffic control plans from the Engineer. The Contractor shall adhere to the conditions of the traffic control plan. Typical closures shall conform to the provisions of the WORK AREA TRAFFIC CONTROL HANDBOOK (W.A.T.C.H), Latest Edition. Traffic control and detours shall incorporate the following items: 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 Owner'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 Owner'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. Temporary striping may be required and shall be shown on the TCP. 6. The Contractor will not be allowed to close alleys or streets. Lane closures may be approved by the Owner Engineer, if necessary to complete the work if it does not cause any other impacts to residents, such as loss of street parking. The Contractor shall make special accommodations to provide access for residents with disabilities where any lane closures may exist. 7. Sidewalk closures in non-residential areas, or as determined by the Owner, shall be set with barricades and SIDEWALK CLOSED signs on barricades at the closure and SIDEWALK CLOSED USE OTHER SIDE signs on barricades at the closest crosswalk or controlled intersection. 8. Sidewalk closures in residential areas, or as determined by the Owner, shall be set with barricades and SIDEWALK CLOSED signs on barricades at the closure. 9. 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. 10. Operation of the CYC allowing pedestrian and vehicular traffic and access to the parking lot and facility during construction. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 47 PART 8 - LANDSCAPING AND IRRIGATION SECTION 800 — MATERIALS 800-1 LANDSCAPE MATERIALS 800-1.1 Topsoil 800-1.1.1 General Topsoil shall be Class A (imported). 800-1.2 Soil Fertilizing and Conditioning Materials 800-1.2.3 Commercial Fertilizer Commercial Fertilizers shall be delivered in sacks with the manufacturer's label showing weight and analysis attached to each sack. The following commercial fertilizer and soil preparation shall be for bid purposes only. Exact quantities and recommendations may be determined by the soil fertility and agricultural suitability test to be prepared by Summit Soils and Horticulture or approved equal testing facility. Contact: Jason Gihring 951-258-7937 Tests shall be provided by the Contractor at no additional cost to the Owner and shall be included in the base bid. Test shall be performed after final grading has been completed and approved by the Owner. All areas to be landscaped with a slope of 3:1 or less shall be cross -ripped or otherwise tilled to a depth of 18 to 24 inches. Uniformly spread and cultivate amendments thoroughly by means of mechanical tiller into top 6" of soil in all planting areas. Application rate per 1,000 square feet: Commercial Fertilizer 6-24-24XB 25 pounds Soil Sulphur 20 pounds Granular Gypsum 100 pounds Nitrogen stabilized sawdust ("Greenbook" — Type I Organic Amendment) 6 cu yds Planting Tablets: Provide slow-release type with potential acidity of not more than 5 percent by weight containing the following percent's by weight of nutrients listed; 20 -nitrogen, 10 - phosphoric acid, 5 -potash, 2.6 combined calcium, 1.6 -combined Sulphur 0.35 -iron (elemental) from ferrous sulfate. Provide in 21 gram tablets manufactured by Agriform, or other approved. Landscape areas with gradients greater than 3:1 shall receive a uniformity broadcast application of the following: 300 lbs./Acre Nitroform (38-0-0, WIN 27%) 600 lbs./Acre 6-24-24XB 1. For amending of turf and general landscape areas on slopes greater than 3:1 scratch the surface of the soil, if safe and feasible to do so, prior to broadcasting fertilizers. Fertilizers can then be broadcast at the rates indicated in the Soils Fertility and Agricultural Suitability Report per section 800-1.2.3, followed with one or two thorough irrigations to move fertilizers into the rootzone. 800-1.2.4 Organic Soil Amendment. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 48 Paragraph 1 shall be deleted and replaced with the following: Organic Soil amendment material shall conform to Type 1 plus Redwood Shavings, as supplied by Aguinaga Company, (949) 786-9558 or equal, unless otherwise designated. Delete paragraph references to Type 2 and Type 3 soil amendments. 800-1.2.5 Mulch. Sentence one of paragraph one shall be deleted and replaced with the following: Mulch: Provide `forest floor' (011- 41) as supplied by Aguinaga Company, (949) 786-9558, or approved equal. Submit sample for review and approval by Owner Inspector prior to material delivery on-site. 800-1.2.6 Soil Herbicide. Landscape areas: A commercially manufactured non-selective herbicide ("Round -up" or approved equal) for total control of vegetation products shall meet all federal and state regulations pertaining to the use of such substances. Application and rate of application shall follow manufacturer's recommendation. Application shall not be made until obtaining written approval from the Owner. Following Owner approval of Contractor herbicide, Contractor shall apply herbicide to all landscape areas. Such application shall be performed in consideration of overall construction schedule and operation so as not to disrupt or interfere with the project schedule and time line. 800-1.4 Plants 800-1.4.1 General. Subsection 800-1.4.1 shall be deleted and replaced with the following: A representative number of plants may be inspected and approved at the nursery by the Owner Representative prior to shipment to the planting site. Prior to such visit, Contractor shall submit 3" x 5" color photographs of all proposed tree and shrub material for Owner's review. Photos shall indicate proposed material and picture shall indicate material separated from the surrounding nursery stock to size and condition of proposed material to be evaluated. Photographs of all trees shall include a person, with a height of at least 5-6". Photos shall be submitted seven (7) calendar days prior to specified plant material review at nursery site. Plants shall be inspected for size and condition of root growth, insects, injuries and latent defects. Label at least one tree and one shrub of each variety with a securely attached waterproof tag bearing legible designation of botanical and common name. The Owner reserves the right to reject entire lots for plants represented by defective samples. Plant condition shall be in accordance with the American Standard for Nursery Stock (ANSI Z60.1-1996). All plants shall have a growth habit normal to the species and shall be sound, healthy, vigorous, and free from insect pest, plant diseases, sun scalds, fresh bark abrasions, excessive abrasions, or other objectionable disfigurements. Tree trunks shall be sturdy and well hardened off. All plants shall have normal well-developed branch systems, and vigorous and fibrous root systems which are neither root nor pot-bound and are free of kinked or girdling roots. Other than the normal side pruning during the growth period, no pruning shall be done prior to inspection at the nursery. The size of the plants will correspond with that normally expected for species and variety of commercially available CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 49 nursery stock, or as specified in the Contract Drawings. The minimum acceptable size of all plants, measured before pruning with the branches in normal position, shall conform with the measurements, if any, specified on the Contract Drawings in the list of plants to be furnished. Plants larger in size than specified may be used with the approval of the Owner, but the use of larger plants will make no change in contract price. Bare root plantings in publicly maintained areas shall be done only with special approval of Owner. Quantities and Types. Plant materials shall be furnished in the quantities and/or spacing as shown or noted for each location, and shall be of the species, kinds, sizes, etc., as symbolized, and/or described in the Plant Legend, as indicated on the Contract Documents. The landscape Contractor is to verify all sizes and quantities on plans. Installation and use of substitute items shall not be made until the Contractor is in receipt of written approval from the Owner. Substitution Proposals for plant material must be accompanied by substantive written proof of non-availability of material originally specified prior to bid opening. 800-1.4.2.1.9 Fertilizer. A. Root Growth Stimulant: Stimulant shall be Tri -C Michimichi Kelp Vitamin B -I or equal, as manufactured by Cal -Liquid, Cooke, Chican, Ortho, or other approved equal. B. Fertilizer will not be used at time of planting. After four months, use a light application of 20:10:5 approximately 1/2 Ib. nitrogen per tree cultivated into soil. 800-1.4.5 Sod (turf grass) Turf Sod shall be Tifway II Bermuda Grass (42" wide rolls), provided by West Coast Turf. Contact: John Marman (951) 272-7720. Product Delivery, Storage and Handling A. Protection and Delivery of Sod: 1. Sod for site planning shall be delivered to planting site within twenty four (24) hours of harvest. Sod shall be refrigerated immediately after harvest prior to transportation. Sod shall remain moist at all times prior to planting. 2. Deliver materials to site in original unopened containers bearing manufacturer's guarantee chemical analysis, name, trademark, purety, germination, and conformance to State law. 3. Deliver materials with legible waterproof identification labels. 4. Protect material during delivery to prevent damage. 5. The Contractor shall notify the Owner's Representative seven days prior to delivery of all materials and shall submit an itemized list for each delivery. B. Storage: CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 50 1. Store plant material in shade and protect from weather. 2. Protect material from damage and theft. JOB CONDITIONS A. Planting: Perform actual planting only when weather and soil conditions are suitable according to locally accepted practices. B. Scheduling: Install trees and container stock plant material before Sodded Lawn and Grass installation. REPLACEMENTS A. Replacement Any materials found to be dead, missing, or in poor condition during the maintenance period shall be replaced immediately. The Owner's Representative shall be the sole judge as to the condition of materials. Materials to be replaced within the guarantee period shall be replaced by the Contractor within 15 days of written notification by the Owner. Execution A. Laying Sod: 1. Soil moisture. all areas to receive planting shall be irrigated prior to planting. Soil shall be maintained in a constant moist condition but well below field capaOwner. Extreme care must be exercised to prevent over -watering to prevent soil - compaction or creating grade irregularities by heavy equipment. 2. The Contractor shall provide and install the type and quantity of turf grass sod as shown on the Contract Drawings and specified herein. Only long roll sod of the variety specified shall be utilized. 2. Lay sod to form a solid mass with tightly fitted joints. Butt ends and sides of sod strips; do not overlap. Stagger strips to offset joints in adjacent courses. Work from boards to avoid damage to subgrade or sod. Tamp or lightly roll to ensure contact with subgrade. Work sifted soil into minor cracks between pieces of sod; remove excess material from sodded areas to prevent smothering. NOTE: Mesh backing material shall be removed from sod at the time that sod is laid. The Contractor shall clean up and dispose, off-site, all mesh material and surplus sod. 4. Thoroughly water soil with a fine spray immediately after planting to saturate the sodded area to a depth of four inches. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 51 5. After two days of thorough watering, the Contractor shall curtail watering to permit re -rolling of the sodded area to ensure proper contact with subgrade. 6. After the second rolling of the sod, the Contractor shall routinely water, fertilize and maintain sodded area until the termination of the specified maintenance period and until acceptance by the Owner. H. Maintenance and Observation: 1. Turf type Bermuda shall be no more than 3/4 to 1 inches height at time of the first mowing. All turf areas shall be mowed, removing no more than 1/3 of the turf grass blade, and all bare spots shall be resodded prior to beginning of the maintenance period. 2. Conduct a complete review of all landscape construction items at the end of the landscape construction period to establish the time for beginning of the maintenance period. Notify the Owner's representative at least seven days in advance of review. 3. Maintain lawns to watering, fertilizing, weeding, mowing, trimming, and other operations such as rolling, regarding and replanting as required to establish a smooth, acceptable lawn, free of eroded or bare areas. CLEAN-UP A. After all planting operations are complete, remove all trash, excess soil, and rubbish from the property. Repair scars, ruts, or other marks in the ground caused by this work and leave the ground in a neat and orderly condition. B. Leave the site in broom -clean condition, and wash down all paved areas within the project site. Leave walks in clean and safe condition. C. Protect landscape work and materials from damage due to landscape operations, operations by other contractors, and trades and trespassers. Maintain protection during installation and maintenance periods. Treat, repair, or replace damaged landscape work as directed. 800-1.5.3 Tree Stakes. The first paragraph shall be replaced with the following; Tree stakes shall be sharpened 2" diameter, 12' long lodgepole pine, treated in accordance with Section 204-2.2. Stake shall be one piece and free from splits. Trees installed as 36" box and larger shall be installed with guy anchors (3/tree). The third paragraph shall be replaced with the following: Deadman stakes shall be duckbills or 2 x 4 inch redwood 18 inches long. Covers for wire shall be 3/4 -inch Class 200 PVC pipe - 3 feet long. The following paragraph shall be added at the end of the subsection: A minimum of two (2) supporting tree ties or three (3) guy anchors shall be used for each tree. Tree ties shall be V.I.T. twist brace Model T11324. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 52 800-1.5.5 Root Barriers Root barriers shall be 24" deep and as provided by DeepRoot Corp. (800) 458-7668, or approved equal. Installation shall be per manufacturer's specifications. 800-1.5.6 Arbor Guards All trees planted in turf areas shall be planted with continuous, secured Arborgard+ protective sheath at base of trunk, or approved equal. Install per manufacturers specifications. Available from: Gemplers (800) 382-8473. 800-1.6 Decomposed Granite Paving. See section 200.1-2 and 800-2.5. 800-1.6.1 Manufacturers and Suppliers Decomposed Granite Paving where indicated on plans shall be "Organic -Lock" provided by: Gail Materials, 10060 Dawson Canyon Road, Corona CA 92883, Contact: David Dzwilewski Tel: 951.667.6106, Fax 951.667.6102 www.gailmaterials.net 800-1.6.2 Submittals Provide '/2 cubic foot sample of specified material for review and approval prior to acquisition and delivery. Submittal material to meet passing Sieve Analysis and Sand Equivalency per supplier specifications. The Contractor shall provide the Owner's Representative with copies of all material invoices from the Contractor's material supplier, showing material weight and specifications, as verification of all materials supplied for the contract 800-2 IRRIGATION SYSTEM MATERIALS 800-2.1.1 General The manufacturer's directions and detail Contract Drawings shall be followed unless directed by the Owner Representative or shown differently in the plans and specifications. 800-2.1.3 Plastic Pipe for Use With Solvent Weld Socket or Threaded Fillings. Add the following before the first paragraph: General. Use only new materials of brands and types noted on Contract Drawings specified herein, or approved equals. Paragraph 2 shall be deleted and replaced with the following: PVC Pressure Main Line Pipe and Fittings shall be Class 315 PVC with bell and gasket -type pipe for pressure main pipes 2 inches and larger. PVC schedule 40 with solvent welded joints for pressure main piping of lesser diameter. PVC schedule 40 solvent welded piping shall be used for all non -pressure lateral line piping. All PVC pipe must bear the following markings: CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 53 1. Manufacturer's name 2. Nominal pipe size 3. Schedule or class 4. Pressure rating in P.S.I. 5. NSF (National Sanitation Foundation) approval 6. Date extrusion 7. U.P.C. shield logo (IAPMO approval) All fittings shall bear the manufacturer's name or trademark, material designation, size, applicable I.P.S. schedule and NSF seal of approval Solvent cement and primer for PVC solvent -weld pipe and fittings shall be of type recommended by the manufacturer and shall follow installation methods prescribed by the pipe manufacturer. 800-2.2.2 Gate Valves. The text of this subsection shall be deleted and replaced with the following: All valves shall be as identified on the Construction Documents and per Owner review and approval. 800-2.2.4 Remote Control Valves Remote control valve manufacturer and sizes shall be as indicated in plans and legend. 800-2.2.6 Quick -Coupling Valves and Assemblies. The text of this subsection shall be deleted and replaced with the following paragraph: Quick -coupling valves shall have a brass two-piece body designed for working pressure of 150 PSI. The quick -coupling valve shall have a built-in flow control and self-closing valve and shall be supplied in 3/4 -inch (19) size unless otherwise required. The valve shall be equipped with a locking green rubber or vinyl cover. When a quick -coupler assembly is specified, it shall consist of the valve, quick -coupler connection, and hose swivel. 800-2.2.7 Valve Boxes. Delete the first paragraph and replace with the following: Valve boxes and lids shall be as detailed on the Plans. The boxes shall be covered with an etched polyethylene face with an ultraviolet inhibitor. The lid shall be plastic, lockable, and embossed with the valve station number on its topside. Sizes and manufacturer of the valve boxes and lids shall be as indicated on the Standard Contract Drawings. 800-2.2.8 Master Control Valves. The master control valve manufacturer and size shall be as indicated on plan and legend. 800-2.3 Backflow Preventer Assembly CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 54 Unless otherwise instructed by the Owner Inspector, backflow assemblies shall consist of a brass reduced pressure/backflow prevention device with "Wye" strainer and 60 mesh screen as detailed and called out on the Project Plans. 800-2.4 Sprinkler Equipment The text of this subsection shall be deleted and replaced with the following: Irrigation bodies and nozzles shall be as indicated on plan and legend. Substitutions shall not be allowed unless by written authorization from the City of Newport Beach. Irrigation bodies and nozzles shall feature low head drainage, pressure regulating, and pressure compensating features. Unless otherwise approved, all pop -ups and fixed riser assemblies shall consist of plastic and stainless steel materials. Smaller radii turf irrigation equipment shall consist of 6 -inch pop -ups. All smaller radii shrub and groundcover irrigation equipment shall consist of 12 -inch pop -ups, unless otherwise approved by the Owner. Smaller radii equipment are those components which irrigate within and under a radius of 22 feet. 800-3 ELECTRICAL MATERIALS 800-3.2.1 Conduit. [Replace paragraph with the following]: Conduit shall be Schedule 40 PVC pipe as called out on the plans. Install per plans. Conduit shall conform to the applicable provisions of subsection 800-2.1.3. 800-3.2.2 Conductors The electrical system shall be installed in accordance with the National Electrical Code most recently adopted by the Owner. Connections between the automatic controllers and the electric control valves shall be made with direct burial copper wire AWG-U.F. 600 volt. Pilot wires shall be a different color wire for each automatic controller. Common wires shall be white with a different color stripe for each automatic controller. Install in accordance with valve manufacture's specifications and wire chart. In no case shall wire size be less than #14. Wiring shall occupy the same trench and shall be installed along the same route as pressure supply or lateral lines wherever possible. Install wires inside Schedule 40 Conduit anywhere it is not possible to place in pipe trench, or where wires must go under pavement. Conduit size shall be large enough to contain all necessary wires. Minimum conduit size shall be 2". Where more than one (1) wire is placed in a trench, the wiring shall be taped together at intervals of ten (10) feet. An expansion curl should be provided within three (3) feet of each wire connection and at least every one hundred (100) feet of wire length on runs more than one hundred (100) feet in length and also at each change of direction. Expansion curls shall be formed by wrapping at least five (5) ruins of wire around a one -inch diameter pipe, then withdrawing the pipe. All splices shall be made with 3M - DBY wire connector, or approved equal. Use one splice per connector sealing pack. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 55 Field splices between the automatic controller and electrical control valves will not be allowed without prior approval of the Owner. SECTION 801 - INSTALLATION 801-1 GENERAL Inspection will be required for the following parts of the work: a. At completion of rough grade prior to incorporation of soil amendments. b. Irrigation coverage test prior to initiating planting operations. C. At completion of incorporation of soil amendments and fine grading. d. Prior to digging plant pits for trees and shrubs. e. During backfilling of plant pits with amended backfill. f. Maintenance period shall not begin until final installation inspection is made, and establishment is verified. Owner inspector shall approve commencement date of maintenance prior to the commencement of said maintenance. g. Final review and acceptance at the end of the maintenance period. The landscape contractor or subcontractor shall provide a licensed Pest Control Advisor (PCA) prior to applying herbicide. The PCA will be responsible for preparing and approving a Pest Control Recommendation and providing Safety Data Sheets (SDS). These items shall be included with the herbicide submittal. The Contractor is responsible for clearing and grubbing, pruning and removing tree roots that interfere with the work. The Contractor shall submit recommendations by its arborist to the Owner for review for safely pruning and removing tree roots. No roots shall be pruned or removed unless this submittal is returned to the Contract as satisfactory. Prior to the submittal, the Contractor shall arrange to meet with the City Arborist at the site to discuss Owner standards and requirements. If required, the submittal shall adhere to the following guidelines. 1. Root Pruning a. Whenever possible, root pruning shall only be done on one side of the tree unless specifically authorized by the City Arborist. b. Roots shall be cleanly severed using a root -pruning machine, ax or comparable tool. 2. Arbitrary Root Cut a. A straight cut with a root -cutting machine shall be made. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 56 b. The cut shall be a maximum 14" below grade for sidewalks and 26" for curbs, and shall be made as far away from the tree base as possible. 3. Selective Root Pruning a. This process involves selectively removing offending roots when a tree trunk or root flare is less than 2 feet from the sidewalk and/or the size, species or condition of the tree warrants a root cut to be hazardous to the tree or when there is only one minor offending root to be removed and/or the damage is minimal (i.e., only one panel uplifted, etc.) b. Selective root pruning shall be performed with an ax or stump -grinding machine instead of a root -pruning machine. C. All tree roots that are within the sidewalk construction area shall be removed or shaved down. d. Roots greater than two inches in diameter that must be removed, must be pre -approved by the City Arborist. e. Roots shall be selected for removal on the basis that will have the least impact on the health and stability for the tree. 801-2 EARTHWORK AND TOPSOIL PLACEMENT 801-2.1 General The Contractor shall apply water as necessary to provide ideal moisture content for tilling and for planting as, herein specified. 801-2.2 Topsoil Preparation and Conditioning 801-2.2.2 Fertilizing and Conditioning Procedures. The first paragraph of the subsection shall be deleted and replaced with the following: The planting areas shall be brought to rough grade whereupon Fertilizer and Soil Conditioning required for the native soils for the intended landscape planting shall be added based upon the recommendations of Soils Fertility and Agricultural Suitability Report. (See Section 800) The Contractor, at no additional cost to the Owner, shall make two additional soils tests for agricultural fertility and suitability and fertilizer and amendment recommendations of all planting areas upon completion of excavation, topsoil backfilling, and grading. The Contractor shall amend it as necessary to comply with the soils test report at no additional cost to the Owner. 801-2.2.3 Weed Control, Grow and Kill Protocol: The following subsection shall be added: Kill and remove all existing weeds from site areas utilizing post -emergent herbicide. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 57 Upon completion of the irrigation system and after all designated shrub and ground covers, existing weeds and growth have been removed from the planting areas. All areas shall be watered four (4) times daily until weed seeds have germinated for approximately 21 days or unless otherwise directed by the Engineer. Thereafter, watering shall cease for three (3) days to be followed by the spraying of a systemic herbicide containing the active ingredient glyphosate (Roundup -Pro, or approved equal). Spraying shall be at the labeled rate compatible with the eradication rate for the target weed species and shall be performed under the direction of a registered Pest Control Advisor. After allowing sufficient time for the herbicide to kill all remaining weeds (2 weeks minimum), the areas to be landscaped shall be raked or hoed as directed by the Engineer to remove any remaining weed stubble. All areas shall be watered for an additional 14 (fourteen) day period and then receive an additional application of the systemic herbicide per manufacturer's recommendation. 801-2.3 Finish Grading. The following shall be added to the last sentence of the second paragraph. ...except where water is designed to flow over the same. The following paragraphs shall be added following paragraph two: Finish grades shall be those indicated on the Contract Drawings or as may be controlled by existing installations. Grades not otherwise indicated shall be uniform, and straight graded between points where elevations are noted. Minor modeling of the ground surface may be required. Landscape areas to receive turf shall be rolled with a water drum in a north/south and then east/west direction. Low spots and high spots in the terrain shall be backfilled and tamped or bladed and spread. The resultant grade shall be smoothly, evenly contoured and compacted to 85%. The gradient shall be as noted on plans. Grading shall provide for the natural run-off of water without low spots or pockets. Flow lines shall be set by instrument and shall be the maximum gradient possible. 801-2.5 Decomposed Granite Paving Decomposed Granite Paving Installation. 801-2.5 General 801-2.5.1 Section Includes a. Decomposed Granite Paving 801-2.5.2 Submittals a. The Contractor shall provide the Owner's Representative with copies of all material invoices from the Contractor's material supplier, showing material weight and specifications, as verification of all materials supplied for the contract. 801-2.5.3 Performance Requirements CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 58 a. Standards and reference and relevant to the work of this section mention herein: 1. Standard Specifications: Highway Department, Standard Specifications for Highways and Bridges, latest edition. 2. ASTM: American Society for Testing & Materials 801-2.5.4 Sample Submittals a. Sieve analysis and sand equivalency for specified material. b. Samples of aggregate for color. C. Decomposed Granite Paving Mock Up: 1. Install 6 -foot by 6 -foot by 3 -inch depth area of Decomposed Granite Paving ("Organic -Lock"). 2. Mock-up shall be prepared under the direction and oversight of product representative: Dave Dzwilewski / Gail Materials. 3. Install Decomposed Granite Paving over moistened compacted aggregate base or moistened compacted sub grade soil, as indicated on plans and details. 4. Install pre -approved edging as temporary restraints along the edges. 5. Use equipment to be used on remainder of work in construction the mock- up. 6. Perform initial compaction and final compaction as would be performed for full-scale construction. 7. Make observations during mock-up construction regarding the depth of placement required to achieve finished pavement thickness and elevation after initial and final compaction. 8. Demonstrate compaction procedures during mock-up construction that eliminate roller marks and provide a uniform surface texture without tearing or displacing the pavement mixture, and use lighter weight compaction equipment if required to meet specifications requirements without tearing or displacing the Decomposed Granite Paving. 9. If mock-up fails to meet specification requirements, make necessary adjustments to the construction procedures. 10. Construct as many mock-ups as necessary to achieve and accepted paving depth, surface finish, and surface density over the entire surface of the mock-up at no additional cost to the Owner. 11. Mock-ups which are completely or partially finished incorrectly will be rejected. 12. Remove rejected mock-ups immediately from the site at no additional cost to the Owner. 13. The Mock-up, when accepted, shall become the project standard for compaction, aggregate consolidation, tolerances and appearance. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 59 801-2.5.5 Preparation a. The finished sub grade shall be uniform and free of deleterious debris such as organic materials, nails, stones and loose soil. b. Make necessary corrections to furnish a firm and stable base as shown and specified on Contract Drawings. C. Pre-soak base material with water to the correct moisture level prior to installing Decomposed Granite Paving as needed to compact base. 801-2.5.6 Blending: "Organic -Lock" Paving by Envirobond is a manufacturer's proprietary blend supplied by Gail Materials. 801-2.5.7 Survey Requirements: Lines and Levels: Establish lines and levels. Locate and lay out by instrumentation and similar appropriate means for "Organic -Lock" Paving finished surface grades. 801-2.5.8 Curbing And Edging a. Curb edging per plans. b. If utilized, compacted "Organic -Lock" Paving should not be more than 1/16 -inch below the top of the curbing or edging. 801-2.5.9 Installation of "Organic -Lock" Paving a. Trail or pathway applications shall have a crown or minimum cross slope of 1.5 -percent and shall be compacted to minimum of 90 -percent. b. Placement: 1. Installation shall be provided by a Owner approved Asphalt Contractor (C-12 Lic.). 2. Place mix using a continuous self-propelled mechanized spreading and finishing machine designed for that purpose. 3. Spread "Organic -Lock" Paving to a loose depth of +/- 4 -inches, or a specified on drawing of final grade. 4. Compact with a 1 to 3 -ton roller to achieve the specified compaction. 5. Do not use the vibration mode on the roller drums as this may cause the binder to separate from the aggregate and stick to the roller drum and discolor the "Organic -Lock" Paving. 6. If material is sticking to the roller drums, lay sheets of 6 -millimeter plastic liner and compact with the roller drum. 7. A light misting of water may also aid in the compaction sticking of "Organic - Lock" Paving to the roller. 8. Compact material making a minimum of 8 passes and up to 10 passes. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 60 9. In small areas that are difficult to access with large equipment use a .5 -ton reversible plate compactor making a minimum of 8 passes and up to 10 passes. 10. Once compaction of the "Organic -Lock" Paving is completed allow for 24 -hours as to allow the "Organic -Lock" Paving to cure. Prevent moisture from coming in contact with the "Organic -Lock" Paving during this the first 24 -hours of this stage. 801-2.5.10 Tolerances a. Finished surface shall Finished "Organic -Lock" Paving Compaction versus Detail Drawing Thickness: +/- 3/16 -inch. b. Finished surface shall be uniform and solid with +/- 3/16 -inch variation from a 10 -foot long straight edge laid parallel to the center path except at grade breaks. Loose materials or ruts shall not be present on the surface. 801-2.6 Maintenance a. In areas of vehicular use and/or with continued exposure to dirt and debris, surface darkening may occur. b. Scarifying the surface 1/8 -inch with a nail drag and roller drum will quickly clean the surface and expose fresh underlying "Organic -Lock" Paving material. C. This procedure will become less frequent over time. 801-2.6.1 Repairs In areas of repair, remove the damaged "Organic -Lock" Paving material. a. With a shovel, square the corners and edges of the area to be repaired. b. Scarify the area to be repaired with a rake or nail drag to prevent a poor interface of existing "Organic -Lock" Paving material and fresh "Organic -Lock" Paving material. C. Fill in the area of repair with "Organic -Lock" Paving material and compact as instructed in section 2.7 INSTALLATION OF "ORGANIC -LOCK" PAVING. 801-2.7 Manufacturers And Suppliers a. Decomposed Granite Paving where indicated on plans shall be "Organic -Lock" provided by: Gail Materials, 10060 Dawson Canyon Road, Corona CA 92883, Contact: David Dzwilewski, Phone: 951.667.6106, Fax 951.667.6102 www.gaiImaterials.net 801-2.7.1 MATERIALS a. Gradation: As determined by ASTM C 136 methodology (Caltrans 202) CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 61 Sieve Size Percent Passing 1/2" 100 3/8" 90-100 No.4 50-100 No. 30 25-55 No. 100 10-20 No. 200 5-18 a. SAND EQUIVALENT: As determined by ASTM D 2419 methodology (Caltrans 217) Shall have a minimum of 30 to maximum of 60 C. R -VALUE: As determined by ASTM D 2488 methodology (Caltrans 301) Shall have a minimum of 73 801-2.7.2 Maintenance And Payment Decomposed granite payment shall be included in the lump sum contract price. Payment shall include full compensation for soil sterilant per subsection 301-6 and concrete curbing as specified on plans. 801-3 Header Installation 801-3.1 Concrete Headers. Concrete headers shall be constructed where shown on the plans and specifications. All concrete work shall conform to the requirements of subsections 201-1 and 301-1 and per Project Plans. 801-4 Planting 801-4.3 Layout and Plant Location Quantities for shrubs and groundcovers shown on the legend are for estimate purposes only. Final quantities for plant materials installed shall be governed by the indicated plant spacing. Quantities for trees shall be verified in bid documents and discrepancies between the planting plans and the bid schedule shall be noted on bid schedule by Contractor at the time of bid submittal. In the event that designated plant location is found in conflict with underground utility or structure during the planting operation an alternate location will be selected by the Owner. The Contractor shall be responsible to notify utility companies for the spotting of underground facilities prior to plant acquisition and to make precautionary potholes where conflicts would be indicated on the plans or by field notations by utility representatives. The cost for utility notification and potholing shall be included in the other work items and no additional compensation will be allowed therefore. Proposed tree locations, as indicated on plans shall be staked by contractor for review and approval by Owner prior to digging of plant pits for planting. Stakes shall minimum of 6' in length and color coded to indicate variety of proposed tree planting at each of the staked locations. Review and approval of provided color -coded stake locations, with CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 62 modifications/adjustments as necessary shall be provided by Owner prior to commencement of tree planting operations. Container shrubs and groundcovers shall be placed on finish grade at locations indicated on planting plans for review and approval prior to planting. Contractor shall notify Owner 48 hours prior to scheduled review of containerized shrubs and groundcovers on grade 801-4.4 Specimen Planting [Insert before first paragraph]: The planting pits for trees shall be excavated twice the diameter and the depth of the rootball. Set the Tri -C or Grow -Power or equal tablets to be used with each plant on the top of the root ball while the plants are still in their containers so the required number of tablets to be used in each hole can be easily verified. 3 tablets per 15 gallon 4 tablets per 24 inch box 5 tablets per 30 inch box 6 tablets per 36 inch box 7 tablets per 42 inch box 8 tablets per 48 inch and larger boxes Planting shall be governed by the following requirements: 801-4.5 Tree and Shrub Planting The Contractor shall amend backfill as necessary per the soils test report at no additional cost to the Owner. (Refer to Sections 800 and 801-2.3.2). The following soil amendments and fertilizer guidelines shall be used for bid purposes only. Fill holes with backfill mixtures as specified below: The following material shall be thoroughly blended and used as a backfill mix in the surface 12" around trees and shrubs, and the backfill soil, 12" below finish grade should be amended if specified by the soil test report with only gypsum and / or iron sulfate. No mixing for individual planting holes will be permitted. Mix planting soil prior to backfilling and stockpile at the site. The iron sulfate should not contact cement surfaces since severe staining could occur. 8 parts by volume screened on-site soil 2 parts by volume Nitrogen Stabilized Organic Amendment 1 '/2 lbs. Iron Sulfate per cu. yd. of mix 1 Ib. 12-12-12 per cu. yd. of mix 5 Ib. gypsum per cu. yd. of mix 1 Ib. of soil sulfar per cu. yd. of mix 2. Place plants near respective pits. Set the tablets to be used with each plant on the top of the root ball while the plants are still in their containers so the required number of tablets to be used in each hole can be easily verified. 1 tablet per 1 -gallon container 2 tablets per 5 -gallon container CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 63 3 tablets per 15 -gallon container 3. Remove all plants from their containers and set in plant pits. 4. Fill to proper height with amended backfill to receive the plant and thoroughly tamp the mixture before setting the plant. 5. Set plant in upright position in the center of the hole and compact the backfill mixture around the ball or roots. 6. Thoroughly water each plant when the hole is one-half filled. After water has completely drained, place planting tablets per detail. The remainder of the hole shall then be backfilled. 7. After watering, tamp the soil in place until the surface of the backfill is level with the surrounding area and the crown of the plant is at the finished grade of the surrounding area. Do not backfill around trunks or stems. 8. After backfilling, an earthen basin shall be constructed around each plant. Each basin shall be of a depth sufficient to hold at least six inches of water. Basins shall be the same size as the container size of each individual plant. The basins shall be constructed of amended backfill material. This berm shall be leveled to finished grade alter the 60th day of the maintenance period, and prior to the ground cover hydroseeding. 9. Immediately after planting, apply water to each tree and shrub by means of a hose. Apply water in a moderate stream in the planting hole until the material about the roots is completely saturated from the bottom of the hole to the top of the ground. 10. Apply water in sufficient quantities and as often as seasonal conditions require to keep the planted areas moist at all times, wet below the root system of grass and plants. Generally, water once each day for 7 days in cool seasons, for 14 days in hot weather. Berms around shrubs and trees in slopes shall be maintained for 60 days following tree planting and then removed. 11. Pruning - Pruning shall be limited to the minimum necessary to remove injured twigs and branches and to compensate for loss of roots during transplanting, but never to exceed one-third of the branching structure. Upon approval of the Owner Representative, pruning may be done before delivery of plants but not before plants have been inspected and approved by the Owner. 12. No trees shall be planted within 6 feet of paved surfaces, unless specifically indicated on plans. Those trees noted on plans to occur within 6' of curbs and/or paving shall receive continuous root barriers per Section 800-1.5.5. 801-4.6 Planting Staking and Guying. The text of the entire subsection shall be deleted and replaced with the following paragraph: All staking and guying shall be in accordance with the Plans, Details, and Specifications. 801-4.7 Ground Cover and Vine Planting. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 64 The second paragraph shall be deleted and replaced with the following: Ground cover shall be planted in moist soil and spaced as indicated on the plant legend. 801-4.8 Lawn Planting See section 800-1.4.5 Sod (turf grass). 801-4.8.1 General. This section includes the following, as noted on plans: 801-4.9.3 Seeding and Mulching Mulch installation shall consist of placing 3" thick layer `forest floor' (04") material equal to or supplied by Aquinaga Company (949) 786-9558 over designated planter areas. See plans for areas of installation. Submit sample prior to purchase and/or placement for approval. 801-5 IRRIGATION SYSTEM INSTALLATION 801-5.1 General Contractor shall be responsible to notify the Owner prior to start of construction to coordinate on-site inspections. Due to the scale of Contract Drawings, it is not possible to indicate all offsets, fittings, sleeves, etc., which maybe required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc., as may be required to meet such conditions. The work shall be installed in such a manner as to avoid conflicts between planting and architectural features, etc. All work called for in the Contract Drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. The Contractor shall not willfully install the irrigation system as shown on the Contract Drawings when it is obvious in the field that unknown obstructions, grade differences, or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of the Owner Representative. In the event this notification is not performed, the Irrigation Contractor shall assume full responsibility for any revisions necessary and shall perform such at \his own expense. The fourth paragraph shall be deleted and replaced with the following paragraphs: The location of connection points shown is approximate. The Contractor shall contact the utility companies and coordinate the installation of the required electrical and water services. Following coordination with the utility companies, the Contractor shall make all necessary provisions to make the service connections called for on the plans at the places indicated or to the nearest acceptable point thereto as approved by the utility companies and the Owner Representative. Verification of the point of connections with the utility companies and the Owner Representative shall be obtained by the Contractor prior to the start of work. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 65 All costs for making the service connections shall be paid for by the Contractor, with the exception of any utility company fees and permit fees which are reimbursable by the Owner, as per Section 7-5 "Permits" of the General Provisions. 801-5.1.1 Temporary Repairs The Owner reserves the right to make temporary repairs as necessary to keep the irrigation system in operating condition. The exercise of this right by the Owner shall not relieve the Contractor of his responsibilities under the terms of the guarantee as herein specified. 801-5.2 Trench Excavation and Backfill. The second and last paragraph shall be deleted and the following added: The depth of cover over pipelines and conduits shall be per Contract Documents. The trenches shall not be backfilled until all required tests are performed. A fine granular material used for bedding and backfill will be placed on all lines. Trenches shall be carefully backfilled with the excavated materials approved for backfilling, consisting of earth, loam, sandy clay, sand, or other approved materials, free from large clods of earth or stones. The finished surface shall be restored to the grade established prior to excavation. All mounding and divots shall be graded smooth to the satisfaction of the Owner Representative. If settlement occurs, and subsequent adjustments in pipe, valves, valve/utility boxes, sprinkler heads, lawn or planting, or other construction are necessary, the Contractor shall make all required adjustments. 801-5.2.1 Trenching and Backfilling Under Paving. Where irrigation lines are called for on the plans to be placed within a sleeve the PVC sleeve to be provided for such work shall be Schedule 40 PVC sleeve. 801-5.2.2 Trenching Adjacent to Existing Trees. Where it is necessary to excavate adjacent to existing trees, the Contractor shall use all possible care to avoid injury to trees and tree roots. Excavation in areas where two (2) inch and larger roots occur shall be done by hand. All roots two (2) inches and larger in diameter, except directly in the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap, to prevent scarring or excessive drying. Where a ditching machine is run close to trees having roots smaller than two (2) inches in diameter the wall of the trench adjacent to the tree shall be hand trimmed, making clean cuts through. Trenches adjacent to trees should be closed within twenty-four (24) hours; and where this is not possible, the side of the trench adjacent to the tree shall be kept shaded with burlap or canvas. 801-5.3 Irrigation Pipeline Installation A minimum of twelve (12) inches clearance shall be maintained between "recycled" irrigation pipelines and non -irrigation pipelines/conduits. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 66 The following paragraphs shall be added at the end of the subsection: PVC Sleeves shall be required under areas where all hardscape materials shall be installed. Sleeving shall be done per detail on Project Plans (Minimum sleeve dimension shall be twice the diameter of pipe size. 801-5.3.3 Plastic Pipeline. The following shall be added to the end of paragraph one: PVC to metal connections shall only be accomplished by PVC male adapters screwed into metal fittings. Teflon tape shall be used on all threaded PVC to PVC, and on all threaded PVC to metal joints. The following paragraph shall be added following paragraph four: Handling of PVC Pipe and Fittings. The Contractor is cautioned to exercise care in handling, loading, unloading, and storing of PVC pipe and fittings. All PVC pipe are to lie flat and not to be subjected to undue bending or concentrated external load at any point. Any section of pipe that has been dented or damaged will be discarded and, if installed, shall be replaced with new piping. Pipe and fittings shall not be stored in direct sunlight. 801-5.4 Installation of Valves, Valve Boxes, and Special Equipment Paragraphs three, four, five, and six shall be deleted. 801-5.5 Sprinkler Head Installation and Adjustment. 801-5.5.2 Location, Elevation, and Spacing. The third paragraph shall be amended to read as follows: Sprinkler heads shall be installed 6 inches from the adjacent vertical elements projecting above wade such as walls, planter boxes, curbs, and fences in shrub areas. Sprinkler heads shall be installed 4 inches from adjacent vertical elements projecting above grade such as walkways, walls, planter boxes, curbs, and fences in turf areas. 801-5.7 Flushing and Testing. 801-5.7.1 General. The following paragraph shall preface the subsection: Flushing of the lines shall be done before quick coupling valves and remote control valves are in place. All open ends shall be piped (temporarily to exhaust flushing water up and out of the trenches.) No water will be permitted to fall into the trench. Flushing procedure will be to first open the ports nearest the source, then recap, and move progressively towards the end of the line, with only one open port flushing at anyone time. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 67 Amend the last sentence of the first paragraph by adding "and approved in writing" by the Senior Landscape Planner at the end of the sentence. Add the following paragraph to the end of the subsection: When the irrigation system is completed, a coverage test shall be performed by Owner Staff to determine if the water coverage for planting areas is complete, adequate, and avoids overspray onto walks, roadways, and buildings as much as possible. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from the Contract Drawings, or where the system has been willfully installed as indicated on the Contract Drawings when it is obviously inadequate, without bringing this to the attention of the Owner inspector. This test shall be accomplished before any ground cover is planted. The Contractor shall request the presence of the Owner in writing at least forty-eight (48) hours in advance of testing. The Contractor shall flush and adjust all sprinkler heads for optimum performance and to prevent overspray onto walks, roadways, and buildings as much as possible. 801-5.7.2 Mainline and Lateral Pipeline Pressure Test. Pressure test at the end of the first paragraph shall be amended to read: Mains 6 hrs. at 150 PSI. Laterals 2 hours at 100 PSI. 801-6 MAINTENANCE AND PLANT ESTABLISHMENT The Contractor shall be responsible for detecting diseases and pests (including rabbits, gophers, groundhogs, rodents) as soon as they are present and shall take immediate action to identify, control, and remove the disease or pest. Pest control programs of all mammals shall be done without extermination and as approved by the Owner's Authorized Representative. Plants shall be maintained in a disease and pest free condition. A licensed Pest Control Operator shall be maintained to recommend and apply pesticide, herbicides, and fungicides. Contractor shall be responsible for removal of gophers and moles from site and repair any and all damage attributed to their presence. Damaged plant material due to vertebrate pests (rabbits, gophers, groundhogs, etc.) shall be replaced immediately by Contractor at no cost to Owner. Dead dying and damaged plant material shall be removed at no cost to the Owner. The maintenance and plant establishment period shall be for a period of (90) calendar days. Trees shall have a 1 -year warranty beginning after the plant establishment period, after all planting is complete and approved by the Owner in writing. The maintenance period will not commence until all planting has been approved in writing by the Owner. Maintenance shall include, but not be limited to, all watering, irrigation repair, weeding, mowing, edging, cultivating, spraying, and pruning necessary to keep the plant materials in a healthy growing condition and to keep the planted areas neat and attractive throughout the maintenance period. The lump sum price paid for the maintenance period shall include all costs for water (from the new water meter installed only), watering, irrigation repair, weeding, mowing, edging, cultivating, spraying, and pruning necessary to keep the plant materials in a healthy growing condition and to keep the plant areas neat and attractive throughout the maintenance period. Upon the 60th day or thereafter, dirt berms around trees and shrubs shall be leveled. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 68 Provide all equipment and means for proper application of water to those planted areas not equipped with an irrigation system. Protect all planted areas against damage, including erosion and trespassing, by providing and maintaining proper safeguards. During the maintenance period, all plants and planted areas shall be kept properly watered and weed -free at all times. Irrigation schedule shall comply with AB325 and Certified Irrigation Auditor's parameters. In order to expedite the plant establishment work, the Contractor shall maintain a sufficient number of men and adequate equipment to perform the work herein specified from the time any planting is done until the end of the final maintenance period. The Contractor will be relieved from maintenance work when the plant establishment and maintenance work has been completed to the satisfaction of the Owner. Damage to planting areas shall be replaced immediately when seen by Contractor. Damage observed by the Owner shall be replaced within 24 hours of notification to the Contractor. Depressions caused by vehicles, bicycles, or foot traffic, are to be filled and leveled. Replant damaged areas. Apply a pelletized fertilizer blend of 15-15-15 at the beginning and at every 30 -day maintenance interval at the rate 350 lbs. per acre until the designated end of the maintenance period. A 90day maintenance program shall consist of 3 (six) fertilizer periods. Apply 25 lbs. Gro -Power Plus per 1,000 square feet at 25th and 55th day of 90 day maintenance period. Contractor shall be responsible for removal of rodents, slugs, snails, and cutworms from site as required and repair damage as above. All paved areas will be broom cleaned and/or washed and maintained in a neat and clean condition at all times, as directed by the Owner. AQMD and WQMP practices shall be observed. Air blowers shall not be allowed. Replacements. At the end of the maintenance period, all plant material shall be in a healthy growing condition. During the maintenance period, should the appearance of any plant indicate weakness and probability of dying, immediately replace that plant with a new and healthy plant of the same type and size without additional cost to the Owner. All trees shall be guaranteed by the Contractor to live and grow in an acceptable upright position for a period of one year after completion and final acceptance by the Owner. The Contractor, within ten (10) days of notification by the Owner, shall remove and replace all guaranteed plant materials which for any reason fail to meet the requirements of the guarantee. Replacement shall be made with plant materials as indicated or specified for the CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 69 original planting, and all such replacement materials shall be guaranteed as specified for the original guaranteed materials. Clean -Up. Upon completion of the work in this section, the Contractor shall clean-up and remove from the area all unused materials and debris resulting from the performance of the work as directed by the Owner. 801-9 GUARANTEE The text of the subsection shall be deleted and replaced with the following: The guarantee period shall begin upon written notice by Owner of substantial compliance with plans and specifications has been achieved by Contractor. Upon acceptance, all construction shall be guaranteed by the Contractor for a period of one year against defects in materials and workmanship. Any settling of backfill trenches which may occur during the one year guarantee period shall be backfilled, compacted, and transitioned smoothly with adjacent gradients to the Owner's satisfaction by the Contractor without expense to the Owner, including the complete restoration of damaged planting, paving, or other improvements of any kind. The Contractor, within ten (10) days of notification by the Owner Representative, shall remove and replace all guaranteed plant materials which, for any reason, fail to meet the requirements of the guarantee. Replacement shall be made with plant materials as indicated or specified for the original planting and all such replacement materials shall be guaranteed as specified for the original guaranteed materials. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 70 GUARANTEE FOR IRRIGATION SYSTEM We hereby guarantee that the irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the Contract Drawings and specifications, ordinary wear and tear, and unusual abuse, or neglect accepted. We agree to repair or replace any defects in material or workmanship, including settling of backfilled areas below grade which may develop during the period of one year from date of acceptance and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the Owner. We shall make such repairs or replacements within 72 hours after receipt of written notice. In the event of our failure to make such repairs upon written notice from the Owner, we authorize the Owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charge therefore upon demand. PROJECT: LOCATION: AGENCY: SIGNED: (Contractor) ADDRESS: PHONE: DATE OF ACCEPTANCE: CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 71 801-10 CHARTS, MANUALS, AND CONTRACT DRAWINGS 801-10.1 As -Built Contract Drawings Contractor shall provide Owner Representative with Landscape Architect signed "as -built" heavy weight drafting film originals of all project construction document plans, reflecting all "as - built" conditions for all project elements and two (2) sets of edge bound plots at the completion of the project at no additional cost to the Owner. Contractor shall provide two (2) sets of surveyed electronic files in CAD and PDF format. One (1) set shall be delivered to the Owner for permanent recordkeeping purposes. Contractor shall dimension from two (2) permanent points of reference, building corners, sidewalk or road intersections, etc., the location of the following items: 1. Gate valves 2. Sprinkler control valves 3. Routing of control wiring 4. Rain gauge 5. Quick coupling valves 6. Point of connection components (meters, backflow preventors, etc.) 7. Other related equipment as directed by the Owner 8. Significant changes in routing of lateral lines from those indicated on the plans Delivery. On or before the date of the final inspection, the Contractor shall deliver the corrected and completed design documents to the Owner. Delivery of the final heavy weight drafting film will not relieve the Contractor of the responsibility of furnishing required information that maybe omitted from the prints. 801-10.2 Controller Charts As -built Contract Drawings shall be approved by the Owner before the Contractor prepares the controller charts. Provide two (2) controller charts for each controller supplied. The chart shall show the area controlled by the automatic controller and shall be the maximum size which the controller door will allow. The chart is to be a reduced drawing of the actual "as -built" system. However, in the event the controlled sequence is not legible when the drawing is reduced, it shall be enlarged to a size that will be readable when reduced. The chart shall be a blackline or blueline print and a different color shall be used to indicate the area of coverage for each station. When completed and approved, the Contractor shall hermetically seal the chart between two pieces of plastic, each piece being a minimum of 10 mils thick. These charts shall be completed and approved prior to final inspection of the irrigation system. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 72 801-10.3 Manuals of all Equipment and Certificate of Substantial Completion Operation and Maintenance Manuals. Prepare and deliver to the Owner within ten calendar days after substantial completion of the project, three hard cover binders with three rings containing the following information: 1. Index sheet stating Contractor's and subcontractor's license numbers, address, and telephone number and list of equipment with name and address of al local supplier's and manufacturer's representatives. 2. Catalog and specification `cut' sheets materials for all hardscape and softscape and equipment installed under this contract. 3. Guarantee statement. The guarantee for the sprinkler irrigation system shall be made in accordance with the enclosed form. The Contractor shall file a complete copy of all substantial completion forms and irrigation guarantee prior to the acceptance of project by the Owner. The guarantee shall be included in the operations and maintenance manual of all equipment throughout the park. The guarantee shall be typed onto the Contractor's letterhead. 4. Complete operating and maintenance instructions on all major equipment. In addition to the above mentioned maintenance manuals, provide the Owner's maintenance personnel with instructions for major equipment and show evidence in writing to the Owner at the conclusion of the project that this service has been rendered. 801-11 EQUIPMENT 801-11.1 Loose Equipment to be Furnished. The following subsection shall be added (confirm each item with the Owner Inspector prior to actual turn -over): The Contractor shall supply as a part of this contract the following tools: 1. Two (2) sets of special tools required for removing, disassembling and adjusting each type of sprinkler and valve supplied on this project. 2. Two (2) five foot valve keys for operation of gate valves. 3. One (1) quick coupler key and matching hose swivel for every five (5) of each type of quick coupling valve installed. 4. Six (6) spray nozzles of each type specified on the legend. 5. One case of spray bodies of each manufacturer specified on the legend. 6. One case of rotors of each manufacturer specified on the legend. 7. Two (2) gate valves - line sized - as specified on the legend. 8. Two (2) keys each for controller and controller enclosure doors. CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 73 a. One RainMaster remote for each controller The above-mentioned equipment shall be turned over to the Owner at the conclusion of the project. Before final inspection can occur, evidence that the Owner has received material must be shown to the Owner Representative. 801-12 PAYMENT The payment for the irrigation system and all appurtenant installations indicated on the Contract Drawings and described in these specifications shall be included as part of the Lump Sum Contract Price in the Proposal Bid Form. The payment for the installation of turf shall be made as part of the Sum Contract Price. The payment for maintenance of the work per the Contract Drawings and the specifications shall be made as part of the lump sum Contract Price 90 -day Maintenance. The payment for the planting and installation of trees, shrubs, and ground cover shall be included in the Contract Lump Sum Contract Price. The cost of soil amendments, fertilizing and soil conditioning, weed control, and finish grading shall be included in the Lump Sum Contract Price. Consultant Technical Specifications in C.S.I. format for items not identified in Technical Specifications Consultant "Greenbook" Amendments CITY OF NEWPORT BEACH Technical Specifications Greenbook GRANT HOWALD PARK Page 74 TECHNICAL SPECIFICATIONS CSI FORMA T SPECIFI CA TIONS CSI FORMAT SPECIFICATIONS NOT IDENTIFIED IN AMENDMENTS TO "GREENBOOK" STANDARD SPECIFICATIONS FOR PUBLIC WORKS, 2018 EDITIONS FOR: ALL SITE CONSTRUCTION IN PART 2 AND PART 3 SECTION 01 71 23.10 CONFORMANCE SURVEYING PART 1 - GENERAL 1.1 SUMMARY A. Conformance Surveying work shall be completed by the Contractor's Surveyor and shall be based on established site bench marks, monuments, lines, and levels necessary for the work covered by this Contract. The Contractor's surveyor shall be a registered, licensed California Surveyor and shall be an independent sub consultant of the General Contractor, as approved by the Owner. 1.2 SUMMARY OF WORK A. Conformance surveying required for proper completion of the work may include, but may not be limited to: 1. Synthetic turf subgrade, and new base preparation. 2. Other applicable project components. 1.3 RELATED SECTIONS A. Section 07 71 23.10 -Conformance Surveying B. Section 32 11 16 — Synthetic Turf Base Courses C. Section 32 12 93.10 — Artificial Grass Fieldturf FTRV360-1:Revolution 360 1.4 SUBMITTALS A. Contractor's Surveyor will submit one (1) electronic copy of all conformance surveys for the project to the Owner, Synthetic Turf Installer and Project Landscape Architect. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION 3.1 LAYING OUT THE WORK A. The General Contractor shall employ a Registered California Licensed Land Surveyor (hereafter referred to as Surveyor) to perform any conformance surveying work required by the Owner. The conformance survey and necessary work involved to perform the below identified tasks are the sole responsibility of the Contractor, at no extra cost to the Owner. B. The surveyor shall compare the as -constructed spot elevations to those on the contract design documents for the same location. Conformance survey shall show the difference in these two numbers. C. All surveys provided in this section shall be accurate to 0.01 feet minimum. 3.2 SYNTHETIC TURF SUBGRADE AND BASE ROCK CONFORMANCE SURVEYING CITY OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 76 A. Contractor shall verify that subgrade has been prepared according to specification with regard to compaction, grade tolerances and is free of debris, non-compactable material, topsoil, or organics prior to beginning work. B. Top of subgrade/rock base elevations shall be verified on a 25 -foot grid using laser - operation survey instruments. Grades must be within '/4" -inch plus or minus from the elevations shown on the plans. In addition, no point within the 25 -foot grid deviates more than '/4" -inch from any other adjacent point within the 25 -foot grid. Upon placement of the synthetic turf rock base material, contractor shall verify that the rock base has been prepared according to plans and specification with regard to compaction, grade tolerances and is free of debris, non-compactable material, topsoil, or organics prior to beginning work. C. Prior to acceptance of the subgrade/rock base, a conformance survey will be prepared at Owners request, by the Surveyor. The survey shall be based on a 25 foot grid showing the field sheet flow, the center of the subgrade elevation of the subdrain trench edges, and the perimeter of the field. The conformance survey shall show both design grades and subgrade elevations and the difference between the two. Upon completion The Surveyor and contractor shall be provided 5 working days to review and respond to the Conformance Survey. Any portion of the survey that does not conform to the requirements identified above in item 3.02-13 will be corrected by the Contractor. Areas out of conformance will be resurveyed (following the identical procedure stated above) by the Surveyor, and these revised points shall be added to the original digital file for review and acceptance by the Owner and Project Landscape Architect. Any and all delays and costs incurred due to grades out of conformance are the sole responsibility of the Contractor. At any point during construction following acceptance of the subgrade by the Owner, the Owner reserves the right to recheck the subgrade to verify it is still in conformance. It is the Contractor's responsibility to protect the grading and compaction tolerances of the subgrade after conformance survey is complete and prior to installation of composite material. D. Finish surface planarity shall then be verified, and if necessary adjusted, by the Contractor in the presence of the Owner and synthetic turf installation crew using string line method. 1. A mason's line held taught between two workman separated by a distance of approximately 40 feet, shall be placed directly on the finished surface, parallel to the direction of greatest slope. A third workman shall check for separations between the mason's line and the finished surface that are equal to or greater than the tolerances specified. 2. Final crushed aggregate permeable base elevations shall conform to the lines and grades shown on the Contract Drawings. The measured grades shall not deviate more than (1/2") from the planned grades and not vary more than (1/4") feet in 10 feet in any direction. Laser grading of the finish surface is required. 3. General Contractor's responsibility shall include correction of any defects in synthetic turf aggregate base and edge anchorage details identified by the Owner's synthetic turf installer. 4. Roller marks, tire tracks, footprints or other impressions on the finished surface shall be raked out where they are equal to or greater than the tolerances specified. CITY OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 77 Following long and short axis checking and corrections, the Contractor shall notify the Owner, that the finished surface is ready for inspection. 5. The Contractor shall perform a final string line check along the long axis of the field in the presence of the Synthetic Turf Surfacing Installer. Finished surface planarity shall be approved by the Owner and Synthetic Turf installation contractor. 6. Please be advised that the visual string line examination and acceptance of the base should not be used as a substitute for independent testing and analysis by a qualified professional engineer. As with all bases, there exists the possibility of hidden, latent or other defects that can only be reliably discovered through inspection, survey or testing by qualified experts in the fields of geology and soils engineering. 7. Damage to the finished surface planarity occurring after approval shall be corrected by the Contractor using the method described above. 8. See Section 32 11 16.17 Synthetic Turf Base Courses. E. Materials and Work not conforming to specified requirements shall be promptly removed, replaced and reinstalled as part of the work of this section at no cost to the Owner. END OF SECTION CITY OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 78 SECTION 32 11 16.17 SYNTHETIC TURF BASE COURSE PART 1 -GENERAL 1.1 SUMMARY A. Work Included: Crushed Aggregate Permeable Base, HDPE Perimeter Piping, Perimeter Curbing, and Turf Fabric Attachment Nailer. B. Related work specified elsewhere: 1. Excavation / Earthwork 2. Concrete 3. Irrigation 4. Synthetic Grass System 1.2 DESCRIPTION OF WORK: A. The general contractor shall provide the synthetic turf aggregate base system and related appurtenances, including but not limited to HDPE Perimeter Piping, perimeter curbing & edge anchorage details, crushed aggregate permeable base, ready to receive the synthetic turf fabric. 1. It is the intent of this paragraph that all work necessary to provide the specified synthetic sports turf, complete and ready for play, shall be included in the scope of the General Contract. 1.3 QUALITY ASSURANCE A. Contractor qualifications: 1. Installers of the synthetic turf base system shall: a. Possess a Class A California Engineering Contractor's License. b. Acknowledge that the grading, drainage, and synthetic turf base coarse installer meets the minimum qualifications of this paragraph: the minimum acceptable experience shall include the direct experience and responsibility for the grading, drainage and base installation of 10 separate synthetic turf projects within the past 3 (three) years. Separate projects awarded under one contract may qualify as individual projects. These projects shall be listed from most recent installation date first to the tenth project last. The list shall include: project name, installation date, location, size of field installation, type of synthetic product, product manufacturer and type of infill, product installer, Owner of the project as reference and current telephone number. This complete project listing shall be provided with the bid. Contractor shall submit previous experience and references for each project at time of Bid submittal, per Part I, Section E: Contractor's Synthetic Turf Project Listing. Completed form shall be part of the Lump Sum Bid. B. Changes & Substitutions: CITY OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 79 1. The contractor shall strictly adhere to the procedures outlined under this Section. Any variance from these requirements shall be identified in writing and submitted to be reviewed andaccepted by the Owners representative C. Synthetic Turf Base Planarity and Compaction Requirements: 1. Completed Work of this section shall comply with the following: a. Compaction of sub -grade: minimum 92%. Modified Proctor density. b. Planarity of sub -grade: tolerance of one quarter inch (1/4") in ten feet (10'). c. Compaction of crushed aggregate permeable base: Shall be compacted to a minimum of 90%, and maximum 92%, Modified Proctor density. d. Surface tolerance of crushed aggregate permeable base: not to exceed 1/4 inch over 10 feet and a maximum of 1/2" from design grade. D. Coordination: 1. Coordinate locations of connections to storm drainage system. 2. Coordinate work with installation of underground piping beneath synthetic turf and with installation of field appurtenances such quick couplers, electrical outlets in synthetic turf and other items required by Contract Documents. 1.4 FIELD QUALITY CONTROL & ACCEPTANCE OF WORK A. Testing Agency: Owner will engage a qualified independent geotechnical engineering testing agency to perform field quality -control testing. Contractor shall provide project schedule and timeline to recognize, allow for and coordinate with the geotechnical engineer's specified testing operations. 1. Tests shall include compaction and Proof Roll testing of sub -grade, finish grade and each lift of synthetic turf base, measured at a minimum of 12 locations randomly spaced across the surface of each field. 2. The Independent Testing Agency shall also test the crushed aggregate permeable base material prior to delivery to the job site to verify that material meets the specified gradation & permeability requirements. A minimum of (1) test for every 3,000 tons of material. 3. In-situ drainage testing shall be provided for every 20,000 SF of Synthetic Turf surface. a. Installed drainage properties to comply with the following 1) Testing Methods: a) For field tests: CITY OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 80 1. If access to a water source with a hose is available test method ASTM F 2898, "Standard Test Method for Permeability of Synthetic Turf Sports Field Base Stone and Surface System by Non -confined Area Flood test Method." Shall be conducted in same location as double ring test. — 2. Test Method : ASTM D 3385-09 "Standard Test Method for Infiltration Rate of Soils Using Double Ring Infiltrometer or BSI 7044 "Artificial Sports Surfaces — Test Method 4 shall be conducted ,Test shall exceed 28" per hour. a. Double ring and non -confined shall be conducted so that double ring test location is within wetted area of non -confined test location. b. Final approval of infiltration requirements are to be through field testing only. c. Methods not specifically listed above shall be submitted for approval. 4. Testing agency will test compaction of soils & base materials in place according to ASTM D1557, ASTM D 6938, as applicable. 5. Contractor's surveyor will verify proper elevation of nailer board around entire perimeter of field, and submit to the Engineer for approval. Contractor's surveyor shall be a licensed California surveyor and shall be an independent sub consultant of the General Contractor. B. Owner provided independent testing agency results verifying compliance with compaction & permeability requirements shall be supplied and approved by Owners representative prior to the commencement of synthetic turf installation. 1. The synthetic turf contractor shall not proceed with the installation of the synthetic turf surfacing system until project specified compaction and permeability test results have been achieved. C. Contractor to provide surface planarity verification using a string line method in presence of synthetic turf contractor and Owner. 1. A mason's line held taught between two workman separated by a distance of approximately 40 feet, shall be placed directly on the finished surface, parallel to the direction of greatest slope. A third workman shall check for separations between the mason's line and the finished surface that are equal to or greater than the tolerances specified. 2. Final crushed aggregate permeable base elevations shall conform to the lines and grades shown on the Contract Drawings. The measured grades shall not deviate more than (1/2") from the planned grades and not vary more than (1/4") feet in 10 feet in any direction. Laser grading of the finish surface is required. CITY OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 81 3. General Contractor's responsibility shall include correction of any defects in synthetic turf aggregate base and edge anchorage details identified by the Owner's synthetic turf contractor. 4. Roller marks, tire tracks, footprints or other impressions on the finished surface shall be raked out where they are equal to or greater than the tolerances specified. Following long and short axis checking and corrections, the Contractor shall notify the Owner, that the finished surface is ready for inspection. 5. The Contractor shall perform a final string line check along the long axis of the field in the presence of the Synthetic Turf Surfacing Installer. Finished surface planarity shall be approved by the Owner and Synthetic Turf installation contractor. a. Please be advised that the visual string line examination and acceptance of the base should not be used as a substitute for independent testing and analysis by a qualified professional engineer. As with all bases, there exists the possibility of hidden, latent or other defects that can only be reliably discovered through inspection, survey or testing by qualified experts in the fields of geology and soils engineering. 6. Damage to the finished surface planarity occurring after approval shall be corrected by the Contractor using the method described above. D. Materials and Work not conforming to specified requirements shall be promptly removed, replaced and reinstalled as part of the work of this section at no cost to the Owner. 1.5 SUBMITTALS A. General: Submit in accordance with General Provisions. B. Contractor Qualifications. C. Product Data: Submittals required: 1. Permeable aggregate base material including sieve size analysis & source. 2. Subgrade/Trench Separation Barrier 3. HDPE pipe & fittings 4. 1.5" x 12" Panel Drains 5. Certification that the submitted products are in compliance with the specifications D. Samples: Submittals required: 1. Subgrade/Trench Separation Barrier PART 2 -PRODUCTS 2.1 GEOTEXTILE, SUBGRADE, AND DRAINAGE TRENCH SEPARATION BARRIER CITY OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 82 A. The prepared soil subsurface is to be isolated from the installed field and drainage system above it with a geotextile/geomembra ne placed across the entire surface of the field. This insures no mixing of the soil sub surface with the aggregate drainage system. B. Separation fabric shall be laid and overlapped in accordance with the manufacturer's and project geotechnical engineer's written recommendations. 1. Geotextile Fabric shall be laid with 1' (1 foot) minimum, 3' (3 foot maximum) overlaps to ensure 100% subgrade coverage from the drainage system above. 2. Geotextile Fabric shall be laid overlapping downhill, following field drainage flow. C. SUBGRADE SEPARATION BARRIER: 1. Subgrade Separation Barrier and Trench Barrier shall be woven geotextile Mirafi 60OX or approved equal. 2. Top of Trench Separation Barrier shall be a 4oz. Non -Woven Geotextile — Mirafi 140N or approved equal 3. Geotechnical Engineer of Record shall provide final approval of separation barrier selection based on actual site conditions. 2.2 PERFORATED FLAT DRAIN AND HDPE PERIMETER PIPING A. All specific pipes are noted on the Contract Contract Drawings B. 4" through 10" solid wall and perforated drainpipe shall be smooth interior wall conforming to AASHTO M252. C. 12" through 36" solid wall and perforated drainpipe shall be smooth interior wall conforming to AASHTO M294 Type S. D. Fittings and couplers shall be split couplings or snap couplings manufactured by the same manufacturer as the corrugated polyethylene pipe. E. Panel Drains shall be a 3-dimensional rigid HDPE (1.5" x 12" flat panel pipe), AdvanEdge, MultiFlow, or approved equal. 2.3 CRUSHED AGGREGATE PERMEABLE BASE A. Material to be open graded, fractured friction course that provides adequate mechanical stability and compaction for athletic field applications. Material to be clean with minimal fines as described in gradation table below. B. Material to be minimum 100% fractured with at least one mechanical fracture per particle greater than '/4" sieve size. CITY OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 83 C. Comply with the below permeable base gradation Mesh Size 1" 3/4" 3/8" #4 #8 #30 #40 #50 #200 % Passing 100 80-100 30-50 25-40 10-30 7-25 5-17 0-7 0-3 1. Soft lime stones and shale materials are not acceptable. 2. Materialsshall be tested at the Contractor's expense using a sulfate soundness test (ASTM C 88) and LA Abrasion Test (ASTM C 131). Test Method Sulfate Soundness (ASTM C 88) LA Abrasion (ASTM C 131) Criteria Not to exceed 12% Loss Not to exceed 40 D. Aggregate material for bedding and backfill around the Perforated Perimeter Collector pipe system shall be ASTM #57 Crushed Stone and shall meet criteria A -C and D1 -D2 above. E. Aggregate material for perforated Perimeter Collector pipe planarity layer system shall be ASTM #8 Crushed Stone and shall meet criteria A -C and D1 -D2 above. F. Contractor to provide '/2 CU. FT. submittal with sieve analysis of proposed drainage course and ASTM #57 crushed stone material for review by independent testing agency. 2.4 INDEPENDENT CRUSHED AGGREGATE PERMEABLE BASE TESTING A. Contractor to coordinate schedule as required for Owners independent lab to continually monitor and test the crushed aggregate base as follows: 1. Sampling and testing of crushed aggregate permeable base both at the batch plant and on-site will be performed to confirm that the proposed material is in conformance with the project specifications prior to and following deliver of material to the site. Contractor's representative shall be in attendance at batch plant and at project site at time of material acquisition by the Owner -provided independent testing agency. 2. Batch plant sampling and testing shall consist of a minimum of two (2) gradation samples and two (2) permeability samples for the project for initial approval. Contractor shall continuously monitor the requirements in sections 1.4 and 2.3 above throughout placement of the crushed aggregate permeable base material. 3. On-site testing of the installed crushed aggregate permeable base shall be in accordance with section 1.4 above. CITY OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 84 4. The Owner's Testing Agent may choose to periodically inspect and/or obtain samples of aggregate materials at the source and/or as they are delivered or installed on site. Any rock aggregate material that does not conform to the approved submittal samples will be rejected immediately or tested by the Contractor Testing Agent to verify compliance with the specifications. Such tests performed by the Owner's testing agent shall not relieve the Contractor of compliance with the project specifications. The Contractor shall be required to meet project's specifications and any tests conducted by the Owner shall not imply warranty of the Contractor's work or compliance with the specifications. a. Costs for initial aggregate material testing by the Owner's Testing Agent are the responsibility of the Owner. Costs for any rock material testing by the Owner's Testing Agent on aggregate materials that are a replacement for aggregate materials that were rejected by the Owner's Testing Agent due to nonconformance with the specifications, Contractor's submittals or quality control test results, will be borne by the Contractor and may be invoiced to the Contractor by the Owner or deducted from the next Progress Payment. 2.5 PERIMETER CURBING AND TURF FABRIC ATTACHMENT NAILER A. All perimeter curbing shall be formed utilizing either steel forms in good working order or 2" nominal dimensioned lumber. 1. Concrete curb shall be, trowel finished where exposed. 2. Concrete shall be as specified in project specifications and geotechnical report requirements for site concrete. 3. All cast -in-place concrete shall be ready mixed concrete meeting the following minimum criteria as well as the minimums referenced in the project geotechnical report. a. 28 day compressive strength — 3250 psi b. Air entrainment - 4% to 8% c. Slump - 2" to 4" 4. Synthetic Turf nailer board. a. TREX polymer landscape board, 2 x 4 nominal thickness, or equal b. Attachment anchors shall be tapcon screw type anchors of appropriate size spaced 12" center to center and installed in accordance with manufacturer recommendations PART 3 -EXECUTION 3.1 PREPARATORY WORK A. Examination of Site: 1. Examine site for conditions that will adversely affect execution, permanence, and quality of work. CITY OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 85 2. Verify that underground utility & irrigation piping below sub -grade of synthetic turf base has been completed and the work of this section can properly proceed. 3. The Contractor shall be responsible to close and cover, in a manner acceptable to the Owner, any existing basins, which the Owner determines to be detrimental to the function of the new synthetic turf field. 3.2 EXCAVATION & SUB -GRADE PREPARATION A. Methods as specified in appropriate section of Amendments to Standard Specifications for Public Works Construction (Greenbook) B. Subgrade grading and preparation shall comply with criteria outlined in the project geotechnical report as it relates to compaction, removal of existing turf, percent organic matter, debris, etc. C. Sub -grade of the crushed aggregate permeable base material shall be sloped as shown on the Contract Drawings D. Trench sub -grade locally as required to achieve design slopes on sub -drain collector pipes. E. Compaction: 1. After sub -grade has been properly graded, contoured and sloped as required, compact soil materials as outlined in section 1.3 above. F. Tolerances: 1. Compacted sub -grade shall conform to shall conform to section 1.3 above. 3.3 SUBGRADE/TRENCH SEPARATION BARRIER A. The prepared soil subsurface is to be isolated from the installed field and drainage system above it with the specified separation barrier placed across the entire surface of the field. See these specifications. Barrier shall be approved by project geotechnical engineer. B. The subgrade surface shall be free from large stones; 3" or larger, and sharp objects that may puncture or tear the separation barrier. C. The separation barrier shall be placed and overlapped in accordance with the Manufacturer's written recommendations. D. The Subgrade/Trench separation barrier shall be continuous through the drainage trenches to insure separation of surrounding soil and drainage stone. 3.4 PERFORATED HDPE DRAINAGE PIPE A. Examine the areas and conditions under which the subsurface drainage system work is to be installed. Correct any and all conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until satisfactory conditions have been corrected. CITY OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 86 B. EXCAVATION FOR PIPE 1. Excavation shall consist of the removal of all material of every description to the depths and grades designated on the plans and specified herein. 2. If the material at or below the designated grade for which the pipe is to be laid is unsuitable for pipe foundation, then the material shall be removed to such depths and widths as required and replaced with approved foundation material. 3. Excavation for installation of pipes shall be in trenches to the lines, grades and widths as per the Contract Contract Drawings and in accordance with Safety and Health Regulations (OSHA). In all cases trenches shall be excavated in a manner to ensure the proper and timely completion of the work. C. INSTALLATION 1. Once said trench has been excavated to the proper lines, grades and widths, the geotextile fabric shall be installed as per Manufacturer's Specification. 2. Perforated HDPE drainage pipe shall be installed according to recommended installation practices by the pipe manufacturer. Drain lines shall be installed to comply with drain line elevations noted on project plans. 3. Pipe laying work shall commence at the main collector line and shall proceed upgrade. Pipe shall be laid true to line and grade in such a manner as to assure a close concentric joint with the adjoining pipe. 4. Trenches shall be kept free of water and debris. Pipe shall not be laid when the condition of the trench or weather is unsuitable for such work. 5. Install Panel Drains as shown on Contract Drawings. 6. At the completion of each drainage line installation, place a cap or plug in the up- stream end as to prevent unwanted material and debris from entering the pipe. D. INSPECTION 1. After installation of pipe, inspect to determine whether line displacement or other damage has occurred. 2. Make inspections after lines have been installed prior to backfilling, during the backfilling process, and again at the completion of backfilling. Backfill material shall conform to the material as specified in section -2.3 above. 3. If inspection indicated poor alignment, debris, displaced pipe, infiltration or other defects, take whatever steps are necessary to correct such defects at no additional cost the Owner. 3.5 PERIMETER CURBING AND TURF FABRIC ANCHORAGE NAILER A. A continuous perimeter concrete curb, either exposed or concealed as shown on plans, is required around the entire perimeter of all synthetic turf areas with #4 rebar. CITY OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 87 B. Top of 2x4 nailer boards shall be set or recessed per the following table and as indicated on contract drawings: Pile Height Nailer Depth 2.5" pile height 1.75" 1.25" pile height 1.5" 2" pile height 1.25" 1.6" Pile Height 1.0" 3.6 INSTALLATION OF PERIMTER HDPE DRAINAGE PIPE AND CRUSHED AGGREGATE PERMEABLE BASE A. Place permeable base materials in layers not more than 6 inches in loose depth for material compacted by heavy compaction equipment, and not more than 4 inches in loose depth for material compacted by hand -operated tampers. 1. Minimum nominal compacted thickness of base layer: 4 inches. B. Place materials evenly on all sides of structures to required elevations, and uniformly along the full length of each structure. C. Placement of Crushed aggregate permeable base: 1. Crushed aggregate permeable base material shall be placed with adequate moisture content to prevent segregation of the particles during grading. Excess water shall not be applied during installation of rock base and rough grading due to the potential of softening the subgrade and altering the grading. 2. Contractor to refer to compactions requirements as outlined in section 1.3 above. 3. Care shall be taken during placement and compaction of the crushed aggregate permeable base material in order to insure that the separation barrier is not torn punctured. 4. The crushed stone must be laid without damaging the soil subgrade (and the in -field drainage system as applicable).The specified stone or aggregate supplied must conform to the recommended specifications. The finished crushed stone or aggregate base supplied must be stable, unyielding, and permeable. 5. The crushed stone shall be carefully and evenly spread over the subgrade and up both sides of the subdrain trenches to the depth shown on the plans. 6. Crushed stone shall be smoothed and compacted uniformly to design grades by alternating raking,water settling, and rolling operations. Contractor shall be advised not to overwork the stone material, thus modifying its gradation characteristics. Minimal rolling is advisable to achieve design grades and compaction. Only static (absolutely no vibratory rolling of the permeable stone is allowed) rolling is allowed on the permeable stone base. D. The finished elevations of the crushed aggregate permeable base shall meet all requirements as outlined in sections 1.3 and 1.4 above. CITY OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 88 3.7 FIELD BOXES A. Install field boxes as required for all field appurtenances such as irrigation, quick coupler valves, electric outlets, etc. as specified elsewhere and as detailed. B. Backfill around field boxes with crushed aggregate permeable base material in lifts not to exceed 6 inches in loose depth and compact backfill in accordance with the project geotechnical report. 1. Required compaction percentages around field boxes shall match requirements as outlines in section 1.3 above. 3.8 FIELD QUALITY CONTROL A. Proceed with subsequent work only once test results for previously completed work complies with requirements of section 1.3 and 1.4 above. B. When testing agency reports that subgrades, fills, or backfills have not achieved degree of compaction specified, scarify and moisten or aerate, or remove and replace materials to depth required; re -compact and retest until specified compaction is obtained. C. Areas that exhibit segregation of the crushed aggregate permeable base material shall be removed and replaced with properly moisture conditioned crushed aggregate permeable base material, compacted, and graded to the tolerances noted in this specification. 3.9 PROTECTION A. Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion. Keep area free of trash and debris. B. Repair and reestablish grades to specified tolerances where completed or partially completed surfaces become eroded, rutted, settled, contaminated, or where they lose compaction due to subsequent construction operations or weather conditions. 3.10 DISPOSAL OF SURPLUS AND WASTE MATERIALS A. Disposal: Remove surplus and waste material, including unsatisfactory soil, trash, and debris, and legally dispose of it off Owner's property. END OF SECTION CITY OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 89 SECTION 32 12 93.10 ARTIFICIAL GRASS FIELDTURF FTRV360-1: REVOLUTION 360 PART 1 - GENERAL 1.1 SUMMARY A. Furnish all labor, materials, tools and equipment necessary to install monofilament artificial grass FieldTurf as indicated on the plans and as specified herein; including components and accessories required for a complete installation including but not limited to: 1. Acceptance of prepared sub -base. 2. Coordination with related trades to ensure a complete, integrated, and timely installation: Aggregate base course, sub -base material (tested for permeability), grading and compacting, piping and drain components (when required); as provided under its respective trade section. 1.2 RELATED SECTIONS A. Section 00 0000 - Site Preparation B. Section 31 23 00 — Excavation and Fill C. Section 31 23 16 — Excavation D. Section Series 31 23 23 - Fill E. Section 31 23 23.13 - Backfill F. Section Series 32 13 23 - Aggregate Base Courses G. Section 12 93 00 - Site Furnishings 1.3 REFERENCE STANDARDS A. FM Factory Mutual 1. P7825 - Approval Guide; Factory Mutual Research Corporation; current edition B. ASTM — American Society for Testing and Materials. 1. D1577 -Standard Test Method for Linear Density of Textile Fiber 2. D5848 - Standard Test Method for Mass Per Unit Area of Pile Yarn Floor Covering 3. D1338 - Standard Test Method for Tuft Bind of Pile Yarn Floor Covering CITY OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 89 4. D1682 - Standard Method of Test for Breaking Load and Elongation of Textile Fabrics 5. D5034 - Standard Test Method of Breaking Strength and Elongation of Textile Fabrics (Grab Test) 6. F1015 - Standard Test Method for Relative Abrasiveness of Synthetic Turf Playing Surfaces 7. D4491 - Standard Test Methods for Water Permeability of Geotextiles by Permittivity 8. D2859 - Standard Test Method for Ignition Characteristics of Finished Textile Floor Covering Materials 9. F355 - Standard Test Method for Shock -Absorbing Properties of Playing Surfaces. 10.F1936 - Standard Test Method for Shock -Absorbing Properties of North American Football Field Playing Systems as Measured in the Field 1.4 SUBMITTALS A. Substitutions: Other products are acceptable if in compliance with all requirements of these specifications. Submit alternate products to Architect for approval prior to bidding in accordance Section 01 25 13, Product Substitution Procedures. 1. Provide substantiation that proposed system does not violate any other manufacturer's patents, patents allowed or patents pending. 2. Provide a sample copy of insured, non -prorated warranty and insurance policy information. B. Comply with Section 01 33 00, Submittals Procedures. Submit for approval prior to fabrication. C. Shop Contract Drawings: 1. Indicate field layout; field marking plan and details for the specified sports; roll/seaming layout; methods of attachment, field openings and perimeter conditions. 2. Show installation methods and construction indicating field verified conditions, clearances, measurements, terminations, drainage. 3. Provide joint submission with related trades when requested by Architect. D. Product Data: 1. Submit manufacturer's catalog cuts, material safety data sheets (MSDS), brochures, specifications; preparation and installation instructions and recommendations; storage, handling requirements and recommendations. CITY OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 90 2. Submit fiber manufacturer's name, type of fiber and composition of fiber. 3. Submit data in sufficient detail to indicate compliance with the contract documents. 4. Submit manufacturer's instructions for installation. 5. Submit manufacturer's instructions for maintenance for the proper care and preventative maintenance of the synthetic turf system, including painting and markings. E. Samples: Submit a synthetic turf sample, 12 x 12 inches, representing the turf carpet portion of the product proposed for this project. F. Product Certification: 1. Submit manufacturer's certification that products and materials comply with requirements of the specifications. 2. Submit test results indicating compliance with Reference Standards. G. Project Record Documents: Record actual locations of seams, drains and other pertinent information in accordance with Specifications, General Requirements. H. List of existing installations: Submit list including respective Owner's representative and telephone number. I. Warranties: Submit warranty and ensure that forms have been completed in Owner's name and registered with approved manufacturer. J. Testing data to the Owner to substantiate that the finished field meets the required shock attenuation, as per ASTM F1936. K. Submit Bills of Lading/Material Delivery Receipts for synthetic turf infill materials. Bills of lading shall bear the name of the project/delivery address, quantity of materials delivered, source/location of origin of infill materials and/or manufacturer, and date of delivery. L. Testing Certification: Submit certified copies of independent (third -party) laboratory reports on ASTM testing: 1. Pile Height, Face Weight & Total Fabric Weight, ASTM D5848. 2. Primary & Secondary Backing Weights, ASTM D5848. 3. Tuft Bind, ASTM D1335. 4. Grab Tear Strength, ASTM D1682 or D5034. 5. Water Permeability, ASTM D4491 1.5 QUALITY ASSURANCE CITY OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 91 A. Comply with Section 01 43 00, Quality Assurance. B. Manufacturer Qualifications: Company specializing in manufacturing products specified in this section. The turf contractor and/or the turf manufacturer: 1. Shall be experienced in the manufacture and installation of infilled monofilament synthetic grass system for a minimum of three years. This includes a monofilament fiber, backing, the backing coating, and the installation method. 2. Shall have 500 monofilament fields in play for at least two years. Fields shall be 65,000 ft2 or more 3. Shall have a minimum of 500 fields that are at least 8 years old, which is equal to the respective warranty period 4. The manufacturer must have ISO 9001, ISO 14001 and OHSAS 18001 certifications demonstrating its manufacturing efficiency with regards to quality, environment and safety management systems. 5. The manufacturer must provide proof that its turf systems have been subject to long-term independent, epidemiological and peer reviewed studies proving its ability to provide for a safe surface. 6. The manufacturer must be a FIFA Preferred Producer and a FIFA Licensee 7. The manufacturer must be licensed by all of the following major international governing bodies: FIFA, World Rugby, International Hockey Federation (FIH) 8. Shall have a minimum of 500 installations in the State of California. 9. Shall have a minimum of 1 FIFA Quality Pro recommended field in North America. 10. Shall have a minimum of 5 NFL game and/or practice fields in play for the previous year 11. Shall have minimum 25 NCAA Division 1 game and/or practice fields installed for (football or soccer). 12. Shall have a minimum of 1000 installations in North America, each of 65,000 ft2 or more. 13. The fiber and turf carpet being proposed must have a documented Fiber Performance Index (FPI) score of at least 80. Official testing to be completed by Labosport. 14.Artificial turf fiber proposed for the field(s) must have successfully undergone a Lisport wear test as part of Penn State University's fiber wear testing program. This fiber must be exactly the same fiber that is being proposed for the field(s). Official Penn State test reports must be provided. CITY OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 92 C. Installer: Company shall specialize in performing the work of this section. The Contractor shall provide competent workmen skilled in this specific type of synthetic grass installation. 1. The designated Supervisory Personnel on the project shall be certified, in writing by the turf manufacturer, as competent in the installation of specified monofilament material, including sewing seams and proper installation of the infill mixture. 2. Installer shall be certified by the manufacturer and licensed. 3. The installer supervisor shall have a minimum of 5 years experience as either a construction manager or a supervisor of synthetic turf installations D. Pre -Installation Conference: Conduct conference at project site at time to be determined by Architect. Review methods and procedures related to installation including, but not limited to, the following: 1. Inspect and discuss existing conditions and preparatory work performed under other contracts. 2. In addition to the Contractor and the installer, arrange for the attendance of installers affected by the Work, The Owner's representative, and the Architect. E. The Contractor shall verify special conditions required for the installation of the system. F. The Contractor shall notify the Architect of any discrepancies. 1.6 DELIVERY, STORAGE, AND HANDLING A. Comply with Section 01 60 00, Product Requirements. B. Prevent contact with materials that may cause dysfunction. C. Deliver and store components with labels intact and legible. D. Store materials/components in a safe place, under cover, and elevated above grade. E. Protect from damage during delivery, storage, handling and installation. Protect from damage by other trades. F. Inspect all delivered materials and products to ensure they are undamaged and in good condition. G. Comply with manufacturer's recommendations. 1.7 SEQUENCING AND SCHEDULING A. Coordinate the Work with installation of work of related trades as the Work proceeds. B. Sequence the Work in order to prevent deterioration of installed system. CITY OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 93 1.8 WARRANTY AND GUARANTEE A. See Section 01780 - Closeout Submittals, For Additional Warranty Requirements. B. The Contractor shall provide a warranty to the Owner that covers defects in materials and workmanship of the turf for a period of eight (8) years from the date of substantial completion. The turf manufacturer must verify that their representative has inspected the installation and that the work conforms to the manufacturer's requirements. The manufacturer's warranty shall include general wear and damage caused from UV degradation. The warranty shall specifically exclude vandalism, and acts of God beyond the control of the Owner or the manufacturer. The warranty shall be fully third party insured; pre paid for the entire 8 year term and be non - prorated. The Contractor shall provide a warranty to the Owner that covers defects in the installation workmanship, and further warrant that the installation was done in accordance with both the manufacturer's recommendations and any written directives of the manufacturer's representative. Prior to final payment for the synthetic turf, the Contractor shall submit to Owner notification in writing that the field is officially added to the annual policy coverage, guaranteeing the warranty to the Owner. The insurance policy must be underwritten by an "AM Best" A rated carrier and must reflect the following values: • Pre -Paid 8 -year insured warranty from a single source. • Maximum per claim coverage amount of $33,000,000. • Minimum of thirty-three million dollars ($33,000,000) annual. • Must cover full 100% replacement value of total square footage installed, minimum of $7.00 per sq ft. (in case of complete product failure, which will include removal and disposal of the existing surface) • Provide a sample copy of insured, non -prorated warranty and insurance policy information. • Policy cannot include any form of deductible to be paid by the Owner. C. The artificial grass system must maintain a G -max of less than 200 for the life of the Warranty as per ASTM F1936. 1.9 MAINTENANCE SERVICE A. Contractor shall train the Owner's facility maintenance staff in the use of the turf manufacturer's recommended maintenance equipment. B. Manufacturer must provide maintenance guidelines and a maintenance video to the facility maintenance staff. PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURER OR ENGINEER APPROVED EQUAL A. Approved manufacturers are as follows: CITY OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 94 1. FieldTurf USA Inc. 175 N. Industrial Blvd Calhoun, GA 30701 P: 760-310-2139 Model: FieldTurf Revolution 360-2.5" 2.2 MATERIALS AND PRODUCTS A. Artificial grass FieldTurf system materials shall consist of the following: 1. Carpet made of "spined and/or ridged" monofilament polyethylene fibers tufted into a fibrous, non -perforated, porous backing. 2. Infill: Controlled mixture of graded sand and cryogenic rubber crumb that partially covers the carpet. 3. Glue, thread, paint, seaming fabric and other materials used to install and mark the artificial grass monofilament FieldTurf. B. The installed artificial grass monofilament FieldTurf shall have the following properties: Standard Property ASTM D1577 Fiber Denier ASTM D1577 Fiber Thickness ASTM D5823 Pile Height ASTM D5793 Stitch Gauge ASTM D5848 Pile Weight ASTM D5848 Primary Backing ASTM D5848 Secondary Backing ASTM D5848 Total Weight ASTM D1335 Tuft Bind (Without Infill) ASTM D5034 Grab Tear (Width) ASTM D5034 Grab Tear (Length) ASTM D4491 Carpet Permeability ASTM F1936 Impact Attenuation (Gmax) Infill Material Depth Sand Infill Component SBR Rubber Infill Component Total Product Weight CITY OF NEWPORT BEACH GRANT HOWALD PARK Specification 14,500 360 Microns 2 1/2" 3/4" 42oz/square yard 7+oz/square yard 14+oz/square yard 63+oz/square yard 8+ lbs 200 lbs/force 200 lbs/force >40 inches/hour <200 1.75 inches 6.2lbs/square foot 3.Olbs/square foot 1388oz/square yard Technical Specifications CSI Page 95 Variation of +/- 5% on above listed properties is within normal manufacturing tolerances C. Carpet shall consist of spined and/or ridged monofilament fibers tufted into a primary backing with a secondary backing. D. Carpet Rolls shall be 15' wide rolls. 1. Rolls shall be long enough to go from field sideline to sideline. 2. Where the playing field is for football, the perimeter white line shall be tufted into the individual sideline rolls. E. Backing: 1. Primary backing shall be a multi -layered fabric 2. Secondary backing shall consist of an application of porous, heat -activated urethane to permanently lock the fiber tufts in place. 3. Perforated (with punched holes), backed carpet are unacceptable. F. Fiber shall be 14,500 denier, low friction, and UV -resistant fiber measuring not less than 2 '/2 inches high. 1. Systems with less than a 2 '/2 inch fibers are unacceptable. G. Infill materials shall be approved by the manufacturer. 1. Infill shall consist of a resilient layered granular system, comprising selected and graded sand and cryogenically hammer -milled SBR rubber crumb. 2. Artificial Grass products without cryogenically processed rubber or a finish application of straight rubber cryogenically processed will not be acceptable. H. The sand infill will comply within the following characteristics: • Average Particle size between 20 and 30 mesh [calculated based on summing the midpoint of sieve pan fractions times the % retained on given screen fractions] • Average Particle shape > 0.4 on the Krumbein scale • Particle structure predominantly single grain • Produce < 0.4%, -50M in API crush test at 80psig I. Non -tufted or inlaid lines and markings shall be painted with paint approved by the synthetic turf manufacturer. J. Thread for sewing seams of turf shall be as recommended by the synthetic turf manufacturer. CITY OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 96 K. Glue and seaming fabric for inlaying lines and markings shall be as recommended by the synthetic turf manufacturer. 2.3 QUALITY CONTROL IN MANUFACTURING A. The manufacturer shall operate its own manufacturing plant. Manufacturing the fiber, tufting of the field fibers into the backing materials and coating of the turf system must be done in-house by the turf manufacturer. Outsourcing of any of these major processes is unacceptable. B. The manufacturer shall have full-time certified in-house inspectors at their manufacturing plant that are experts with industry standards. C. Primary backing shall be inspected by the manufacturer's full-time certified in-house inspectors before tufting begins. D. The manufacturer's full-time in-house certified inspectors shall verify "pick count", yarn density in relation to the backing, to ensure the accurate amount of face yarn per square inch. E. The manufacturer's full-time, in-house, certified inspectors shall perform turf inspections at all levels of production including during the tufting process and at the final stages before the turf is loaded onto the truck for delivery. F. The manufacturer shall have its own, in-house laboratory where samples of turf are retained and analyzed, based on standard industry tests, performed by full-time, in- house, certified inspectors. G. The manufacturer must have ISO 9001, ISO 14001 and OHSAS 18001 certifications demonstrating its manufacturing efficiency with regards to quality, environment and safety management systems. QUALITY CONTROL IN FIBER MANUFACTURING Synthetic turf fiber must perform in a uniform manner or manufacturer quality control issues in the extrusion processes will be suspected. Linear Low Density Polyethylene Polymer ("LLDPE") and batch additives obtained from a reputable manufacturer are required to manufacture superior quality monofilament yarn. The master batch formula must include a UV stabilizer package added to its polymer base. The LLDPE used to make the artificial grass fiber needs to be a "C6" LLDPE which contains 6 carbon atoms and 13 hydrogen atoms; A C6 -based LLDPE produces strong and resilient artificial grass fibers over prolonged periods and thus should provide the basis for long term performance of the system. Adequate UV protection is essential to the long-term durability of any artificial grass fiber. Typically, stabilizer packages for polyethylene fibers have three components that protect the fibers from degradation: (1) primary antioxidants; (2) secondary antioxidants; and (3) UV stabilizers (i.e., hindered amine light stabilizers ("HALS")). HAILS are a particularly important aspect of the stabilizer package. A typical HAILS concentration is 10,000 ppm. More developed HALS molecules are methyl stabilized to prevent from degradation. CITY OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 97 Streaking refers to color variation in a field due to different degrees of fiber relaxation. Fiber in one row stands up, while fiber in an adjacent row lies flat. The inconsistent relaxation causes differences in the reflection of light off of the fiber, and results in the field having a streaked or striped appearance. Adequate UV protection minimizes the appearance of streaking and other visual flaws during the warranty period. 2.4 FIELD GROOMER & SWEEPER (Excluded at Owner's Request) PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that all sub -base leveling is complete prior to installation. B. Installer shall examine the surface to receive the synthetic turf and accept the sub- base planarity in writing prior to the beginning of installation. 1. Acceptance is dependent upon the Owner's test results indicating compaction and planarity are in compliance with manufacturer's specifications. 2. The surface shall be accepted by Installer as "clean" as installation commences and shall be maintained in that condition throughout the process. C. Compaction of the aggregate base shall be 95%, in accordance with ASTM D1557 (Modified Proctor procedure); and the surface tolerance shall not exceed 0-1/4 inch over 10 feet and 0-'/2" from design grade. D. Correct conditions detrimental to timely and proper completion of Work. E. Do not proceed until unsatisfactory conditions are corrected. F. Beginning of installation means acceptance of existing conditions. 3.2 PREPARATION A. Prior to the beginning of installation, inspect the sub -base for tolerance to grade. B. Sub -base acceptance shall be subject to receipt of test results (by others) for compaction and planarity that sub -base is in compliance with manufacturer's specifications and recommendations. C. Dimensions of the field and locations for markings shall be measured by a registered surveyor to verify conformity to the specifications and applicable standards. A record of the finished field as -built measurements shall be made. D. When requested by Architect, installed sub -base shall be tested for porosity prior to the installation of the monofilament turf. A sub base that drains poorly is an unacceptable substrate 3.3 INSTALLATION - GENERAL A. The installation shall be performed in full compliance with approved Shop Contract Drawings. CITY OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 98 B. Only trained technicians, skilled in the installation of athletic caliber synthetic turf systems working under the direct supervision of the approved installer supervisors, shall undertake any cutting, sewing, gluing, shearing, topdressing or brushing operations. C. The designated Supervisory personnel on the project must be certified, in writing by the turf manufacturer, as competent in the installation of this material, including sewing seams and proper installation of the Infill mixture. D. Designs, markings, layouts, and materials shall conform to all currently applicable National Collegiate Athletic Association rules, NFHS rules, and/or other rules or standards that may apply to this type of synthetic grass installation. Designs, markings and layouts shall first be approved by the Architect or Owner in the form of final shop Contract Drawings. All markings will be in full compliance with final shop Contract Drawings. 3.4 INSTALLATION A. Install at location(s) indicated, to comply with final shop Contract Drawings, manufacturers'/installer's instructions. B. The Contractor shall strictly adhere to specified procedures. Any variance from these requirements shall be provided in writing, by the manufacturer's on-site representative, and submitted to the Architect and/or Owner, verifying that the changes do not in any way affect the Warranty. Infill materials shall be approved by the manufacturer and installed in accordance with the manufacturer's standard procedures. C. Carpet rolls shall be installed directly over the properly prepared aggregate base. Extreme care shall be taken to avoid disturbing the aggregate base, both in regard to compaction and planarity. 1. Repair and properly compact any disturbed areas of the aggregate base as recommended by manufacturer D. Full width rolls shall be laid out across the field. 1. Turf shall be of sufficient length to permit full cross -field installation from sideline to sideline. 2. No cross seams will be allowed in the main playing area between the sidelines. 3. Each roll shall be attached to the next roll utilizing standard state -of -the- art sewing procedures. 4. When all of the rolls of the playing surface have been installed, the sideline areas shall be installed at right angles to the playing surface. E. Artificial turf panel seams shall be sewn along the selvedge edging flap of the turf roll. Seams secured by other means including gluing are unacceptable. Installation shall be 99% sewn. CITY OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 99 1. Minimum gluing will only be permitted to repair problem areas, corner completions, and to cut in any logos or inlaid lines as required by the specifications. 2. Seams shall be flat, tight, and permanent with no separation or fraying. 3. In the case of all lines and logos, turf carpet/field fibers must be sheared to the backing (do not cut the backing) and adhered using hot melt adhesives. F. Infill Materials: 1. Infill materials shall be applied in numerous thin lifts. The turf shall be brushed as the mixture is applied. The infill material shall be installed to a depth determined by the manufacturer. 2. Three -layered infill shall be installed in a systematic order. 3. Infill materials shall be installed to fill the voids between the fibers and allow the fibers to remain vertical and non -directional. The Infill installation consists of a base layer of sand followed by a homogenous mixture of the sand and the cryogenically processed rubber. A final application of specifically sized cryogenically processed rubber completes the system. The Infill shall be installed to the depth of 1 3/4". G. Non -tufted or inlaid lines and markings shall be painted in accordance with turf and paint manufacturers' recommendations. Number of applications will be dependent upon installation and field conditions. H. Synthetic turf shall be attached to the perimeter edge detail in accordance with the manufacturer's standard procedures. Upon completion of installation, the finished field shall be inspected by the installation crew and an installation supervisor. 3.6 ADJUSTMENT AND CLEANING A. Do not permit traffic over unprotected surface. B. Contractor shall provide the labor, supplies, and equipment as necessary for final cleaning of surfaces and installed items. C. All usable remnants of new material shall become the property of the Owner. D. The Contractor shall keep the area clean throughout the project and clear of debris. E. Surfaces, recesses, enclosures, and related spaces shall be cleaned as necessary to leave the work area in a clean, immaculate condition ready for immediate occupancy and use by the Owner. CITY OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 100 3.7 PROTECTION A. Protect installation throughout construction process until date of final completion. END OF SECTION CITY OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 101 SECTION 32 93 44 PALM TREE PLANTING PART 1 - GENERAL 1.1 General Conditions: The requirements of the "General Conditions of this Contract" and of Division 1, "General Requirements," shall apply to all work of this Section with the same force and effect as though repeated in full herein. 1.2 Scope of Work: All labor, materials, equipment, and services necessary for and incidental to performing all operations of the work for this section, complete as shown on the Contract Drawings or specified herein. Work includes, but is not necessarily limited to, the following: A. Palm Tree Planting B. Clean Up 1.3 Quality Assurance A. Obtain source of palms for inspection and approval by "Certified Arborist." Contractor to submit qualifications of proposed Certified Arborist to Owner for review and approval. Contractor shall submit hourly rates of Certified Arborist, with all hours of his involvement as specified herein to be paid by Contractor. Certified Arborist shall be involved in all stages of palm tree acquisition, removal, transport, storage, planting, and maintenance. If any discrepancies occur between the Certified Arborist and the plans and specifications, it shall be brought to the immediate attention of the Owner Inspector and resolved in an acceptable manner prior to the commencement of further work. Recommended "Certified Arborist"/"Palm Specialist": Mr. Jim Borer, Certified Arborist #496, Tel: 909-997-7020, or approved equal. B. Submit documentation and permits (if required) that the source of palm trees is approved. Obtain palms from an approved source. 1.4 Product Delivery, and Storage: A. Delivery Protect plant material during delivery to prevent damage to root ball and fronds. 2. The Contractor shall notify the Owner Inspector seven days prior to delivery of all plant materials and shall submit an itemized list of the plants in each delivery. B. Storage OWNER OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 102 1. Store plant material in shade and protect from weather. 2. Maintain and protect plant material not to be planted within four hours. 1.5 Job Conditions: Perform actual planting only when weather and soil conditions are suitable according to locally accepted practices. 1.6 Scheduling Work: A. Notify the Engineer a minimum of seven (7) days in advance of balling and burlapping and transporting. B. Palm trees shall be planted at their new locations the same day they are move. PART 2 - PRODUCTS 2.1 General: A. Palms shall be inspected by the "Certified Arborist". Inspection shall include but not be limited to overall health and vigor, frond tying, etc. Any palms rendered unsuitable for planting because of this inspection shall not be used. Re- inspection of suitable palms will be at the Contractor's expense. B. All palms must be tagged, inspected, and approved by the "Certified Arborist" for planting prior to shipment and installation. All palms shall be matching in form. All palm trunks shall be straight and true. PART 3 - EXECUTION 3.1 Defronding and Tying: A. In preparing palm trees for relocation, all dead fronds shall be removed and the entire trunk skinned clean to the height of green fronds. Care shall be taken to prevent injury to the trunk of the tree. Green fronds below horizontal position shall be neatly cut off leaving a 4 inch stub. B. All remaining fronds above horizontal shall be lifted up and tied together around the crown in an upright position. Due caution shall be taken not to bind or injure the crown. A lightweight rope or cord not less than 1/4 inch in diameter shall be used in tying up the fronds; wire will not be permitted. After tying, the tips of the fronds shall be hedged off above the crown approximately 1/3 to 1/2 of the frond length. Defronding and tying work shall be completed prior to digging the rootball. Submit documentation that palms have been reviewed by a licensed horticulturist and that they are disease free. 3.2 Digging the Rootball: OWNER OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 103 A. When digging out the rootball, no excavation shall be done closer than 24 inches to the trunk at ground level and the excavation shall extend below the major root system to a minimum depth of 4 feet. The bottom of the rootball shall be cut off square and perpendicular to the trunk below the major root system. Under no condition shall the Contractor cut down the size of the rootball in width or depth. B. The Contractor shall not freefall, drag, roll, or abuse the tree or put a strain on the crown at any time. A protective device shall be used around the trunk of the tree while lifting and relocating so as not to scar or skin the trunk in any way. This device shall consist of either a rubber or leather sling made out of timbers sufficiently sized to withstand cable/choker pressure. At no time will trees be balled out and laid on the ground with rootball left exposed to direct sunlight and air. The rootball shall be kept moist and shaded at all times. C Palms shall not be stockpiled for replanting. 3.3 Planting of Palms: A. Excavation for planting shall include the stripping and staking of all acceptable topsoil encountered within the areas to be excavated for the tree holes. B. Excess soil generated from the planting holes and not used as backfill or in establishing the final grades shall be removed from the site. C. Protect all areas from excessive compaction when trucking plants or other material to the planting site. D. Center palm in pit or trench; align with adjacent palm plantings as indicated on plans. All palms shall be matched specimens (height, size, trunk diameter, character, etc. and shall be installed at matched planted heights). E. Set palm plumb and hold rigidly in position until soil has been tamped firmly around ball or roots. F. All excavated holes shall have vertical sides with roughened surfaces and shall be of a size that is twice the diameter and 24 inch minimum. Palm shall be planted at the same depth as was originally grown. The top of the root initiation zone shall be even with the soil surface. Provide bracing as required per the recommendations of the certified arborist. G. Palm back fill mix shall be as recommended by the certified arborist and agronomic soil report. The following mix may be used for bidding purposes only. Palms shall be backfilled with 100% washed concrete sand. Contractor shall submit sand sample with sieve analysis for review and approval prior to planting. H. Palm root growth stimulant shall be as recommended by the certified arborist and agronomic soil report. The following root growth stimulant may be used for bidding purposes only. Root -growth stimulant shall be applied when the backfilling is between 1/2 to 2/3 height up the rootball. Application rate shall be OWNER OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 104 per manufacturer's specifications. Contractor shall submit root growth stimulant product information for Owner review and approval prior to application. Palm planting shall be in accordance with planting detail on construction documents. J. Palm locations shall be identified from survey of digitized information provided by Architect, upon request of the contractor. Planting shall be done prior to pedestrian hardscape installation. Contractor shall coordinate as necessary with civil engineering plans to set palms at appropriate vertical height. Location of indicated palm trunk centers as indicated on planting plans and details shall be accurately surveyed and staked on-site prior to planting. Actual palm trunk locations, when planted, shall be as surveyed to allow for installation of adjacent pedestrian hardscape as indicated on plans and details. 3.4 Palm Tree Balling and Burlapping and Transporting/Transplanting A. General 1. The Work done hereunder consists of balling and burlapping, trees and transporting/transporting said trees as described on the Plans. 2. The Certified Arborist shall be involved in all stages of the balling and burlapping and transporting. 3. Erect barricades or signs as necessary to prohibit work, heavy vehicles, storage of materials, trenching, or any other activity detrimental to trees from occurring under tree driplines. Notify Engineer of any intention to work within tree driplines and gain approval prior to Work. 4. Obtain the services of a certified arborist (certified by the International Society of Arboriculture) for the duration of the balling and burlapping and transporting of the trees. Prior to transplanting preparation, all palms are to be inspected by the Certified Arborist to evaluate the palms health and vigor, and shall provide written certification of findings and recommendations. B. Submittals 1. Prior to beginning Work, photograph entire profile of all trees from at least two sides. 2. Submit one set of 4 inch x 6 inch color prints to Owner. C. Quality Assurance 1. Contractor shall have or shall hire a subcontractor who has a California State Contractor's C-27 License and a minimum of three years' prior experience in balling and burlapping and transporting similar sizes and types of trees. A certified arborist provided by the Contractor shall be present on the site to supervise all tree balling and burlapping, and OWNER OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 105 transplanting. 2. Examine condition of trees to be balled and burlapped. Immediately notify the Engineer of any unsatisfactory conditions detrimental to successful relocation. Beginning balling and burlapping and transporting of tree means acceptance of conditions by Contractor. 3. Comply with all Federal, State, and local codes, ordinances, safety orders, and regulations of all authorities having jurisdiction over this Work. D. Materials 1. Horticultural Materials: a. Fungicide: "Subdue, Maxx + Cleary's 3336 (2 ounces of Subdue and '/2 Ib. of Cleary's per 100 gallons of water)" or approved equal. When the palm trees are planted, 7-10 gallons of fungicide `subdue Maxx + Cleary's 3336', shall be applied to the roots of each palm tree in accordance with the printed instructions of the fungicide manufacturer. A copy of said printed instructions shall be furnished to the Engineer before applying any fungicide. Fungicide to be used shall be submitted to the Engineer for approval not less than 2 week days prior to its intended use. Fungicide not approved by the Engineer shall not be used. b. Fertilizer and Amendments: As specified by certified arborist. E. Guarantee Should any tree fail during the balling and burlapping and transporting, supply the Engineer with replacement plant material of similar or approved equal quality and size. Engineer is sole judge of need for replacement. 3.5 Cleanup: Following planting work, all remaining excavation shall be backfilled and compacted in accordance with the requirements of the Owner Inspector. Burying of debris in holes will not be permitted. All excess soil and debris from the relocation work shall be disposed off the site by the Contractor. This site shall be left neat and clean to the satisfaction of the Owner. 3.6 Maintenance: A. Be responsible for maintenance and guarantee of all installed new palms to the satisfaction of the Owner. 1. Maintenance will include spraying to control or prevent disease and weekly water management to include soil probing and observation of soil moisture sensing devices and palm tree pruning. OWNER OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 106 2. Pruning shall be accomplished with extension ladders or boom trunk. Climbing spikes shall not be used. 3. Pruning shall be done with reciprocal saws (chain saws will not be allowed). 4. Saw blades will be sterilized between each tree with 50 percent household bleach and 50 percent water for five minutes. 5. Pruning will be done to maintain a neat appearance as approved by the Owner. 6. Proposed pruning schedule is to be submitted to the Owner for approval. B. The spring after pruning, loosen but do not fully remove rope around fronds. Fully remove rope at end of summer, one year after planting or leave rope to naturally disintegrate. Obtain and submit to Owner written documentation from " Certified Arborist " as to which approach to take. 3.7 Inspection: 1. Inspection by Certified Arborist, certified by the International Society of Arboriculture. All palms are to be inspected for disease prior to their preparation for removal from the nursery. Contractor shall contact, schedule, and pay for inspection. The inspection will take place from ground level with field glasses. If disease is suspected, provide manlift for closer inspection of palm crown. Provide the manlift or other equipment as required, at no additional cost to the Owner. 2. All palms will be observed by the Certified Arborist for height, girth, and overall form in meeting design intent. Said observation and approval does not constitute a review of the palm's health, vigor, and required health -free state, for which the Contractor is solely responsible. 3. Inspection and approval of new tree locations prior to digging pits. 4. Inspection of skinning and tying prior to moving of trees. 5. Inspection of palm planting operations in place. 6. Inspection for final acceptance and release from maintenance following completion of the maintenance period. B. Inspection/Observation schedule. Contact Owner and Certified Arborist a minimum of 48 hours (2 working days) in advance of scheduled inspections/observations. OWNER OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 107 Inspection Contact: Observation Certified Arborist 1. Inspection of palm trees X X at source. 2. Inspection of defronding, skinning, and tying prior to removing trees. X 3. Observation of palm tree locations prior to digging planting pits. X X 4. Observation of typical palm planting. X X 5. Pre -maintenance observation. X X 6. *Inspection of palms at 12 months past 90 day maintenance X 7. *Inspection of palms at 20 months past 90 day maintenance. X *NOTE: items 6 and 7 to be paid by Owner. 3.8 Guarantee Owner Enaineer A. Newly planted palm trees shall be guaranteed against any and all poor, inadequate, or inferior plant materials, and workmanship for two years following planting and acceptance by Owner. Transplanted palm trees shall be guaranteed for one year, under the same conditions above, following planting and acceptance by the Owner. B. During the guarantee period, any material found dead or not in a satisfactory growth condition shall be removed from the site. C. These trees and disturbed improvements shall be replaced at no added expense to the Owner, with the same variety and size as originally designated. Palms and all disturbed areas shall be guaranteed for one year from time of planting and replanting to the satisfaction of the Owner. END OF SECTION OWNER OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 108 SECTION 02880 PLAYGROUND EQUIPMENT GENERAL 1.1 SCOPE A. Furnish labor, material and equipment necessary for the furnishing and installation of the playground equipment, structure or modular unit as shown on the Contract Drawings and specified herein. B. Work shall include but not limited to the following: excavation, layout, and the furnishing and installing of playground equipment in accordance with the manufacturer's installation specifications, certification including all appurtenances and accessories as required for a full and complete installation. 1.2 RELATED WORK IN OTHER SECTIONS A. Site Drainage B. Excavation and Backfill for Structures C. Site Concrete D. Section 02790: Playground Surfacing 1.3 LICENSES Contractor shall have a California State Contractor's License C61 (D34). Limited Specialty, Prefabricated Equipment. 1.4 CONTRACTOR'S RESPONSIBILITIES The Contractor shall obtain the manufacturer's instructions and procedures for the installation, including a complete parts list. Installer shall be certified by the National Playground Safety Institute. Install per manufacturer's specifications. 1.5 FIELD TECHNICIAN ON-SITE VISIT The Contractor shall arrange with the playground equipment manufacturer to provide an on-site visit by a factory technician during the playground equipment installations. The factory technician shall make any necessary recommendations for proper and safe playground equipment installation. This service shall be considered as included in the lump sum bid for furnishing and installing new playground equipment, and no additional payment will be made therefore. 1.6 SUBMITTALS OWNER OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 109 A. Product Data: The Contractor shall submit within ten (10) calendar days after receipt of Notice to Proceed, five (5) complete sets of the material and equipment submittals, including: 1. Play Equipment Manufacturer and Manufacturer's Representative's name(s) and address(s); 2. Plan view Contract Drawings with model numbers; descriptive labels (including component names,) deck heights, and notations of compliance with CPSC, ASTM F1487-01 and ADA; 3. Detailed component list with model numbers and catalog descriptions; 4. Color Chart 5. Written material specifications for all components; 6. IPEMA certification certificate from the IPEMA Website; 7. Copy of Manufacturer Warranty in Certificate format; 8. Copy of Manufacturer's ISO 9001 Certification. B. Approval of the submittals shall be the Contractor's authorization to order the required material and equipment. There will be no deviation from the approved submittals without the written authorization of the Owner's representative. 1.7 PRODUCTS A. Products: The layout shown in the plan view is based upon equipment and measurements from "Landscape Structures". "Landscape Structures" play equipment is available from Coast Recreation. Tel: (714) 619-0100 Fax: (714) 619-0106. B Design and Fabrication: Playground equipment, structure and modular units submitted for consideration shall be equivalent in design, layout, deck size, post size, clamping/fastening system, deck/slide/climber height, ADA accessibility, appearance, color and construction detail of the playground equipment, structure or modular unit, specified in the Contract Drawings. Reasonable variations in size/height (no more than +/- 5%) and manufacturer's standard colors may be allowed at the Owner's discretion. Color schemes are to match as closely as possible to the original specified colors. Play value and safety features of components must be equal or superior to specified design as judged by the Owner. C. Modification: Any expense of modification, adjustment or revision required to ensure compliance of furnished equipment to specified equipment and playground design shall be the sole expense and responsibility of the Contractor. 1.8 PLAYGROUND SAFETY STANDARDS AND QUALITY ASSURANCE OWNER OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 110 A. All public playground equipment supplied shall meet all applicable provisions of the current "Handbook for Public Playground Safety" published by the Consumer Product Safety Commission (CPSC) latest Edition, and ASTM F1487-01 "Standard Consumer Safety Performance Specification for Playground Equipment for Public Use," published by the American Society for Testing and Materials (ASTM). All products shall bear the certification seal of the International Play Equipment Manufacturers Association (IPEMA). All designs shall meet or exceed the Americans with Disabilities Act (ADA) "Final Accessibility Guidelines for Play Areas" regulations latest edition. All manufacturers must be ISO 9001 certified. 1.9 REFERENCES AND STANDARDS A. ASTM: as defined in Section 02200. B. CPSC: Consumer Product Safety Commission C. IPEMA: International Playground Equipment Manufacturers Association E. ISO: International Organization for Standardization F. CPSI: Certified Playground Safety Inspector G. General Liability Insurance coverage H. The equipment manufacturer shall provide General Liability Insurance coverage in the following manner. 1. $1,000,000 in General Liability coverage 2. $1,000,000 per occurrence 3. $2,000,000 in the aggregate 4. 50,000,000 in Excess Coverage 1.10 WARRANTY/GUARANTY A. The equipment manufacturer shall warrant material and workmanship against defects, from the date of manufacturer's invoice, for the period of time as follows: 1. 100 -Year Limited Warranty for all stainless steel fasteners, aluminum posts, clamps, beams and caps, against structural failure due to corrosion/natural deterioration or manufacturing defects. This warranty does not include any cosmetic issues or wear and tear from normal use. 2. The warranty stated above is valid only if the structures and/or equipment are erected in conformance with Manufacturer's installation instructions OWNER OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 111 and maintained according to the maintenance procedures furnished by manufacturer for a full text of the warranty, contact your local sales representative. B. The Contractor shall guarantee installation workmanship for a period of one year from the date of Substantial Completion of the Project. The Contractor shall be responsible for coordinating manufacturer material warranty items with the manufacturer/distributor and for the installation of replacement material(s) at no additional cost to the Owner. C. Provide copy of contractor's installation warranty on company letterhead. D. A written guarantee from the playground equipment manufacturer of the availability of replacement parts or components for a period of 25 years from the date of acceptance of the work. E. Certificate of compliance that all playground equipment meets or exceeds the U.S. Consumer Product Safety Commission Standards and the Standard Consumer Performance Specification for Playground Equipment for Public Use. F. The contractor shall also supply to the Owner a letter from the playground manufacturer stating that all installed equipment has been installed in accordance with the manufacturer's specifications and complies with ADA and CPSC Guidelines and Standards. Playground manufacturer to provide insurance certificate naming the "Owner of Newport Beach", its agents and employees as additionally insured with respect to the manufacturing and installation of Grant Howald Park Rehabilitation play equipment." G. Certificates and warranties shall be submitted prior to release of final payment. PART 2- MATERIALS 2.1 EQUIPMENT See Contract Drawings for type, style, configuration, size and height of playground equipment, structure, modular units and components of the playground equipment to be provided and installed. 2.2 COLOR SCHEDULES See Contract Drawings for the color schedules of the various elements of the playground equipment to be provided. PART 3 - EXECUTION 3.1 INSTALLATION OF PLAY EQUIPMENT A. Instructions: Explicit installation instructions shall be provided by the manufacturer, which shall include detailed, scaled plan views; elevations, footing OWNER OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 112 Contract Drawings and details; as well as, sequential instructions to assure proper installation of the playground equipment, structure or modular unit. B. Playground equipment must be installed by a manufacturer certified installer and shall be installed in accordance with the manufacturer's installation specifications. Installation crew leader must be CPSI certified. A Manufacturer's Representative must inspect the final installation prior to acceptance. Manufacturer's representative must not employed by the installer and will provide a letter certifying proper installation. C. Close Out: Contractor shall provide the Owner with one copy of complete manufacturer's installation instructions and maintenance kit. Submit three sets of installation manuals with each order. It is the contractor's responsibility to secure the installation instructions from the installer. D. Clean up: The site shall be kept clean and free of tools, trash, debris and installation materials on a daily basis. Material may be stored on site during installation with appropriate protective measures and approval by the Owner. END OF SECTION OWNER OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 113 SECTION 02790 PLAYGROUND SURFACING PART 1 - GENERAL 1.1. DESCRIPTION All labor, materials and incidentals necessary to furnish and install complete playground equipment as shown on the Plans and described herein. 1.2. RELATED WORK IN OTHER SECTIONS A. Site Drainage B. Excavation and Backfill for Structures C. Site Concrete D. Playground Equipment (Greenbook 313 and CSI Section 02880) E. Playground Surfacing (CSI Section 32 18 16.13) 1.3. LICENSES Installing Contractor shall have a California State Contractor's License C61 (D12). Limited Specialty, Synthetic Materials. 1.4 SUBMITTAL OF "APPROVED EQUAL" In addition to "Item Equivalency" of the General Requirements, Bidders shall comply with the following requirements: A. Bidder shall submit a sample measuring 12 inches x 12 inches x 2 inches thick with tapered edge. B. Bidder shall submit the following test results: 1. ASTM F 1292 Impact Attenuation Test Data. 2. ASTM E 108 Flame Test Data. Product shall exhibit a minimum of Class A rating. 3. ASTM E 303 Skid Resistance Test Data. Above test results shall be certified and submitted on the letterhead of an independent testing laboratory. Test results shall meet or exceed U.S. Consumer Products Safety Commission Standards and the Standard Consumer Performance Specification for Playground Equipment for Public Use. CITY OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 114 4. Bidder shall submit verifiable documentation of a minimum of 10 poured - in -place protective surface projects completed in the State of California, dating back 5 years or less, where the proposed "or approved equal" resilient surfacing was used. Include the project name, project cost, completion date, contract person, and telephone numbers. 1.5 WARRANTIES AND CERTIFICATION Upon completion of the Work, and as a condition for acceptance by the Owner, the Contractor shall furnish the Engineer the following: A. Written warranty by the protective surface installer as described herein. B. Certificate of compliance that all protective playground surfacing has been installed in accordance with the manufacturer's specifications. C. Certificate of compliance that all protective playground surfacing meets or exceeds the U.S. Consumer Product Safety Commission Standards and the Standard Consumer Performance Specification for Playground Equipment for Public Use. D. The contractor shall submit to the Owner a written 10 -year warranty from the installer against all defects in material or workmanship. The warranty shall begin on the date of final acceptance of Work. PART 2 -PRODUCTS 2.1 POURED -IN-PLACE PROTECTIVE PLAYGROUND SURFACE A. Install poured -in-place playground surfacing `Tot Turf" by Robertson Recreational Surfaces, available from Playcore. Contact Vince Brantley (714) 904-8219. Email: vbrantley(D_playcore.com, or a Owner approved equal. Submit 12"x12" sample with binder of each color specified per plans. B. The Contractor shall provide all services and products to ensure a complete installation of resilient playground surfacing. C. The resilient surfacing shall conform to ASTM F 1292 91, ASTM F 35586 Class A flame spread, ASTM E108. D. Thickness of resilient surfacing must match fall heights of proposed play equipment per Consumer Product Safety Commission. Contractor shall confirm thickness requirements with playground equipment manufacturer prior to installation. E. Sub -base preparation concrete base and drainage including any necessary excavation will be the sole responsibility of the Contractor and shall be included in the square footage cost for resilient surfacing. CITY OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 115 F. Concrete curbing must be installed below grade to confine the resilient surfacing and will be installed per Plans and Specifications. G. 4" Concrete Sub Base over Compacted Subgrade shall be installed under all resilient surfacing as specified on plans. H. Compaction of sub -base material shall be at 90% minimum. I. Compacted sub -base shall be level and uniform. J. Compacted sub -grade shall be graded for drainage at a 1-2%. K. Resilient surfacing will be poured in place and its intended use will be for a shock absorbing surface under and around playground equipment. L. The resilient surfacing will be porous, seamless, and capable of installing at various thicknesses. M. Resilient surfacing is a two layer system consisting of a base mat cushion layer covered by a weather resistant wearing layer with aliphatic binder. N. Cushion Course per Specifications 32 18 16.13 for "Tot Turf'. The resilient surfacing shall be an installed thickness as specified below: Overall Thickness Critical Fall Height 4" minimum all instances (1/2" wearing course, 3-1/2" cushion course) 9' O. Wearing Course per Specifications 32 18 16.13 for "Tot Turf'. The wearing course shall be an installed nominal thickness of 1/2", minimum 3/8", maximum 5/8". All wearing courses colors shall be reviewed and approved by Owner prior to installation. Color shown on plans for bid purposes only. Contractor shall submit color chart and physical samples of all colors specified on plans for Owner review prior to installation. P. Wearing course shall be hand troweled to produce an even, uniform surface. All edges to be transitioned to a beveled or flush condition. Q. A two-year guarantee against defects in materials and workmanship must be provided in writing to the Owner prior to project completion. 2.2 PLAYGROUND SAND A. Tot lot sand shall be silica sand #20W as provided by Oglebay Norton Industrial Sands Inc. or approved equal, Contact: Mr. Brian Murrieta (949) 728-0195, ext. 216. Contractor shall submit '/2 cu. ft. sample, with sieve analysis for review and approval by Engineer prior to acquisition and delivery to site. CITY OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 116 PART 3 - EXECUTION 3.1 RESILIENT SURFACING A. Areas where resilient surfacing is to be installed shall be excavated, graded, and compacted as required to meet elevations shown on the Plans. B. Portland cement concrete improvements shall be constructed in accordance with the details shown on the Plans. C. Cushion Course — Install per manufacturer's specifications. D. Wearing Course — Install per manufacturer's specifications. E. Finish — The wearing course shall be hand troweled to produce an even, uniform surface. The finish course shall be sloped to drain as indicated on the Plans. END OF SECTION CITY OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 117 Robertson Recreational Surfaces • Pl,AYCORC , SECTION .,a SECTION 32 18 16.13 PLAYGROUND PROTECTIVE SURFACING PART 1- GENERAL 1.1 SCOPE 05/2019 A. Furnish labor, material, and equipment necessary to install the poured -in-place, resilient surfacing system as shown on the drawings and specified herein. a. Work shall include, but not be limited to the following: layout; excavation; backfill; furnishing and installing of base material; furnishing and installing of poured -in- place, resilient surfacing and all other incidental work to provide a complete resilient surfacing system. b. Poured in place playground surfacing shall consist of a polyurethane binder mixed with 100% recycled, shredded tire material which will make up the Cushion Layer. The Cushion Layer is capped with EPDM, TPV or Treated SBR rubber granules mixed with a polyurethane binder creating the Wear Course. Surfaces shall comply with ADA and CPSC guidelines as well as ASTM Standards. Manufacture is to be certified by IPEMA, a third -party testing organization for playground surfaces and equipment. 1.2 PERFORMANCE REQUIREMENTS A. Area Safety: Poured in place within playground use zones shall meet or exceed the performance requirements of the CPSC, ADA and Fall Height Test ASTM F1292-18. The surface must yield both a peak deceleration of no more than 200 G -max and a Head Injury Criteria (HIC) value of no more than 1,000 for a head -first fall from the highest accessible portion of play equipment being installed as shown on drawings. IPEMA certification is required. (ASTM F1292-18 section 4.3.3: The laboratory test used to determine critical fall height shall have been conducted on surfacing material samples identical in design, materials, components, and thickness and manufactured as the installed playground surface). B. Accessibility: NOTE: Children's outdoor play areas shall be in compliance with the Uniform Federal Accessibility Standards (UFAS) FED -STD -795 and the Architectural and Engineer Instructions (9AE1) Design Criteria. C. The requirements of the Americans with Disabilities Act. Accessibility Guidelines (ADAAG) 28 CFR Part 36 that provide equal or greater accessibility than the requirements of UFAS must also be met in children's outdoor play areas. Safety Surfacing for Playgrounds: Robertson Recreational Surfaces, A PLAYCORE Company All rights reserved. All information contained within is subject to change without notice Robertson 05/2019 Recreational Surfaces • Pl,AYCORC =. —, D. Poured in place surfaces intended to serve as accessible paths of travel for persons with disabilities shall be firm, stable and slip resistant, and shall meet the requirements of ASTM F 1951-14 and ASTM F1292-18. 1.3 APPLICABLE STANDARDS A. ASTM International B. ASTM C1028 - Standard test method for determining the static coefficient of friction of ceramic tile and other like surfaces by the horizontal dynamometer pull meter method. This standard replaces ASTM D2047. C. ASTM D12 — Standard test methods for vulcanized rubber and thermoplastic rubbers and thermoplastic elastomers -tension. D. ASTM D624 - Standard test method for tear strength of conventional vulcanized rubber and thermoplastic elastomers. E. ASTM D2859 — Standard test method for flammability of finished textile floor covering materials. F. ASTM E303 — Standard test method for measuring surfacing frictional properties using the British Pendulum tester. G. ASTM F1292-18 — Standard specification for impact attenuation of surface systems under and around playground equipment. H. ASTM F1951 — Standard specification for determination of accessibility of surface systems under and around playground equipment. 1.4 Poured in place surfaces shall be manufactured and installed by trained, experienced company employees or certified installers who have successfully completed the "Certified Installers Training Program" required by TotTurfO. 1.5 Submittals: The following shall be submitted: A. The Contractor shall submit, five (5) complete sets of the material submittals, including manufacturer's name and address, specific trade names, catalog and model numbers, illustrations and descriptive material, and samples of the proposed material for this project clearly marked as to proposed items for approval by the Owner's representative. 2 Safety Surfacing for Playgrounds: Robertson Recreational Surfaces, A PLAYCORE Company All rights reserved. All information contained within is subject to change without notice Robertson 05/2019 Recreational Surfaces • Pl,AYCORC -,- B. ,aB. Products submitted as equal must include hard copies of manufactures written specifications and warranty. C. Manufacturer's descriptive data and installation instructions. D. Manufacturer's details showing depths of Wear Course and sub -base materials, anchoring systems and edge details. E. Upon request, a listing of at least five installations where products similar to these proposed for use have been installed and have been in service for a minimum period of 3 years. The list shall include owner or purchaser, address of installation, date of installation, contact person, and phone number. F. A signed statement by an authorized official certifying that the surfacing system meets the requirements of ASTM F1292-18 for a head -first fall from the highest accessible portion of the specified playground equipment. G. A signed statement from the manufacturer of the poured in place surfacing attesting that all materials under this section shall be installed only by the Manufacturer's Trained Installers. H. A Certificate of Insurance shall be provided by manufacturer for poured in place surfacing for use as playground safety surfacing, covering general and product liability, of not less than $1,000,000 for each occurrence, $2,000,000 general aggregate, with an excess/umbrella liability of $25,000,000. The issuing underwrite shall be AA rated. I. IPEMA Certification mandatory 1.6 Delivery, Storage and Handling: Materials and equipment shall be delivered and stored in accordance with the manufacturer's recommendations. 1.7 Project Site Conditions: Poured in Place surfacing must be installed on a dry sub -surface, with no prospect of rain within the initial drying period, and within the recommend temperature range of the manufacturer. Installation in weather condition of extreme heat, cold (less than 55 degrees F), and/or high humidity may affect cure time, and the structural integrity of the final product. Immediate surrounding sites must be reasonably free of dust conditions or this could affect the final surface look. 1.8 Sequencing and Scheduling: Poured in Place surfacing shall be installed after all playground equipment, shade structures, signs and any other items that will be within the surfacing area. Coordinate with General Contractor. 3 Safety Surfacing for Playgrounds: Robertson Recreational Surfaces, A PLAYCORE Company All rights reserved. All information contained within is subject to change without notice Robertson 05/2019 Recreational Surfaces • Pl,AYCORC =.ma... 1.9 Surface installation coordinated by manufacturer representative. 1.10 Warranty: Poured in Place surface shall maintain required impact attenuation characteristics and be guaranteed against defects in workmanship AND material for a limited five (5) year period or as specified and agreed upon per alternate contract. Warranty will be specific to maintenance requirements and performance standards of completed product. Warranty is Void if not installed by Manufacturers Trained and Certified Poured in Place Surfacing Installers. PART 2 — PRODUCTS 2.1 Safety surfacing shall consist of both recycled and synthetic materials meeting the requirements of this specification. The type of safety surfacing shall be TotTurf°, manufactured and installed by TotTurf°, or it's Certified Installers. Telephone 800-858- 0519. 2.2 PRODUCT SCOPE A. Poured in Place Surface: The poured in place surface shall consist of 100 percent recycled granulated and or shredded tire material mixed with a polyurethane binder, then capped with either an EPDM, TPV an aliphatic binder or aromatic binder. B. It shall consist of a uniform material manufactured in such a way that the top portion meets the requirements specified herein for wear surface. C. The type of safety surfacing shall be a poured -in-place system and shall be indicated on the drawings. 2.3 CUSHION LAYER SECTION A. Impact Attenuating Cushion Layer: Cushion Layer consists of recycled styrene butadiene rubber (SBR) and or Chunk Premium Black Rubber Granules adhered with a 100 percent solids polyurethane binder to form a resilient porous material. B. Strands of SBR may vary from 0.5 mm — 2.0 mm in thickness by 3.0 mm — 20 mm in length. C. Chunk Premium Black Rubber Granules are 5/8" granules: This rubber is pre -consumer, post-industrial, reclaimed rubber, granulated through a 5/8" screen and contains less than 2% dust. D. SBR Crumb Rubber (5-9 Mesh) using sieve analysis ASTM D5644 with a fiber content of .1% or less mixed in. 4 Safety Surfacing for Playgrounds: Robertson Recreational Surfaces, A PLAYCORE Company All rights reserved. All information contained within is subject to change without notice Robertson 05/2019 Recreational Surfaces • Pl,AYCORC — —, E. Foam or standard rubber granules are not to be permitted in Cushion Layer. F. Binder shall be between 10-14 percent of the total weight of the material, and shall provide 100 percent coating of the particles. G. The Cushion Layer shall be compatible with the Wear Course and must meet requirements herein for impact attenuation. 2.4 WEAR COURSE A. Wear Course shall consist of Ethylene Propylene Diene Monomer (EPDM), Thermal Plastic Vulcanized (TPV) granules with polyurethane binder formulated to produce an even, uniform, seamless surface. Installation of surfacing shall be seamless (unless otherwise agreed upon by Owner) and completely bonded to concrete of asphalt subsurface. Material shall cover all foundations and fill around all elements penetrating the surface. B. EPDM shall be peroxide cured with an EPDM content of 26 percent and shall include a processing aid to prevent hardness with 26% poly content to maintain dynamic testing characteristics, weatherization and UV stability. C. ASTM D2240 (Shore A) hardness of 55-65, not less than 26 percent rubber hydrocarbons. D. Size of EPDM granules shall be 1.5-4 mm across. Binder shall be not less than 20 percent of total weight of rubber used in the wear surface, and shall provide 100 percent coating of the particles. E. TPV shall be angular granules with a (Shore A) hardness of 650A ±5 and particle size between 1-4mm. Binder shall be not less than 20 percent of total weight of rubber used in the wear surface, and shall provide 100 percent coating of the particles. F. Thickness of Wear Course shall be a minimum % inch (12.7 mm). G. The Wear Course shall be porous. 2.5 BINDER A. No Toluene Diphenyl Isocyanate (TDI) shall be used. B. No filler materials shall be used in urethane such as plasticizers and the catalyzing agent shall contain no heavy metals. 5 Safety Surfacing for Playgrounds: Robertson Recreational Surfaces, A PLAYCORE Company All rights reserved. All information contained within is subject to change without notice Robertson 05/2019 Recreational Surfaces • Pl,AYCORG =. —, C. Weight of polyurethane shall be no less than 8.5 lbs. /gal (1.02 Kg/1) and no more than 9.5 lbs. /gal (1.14 Kg/1). D. Manufacturer is permitted to modify the type of urethane required to match extreme weather conditions. Substitutions must be equal to or exceed original quality. 2.6 TOT TURF ADVANTAGE (TPV) INSERTS A. TPV Insert — Thermal Plastic Vulcanized (TPV) angular granules with a (Shore A) hardness of 65° A ± 5 and particle size between .5-1.5 mm shall be used. B. Thickness of the TPV Insert shall be %" — 5/8" inch. C. TPV Insert shall be porous. D. Aromatic or Aliphatic urethane to be used as a binder. E. Location — TPV Insert to be installed under swings, swing bays, slide exits. Customer to approve location of wear mat inserts. F. Standard Color TPV .5-1.5mm to be used. Colors include four standard colors: Terra Cotta Red, Blue, Green, and Beige. G. Size: Swing bay use locations shall have TPV Inserts inclusive of all outside bay structure poles. Singular swings and slide exits shall be 4'x4'x1/2" in thickness. 2.7 MATERIALS A. Wear Course — EPDM Granules and/or TPV Granules Manufacturer: NH Rubber Products and Rosehill Polymers As Distributed by: Robertson Industries Inc. (800) 858-0519 Location Used: Playground Area B. Cushion Layer — TotTurf® Shredded SBR As Distributed by: Robertson Industries Inc. (800) 858-0519 Location Used: Playground Area C. Binder — Aromatic VORAMER MR Products Manufacturer: DOW Chemical As Distributed by: Robertson Industries Inc. (800) 858-0519 Location Used: Playground Area 6 Safety Surfacing for Playgrounds: Robertson Recreational Surfaces, A PLAYCORE Company All rights reserved. All information contained within is subject to change without notice Robertson Recreational Surfaces • Pl,AYCORC -,- D. Binder —Aliphatic Urethane Premium, Non-Ambering Manufacturer: Accella Polyurethane Systems As Distributed by: Robertson Industries Inc. (800) 858-0519 Location Used: Playground Area E. Chunk Premium Black Rubber Granules Manufacturer: As Distributed by Location Used: PART 3 — EXECUTION American Recycling Center, Inc. (989) 725-5100 655 Wabassee Drive Owosso, MI 48867 Robertson Industries, Inc. (800) 858-0519 Playground Area 3.1 SITE PREPARATION (OWNER OR OWNERS REPRESENTATIVE SHALL) 05/2019 A. Finished Grade/Slope: Verify that finished elevations or adjacent areas are as indicated on the architectural or site plans, that the appropriate sub -grade elevation has been established for the particular safety surface to be installed, and that the subsurface has been installed per architectural, site or equipment plans while meeting accessibility and use zones requirements. B. Aggregate Sub Base: Tolerance of aggregate sub base shall be with 3/8" inch (10mm) in 10' ft. (3050 mm). Verify that aggregate sub base has been fully compacted. Per ADA Guidelines: compacted Aggregate sub base — 4" inches of %" inch minus irregular stone with fines compacted to 95% percent in 2" inch watered lifts. C. Concrete Sub Base: Tolerance of concrete or bituminous sub base shall be with 1/8" inch (3.0 mm) in 10'feet (3050 mm). Per ADA Guidelines: Concrete a minimum of 3' — 4' inches at a minimum 2500 PSI. Concrete must cure for 7 days prior to application of cushion layer. Concrete must cure 28 days if wear course is to be applied directly to concrete surface. If Poured in Place surfacing is installed, verify that the Concrete Sub Base has cured (all areas appear white in color usually at 7 days) and that all concrete curing compounds and other deleterious substances that might adversely affect adhesion have been removed. Surface shall be clean and dry. D. Asphalt Sub Base: Asphalt cure time requires 14 days. Once the new asphalt has cured, it must be pressure washed prior to the surfacing being installed. The contractor shall be responsible for flooding the pad to ensure proper slope and tolerance. Any areas holding enough water to cover a flat nickel shall be patched prior to the arrival of our installation crews. 7 Safety Surfacing for Playgrounds: Robertson Recreational Surfaces, A PLAYCORE Company All rights reserved. All information contained within is subject to change without notice Robertson 05/2019 Recreational Surfaces • Pl,AYCORC -,- E. ,aE. Drainage: Verify that sub -surfacing drainage, if required, has been installed to provide positive drainage. ��►•�IL11.71ie\gW_11IIQZI A. Poured in Place Surfacing: Components of the poured in place surfacing shall be mixed on site in a rotating tumbler to ensure components are thoroughly mixed and are in accordance with manufactures recommendations. Installation of surfacing shall be seamless up to 2,000 square feet per day and completely bonded to concrete of sub base. Material shall cover all foundations and fill around all elements penetrating the surface. B. Cushion Layer: Whenever practical, cushion layer of surfacing material shall be installed in one continuous pour on the same day of up to 2,000 square feet. When a second pour is required, step the seam (see detail) and fully coat the step of the previous work with polyurethane binder to ensure 100 percent bond with new work. Apply adhesive in small quantities so that new cushion layer can be placed before the adhesive dries. C. Wear Course: Wear Course must be either quality peroxide cured EPDM, TPV or Treated SBR granules. Wear surface shall be bonded to Cushion Layer. If necessary, additional primer will be used between the cushion layer and Wear Course. Apply adhesive to Cushion Layer in small quantities allowing the Wear Course to be applied before adhesive dries. Surface shall be hand troweled to a smooth, even finish. Except continuous and seamless up to 2,000 square feet per day (contact sales representative for seamless in excess of 2,000 square feet). Where seams are required due to color change, size or adverse weather, a step configuration will be constructed to maintain Wear Course integrity. The edge of initial pour shall be coated with adhesive and wearing surface mixture shall be immediately applied. Pads with multiple seams are encouraged to include a top coat of urethane before being placed into use. Butt joint seams are not acceptable except for repairs. Under special conditions and with owners written approval seams may be permitted in same color pad. Consult with manufacturer for specific applications. D. Perimeter: For installations over existing concrete, the perimeter must be saw cut to provide a keyway 1" inch deep x 1" inch wide, or formed during the pour, with surfacing rolled down into the void. Primer adhesive must be applied to all sides of the void. When connecting to a concrete curb or border, the inside vertical edge shall be primed with adhesive and the final 2" inches of the cushion layer shall be tapered to allow the wear surface material to be 1.5"— 2" thick where it joins the concrete. s Safety Surfacing for Playgrounds: Robertson Recreational Surfaces, A PLAYCORE Company All rights reserved. All information contained within is subject to change without notice Robertson Recreational Surfaces 05/2019 E. Asphalt: When installing over new asphalt, a curb or other type of border is recommended around the entire pad to separate the new surface from other ground materials. Primer adhesive must be applied to the inside vertical edge of the border before poured in place surface installation. F. Asphalt: When installing over existing asphalt, a key way cut of 1" inch deep by 1" inch side for the poured in place to taper into and terminate with required ADA slope. G. Thickness: Construction methods such as the use of measured screeds or guides shall be employed to ensure that the full depth of specified surfacing material is installed. Surfacing system thickness throughout the playground equipment use zone shall be as required to meet the impact attenuation requirements specified herein. H. Clean Up: Manufacturer installers shall work to minimize excessive adhesive on adjacent surfaces or play equipment. Spills of excess adhesive shall be promptly cleaned. Protection: The safety surface shall be allowed to fully cure in accordance with Manufacturer's instructions. The surface shall be protected bythe ownerfrom all traffic during the curing period of 48 hours or as instructed by the Manufacturer. J. Manufacturer Services: For poured in place safety surfacing, a manufacturer's representative who is experienced in the installation of playground safety surfacing shall be provided. The representative shall supervise the installation to ensure that the system meets the impact attenuation requirements as specified herein. 3.3 SITE AREA CLEAN UP The site shall be kept clean and free of tools, trash, and debris and installation materials on a daily basis. Products may be stored on site during installation with appropriate protective measures and approval by the Owner's representative. END OF SECTION 9 Safety Surfacing for Playgrounds: Robertson Recreational Surfaces, A PLAYCORE Company All rights reserved. All information contained within is subject to change without notice SECTION 13 31 23 TENSIONED FABRIC STRUCTURES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Section includes a tensioned fabric canopy system as shown on Contract Drawings and specified in this Section. 2. Architect's Contract Drawings indicate design intent with respect to sizes, shapes, and configurations of the tensioned fabric canopy. Provide all components and accessories required for complete tensioned fabric canopy system, whether or not specifically show specified. 3. The tensioned fabric structure will assume bolted/pinned connections for field assembly. No field welding will be permitted. B. The tensioned fabric structure Subcontractor shall be responsible for the structural design, detailing, fabrication, supply, and installation of the Work specified herein. The intent of this specification is to establish in the first instance an undivided, single -source responsibility of the Subcontractor for all of the foregoing functions. C. All element sizes, material strengths, forces and quantities shown on the contract documents are to be taken as a developed concept. Final structural analysis and design are the responsibility of the subcontractor. The subcontractor is responsible at the time of bid to determine any additional costs related to their design and member sizing for the fabric roof. D. Subcontractor's Work shall include the structural design, supply, fabrication, shipment, and erection of the following items: 1. The architectural membrane as indicated on the Contract Drawings and in these specifications. 2. Cables and fittings. 3. Perimeter, catenary, and sectionalized aluminum clamping system. 4. Structural steel, including masts, trusses, struts, and beams as indicated on the Contract Drawings. 5. Fasteners and gasketing. E. Related Requirements: OWNER OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 127 1. Related Documents: Contract Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 2. Division 03 Section "Cast -in -Place Concrete" for concrete footings for posts of tensioned fabric structure. 3. Division 05 Sections "Structural Steel Framing" and "Architecturally Exposed Structural Steel" for steel structure supporting tensioned fabric structure. F. This Project is a US Green Building Council LEEDTM — CI project: 1. Select materials to maximize use of recycled steel. 2. Select locally or regionally fabricated products wherever possible. 1.2 REFERENCES A. Definitions: 1. Tensioned Fabric Structure: Cable and/or frame supported tensioned membrane -covered fabric structure; incorporating a fabric with low elongation characteristics under tension and capable of an anticlastic configuration. Fabric structures in which fabric is applied as flat or mono -axially curved configurations are not acceptable. B. Reference Standards: Except as otherwise shown or noted, all work shall comply with the requirements of the following codes and standards: 1. American Institute of Steel Construction (AISC). c) Specifications for the Design, Fabrication, and Erection of Structural Steel for Buildings. d) Code of Standard Practice for Steel Buildings and Bridges. e) Specification for Structural Steel Buildings — Allowable Stress Design and Plastic Design. f) Specification for Allowable Stress Design of Single -angle Members. g) Seismic Provisions for Structural Steel Buildings. 2. American Society of Civil Engineers. a) ASCE 19: Structural Applications of Steel Cables for Buildings. 3. American Society of Testing and Materials (ASTM). a) ASTM A586: Standard Specifications for Zinc -Coated Steel Structural Strand. OWNER OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 128 b) ASTM A603: Standard Specifications for Zinc -Coated Steel Structural Wire Rope. c) ASTM D4851-88: Standard Test Methods for Coated and Laminated Fabrics for Architectural Use. d) ASTM E84: Standard Test Method for Surface Burning Characteristics of Building Materials. e) ASTM E108: Standard Test Methods for Fire Test and Roof Coverings. f) ASTM E136: Standard Test Method for Behavior of Materials in a Vertical Tube Furnace at 750 degrees C. g) ASTM C423: Standard Test Method for Sound Absorption and Sound Absorption Coefficients by the Reverberation Room Method. h) ASTM E424: Standard Test Method for Solar Energy Transmittance and Reflectance of Sheet Materials. 4. American Welding Society (AWS). a) AWS D1.1: Structural Welding Code. b) AWS 2.4: Symbols for Welding and Nondestructive Testing. 5. Aluminum Association a) Specifications for Aluminum Structures. 6. National Fire Protection Association (NFPA). b) NFPA 701: Standard Methods of Fire Tests for Flame Propagation of Textiles and Films. 7. Steel Structures Painting Council (SSPC). c) Steel Structures Painting Manual, Volumes 1 and 2. 1.3 ACTION SUBMITTALS A. Product Data: For each type of product. 1. Include styles, material descriptions, construction details, fabrication details, dimensions of individual components and profiles, hardware, fittings, mounting accessories, features, and finishes for tensioned fabric structures. 2. Include rated capacities, light transmissions, and operating characteristics of furnished specialties and accessories. B. LEED Submittals: OWNER OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 129 1. Product Data for Credit MR 4: For products having recycled content, documentation indicating percentages by weight of postconsumer and preconsumer recycled content. Include statement indicating cost for each product having recycled content. 2. Product Certificates for Credit MR 5.1[ and Credit MR 5.2]: For products and materials required to comply with requirements for regionally manufactured materials. Include statement indicating cost for each regionally manufactured material. a) Include statement indicating location of manufacturer and distance to Project for each regionally manufactured material. C. Design Contract Drawings: 1. Include plans, elevations, sections, mounting heights, and frame assembly details. D. Preliminary member sizes with wall thickness TBD. E. Preliminary footing layout and foundation design with final depth TBD. F. Show intended fabric attachment hardware and details. G. Identify direction, details and locations of fabric seams. H. Show details of fabric membrane dimensions including length of spans, sag in curvature and actual shaded area. I. Engineered Contract Drawings (submit after Design Contract Drawings have been approved): 1. Calculations with Wet Stamp seal of a Professional Engineer with a license in the same state as the project location. 2. Engineering Contract Drawings with Wet Stamp seal of a Professional Engineer with a license in the same state as the project location. 3. Include plans, elevations, sections, mounting heights, and frame assembly details. 4. Provide frame member sizes and required wall thicknesses. 5. Identify all welding requirements. 6. Detail all bolted and/or pin connections for frame assembly. J. Identify required sizes of bolts, pins, plates and tubing. K. Verify the fabric meets minimum engineering requirements. OWNER OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 130 L. Detail fabric attachment methods and identify thickness of all membrane plates, clamps and other attachment components. M. Call out all cable sizes and pretension requirements. N. Submit anchor -bolt plans before foundation work begins. Include location, diameter, and projection of anchor bolts required to attach the tensioned fabric structures to foundation. Indicate column reactions at each location. O. Samples for Initial Selection: Electronic file of available frame finish colors. P. Samples for Verification: For the following: 1. Fabric: Qty (3) 8'/2" x 11" samples of fabric as selected by the architect. 2. Frame Finish: Qty (3) Sample chips, not less than 2" x 3" in size. Q. Provide a Schedule of Values within (2) weeks of project award. 1. INFORMATIONAL SUBMITTALS 2. Qualification Data: For Installer, Subcontractor and professional engineer. 3. Welding certificates. 4. Sample Warranty: For fabric warranty. 1.5 CLOSEOUT SUBMITTALS A. Maintenance Data: For tensioned fabric structures to include in operation and maintenance manuals. 1. Include the following: B. Methods for maintaining tensioned fabric structure fabrics and finishes. C. Precautions about cleaning materials and methods that could be detrimental to fabrics, finishes, and performance. 1.6 QUALITY ASSURANCE A. Subcontractor Qualifications: Shop that employs skilled workers who custom - fabricate tensioned fabric structures similar to those required for this Project and whose products have a record of successful in-service performance. 1. Subcontractor must be an active member of Industrial Fabric Association International (IFAI) and Fabric Structures Association (FSA). 2. Subcontractor's responsibilities include fabricating and installing tensioned fabric structures and providing professional engineering services needed to assume engineering responsibility. OWNER OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 131 3. Subcontractor's engineering services must utilize Finite Element Analysis software that performs fabric form finding and takes into account fabric material properties and prestress characteristics. 4. Subcontractor must have proven record of at least (10) successful projects of similar size and similar specified fabric material. 5. Subcontractor must have been in continuous operation as a professional tensioned fabric structure manufacturer for minimum of (15) years prior to contract. 6. Subcontractor must be an American owned company. 7. Subcontractor must have an in-house Made -in -America manufacturing facility for both frame and fabric membrane components. 8. Subcontractor must be a Los Angeles approved certified welder. 9. Subcontractor must have a Green rating with Dunn & Bradstreet for timely payment to vendors. 10. Subcontractor must have in-house installers with 10 hour OSHA training certificates. B. Installer Qualifications: Fabricator of products. C. Welding Qualifications: Qualify procedures and personnel according to the following: 1. AWS D1.101.1 M, "Structural Welding Code -Steel." 1.7 FIELD CONDITIONS A. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit installation of tensioned fabric structure in exterior locations to be performed according to Subcontractors' written instructions and warranty requirements. B. Field Measurements: Where tensioned fabric structure installation is indicated to fit to other work, verify dimensions of other work by field measurements before fabrication and indicate measurements on Shop Contract Drawings. Allow clearances for fenestration operation throughout the entire operating range. Notify Architect of discrepancies. Coordinate fabrication schedule with construction progress to avoid delaying the Work. 1.8 WARRANTY A. Special Warranty: Manufacturer and Subcontractor agree to repair or replace components of tensioned fabric structures that fail in materials or workmanship within specified warranty period of one year from the date of Substantial Completion. OWNER OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 132 1. Failures include, but are not limited to, the following: a) Structural failures including framework. b) Deterioration of fabric including seam failure. c) Deterioration of metals, metal finishes, and other materials beyond normal weathering. i. Warranty Period, Fabric: Reference the manufacturer's limited warranty for the specified fabric manufacturer and product. ii. Warranty Period, Cables, Securement Devices and Accessories: One year from date of Substantial Completion PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Basis -of -Design: Subject to compliance with requirements, provide the tensioned fabric structures designed, engineered, fabricated and installed by the following: 1. Eide Industries, Inc. a) Address: 16215 Piuma Avenue, Cerritos, California USA 90703. b) Contact: Erik Jarvie, Sales Engineer. Phone: (562) 402-8335 x125; Email: erik@eideindustries.com 2. Or approved equal. Subcontractor must meet all minimum requirements as outlined in item 1.6 QUALITY ASSURANCE of this section and show written proof for each item listed to become an approved equal. 3. Substitution requests must be submitted by a Prime Bidder, minimum of (10) days prior to bid date. Any approved equals shall be issued by addendum only, prior to the bid date. 4. Applicant for approve equal must submit engineering analysis along with pricing. Analysis must include: a. Finite Element Analysis under various load cases b. Fabric form finding of membrane c. Adequate membrane gradient under load displacement to allow water runoff d. Frame member and cable sizing e. Footing reaction loads OWNER OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 133 B. Source Limitations: Obtain tensioned fabric structures from single source from single Subcontractor. 2.2 DESCRIPTION A. General: Provide a tensioned fabric structure system that complies with requirements specified herein by testing the Subcontractor's corresponding membrane system in accordance with the indicated test methods. B. Regulatory Requirements: Provide tensioned fabric canopy system complying with requirements and limitations of authorities having jurisdiction that are within Contractor's control. 1. Building Code Criteria: The tensioned fabric structure shall comply with the International Building Code, latest edition. 2. Comply with local building codes and respective loading criteria for Snow Loads, Live Loads, Dead Loads, Wind Speed, and Seismic Loads. 3. Life Safety: Tensioned fabric structure shall be detailed so that no life safety issue is created in the event of a loss of a part of the membrane. The tensioned fabric structure shall not rely on the membrane for structural stability. 2.3 PERFORMANCE / DESIGN CRITERIA A. Delegated Design: Engage a qualified professional engineer to design tensioned fabric canopy system. Delegated design engineering requirements include, but are not limited to, the following: 1. Prepare structural design Contract Drawings defining the precise interface geometry determination, reaction loads imposed on structural steel framing, anchoring loads, connection details, interfaces and seam layouts. 2. Structural calculations for the tensioned fabric canopy system shall include: a) Large deflection numerical shape generation that will insure a stable, uniformly stressed, three dimensionally curved shape that is in static equilibrium with the internal prestress forces and is suitable to resist all applied loads. b) Large deflection finite element method structural analysis of the membrane system under all applicable wind and seismic loads. c) Connection design including bolt, weld and ancillary member sizing. d) Biaxial fabric test specification, interpretation and fabric compensation determination. e) Accurate generation of the two-dimensional compensated fabric templates required to generate the three-dimensional equilibrium shape. OWNER OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 134 B. In engineering tensioned fabric canopy system fittings and accessories to withstand structural loads indicated, determine allowable design working stresses of railing materials based on the following: 1. Steel: 72 percent of minimum yield strength. C. Stainless Steel: 60 percent of minimum yield strength. D. Aluminum: The lesser of minimum yield strength divided by 1.65 or minimum ultimate tensile strength divided by 1.95. E. Structural Performance: Tensioned fabric canopy system shall withstand the effects of gravity loads and the following loads and stresses within limits and under conditions indicated according to ASCE/SEI 7: 1. Wind Loads: To be determined by Subcontractor's Engineer of Record. 2. Live Loads: To be determined by Subcontractor's Engineer of Record. F. Snow Loads: To be determined by Subcontractor's Engineer of Record. G. Seismic Loads: To be determined by Subcontractor's Engineer of Record. H. General: In engineering railings to withstand structural loads indicated, determine allowable design working stresses of railing materials based on the following: 1. Aluminum: The lesser of minimum yield strength divided by 1.65 or minimum ultimate tensile strength divided by 1.95. 2. Copper Alloys: 60 percent of minimum yield strength. 3. Stainless Steel: 60 percent of minimum yield strength. 4. Steel: 72 percent of minimum yield strength. I. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes. 1. Temperature Change: 120 deg F, ambient; 180 deg F, material surfaces. J. Control of Corrosion: Prevent galvanic action and other forms of corrosion by insulating metals and other materials from direct contact with incompatible materials. 2.4 CANOPY FABRIC MATERIALS A. Product: Subject to compliance with requirements, provide fabric as called out and specified by the Architect in the bid Contract Drawings. B. Fire -Test -Response Characteristics: Provide canopy fabric with the fire -test -response characteristics indicated, as determined by testing identical products according to test method indicated below by UL or another testing and inspecting agency acceptable to authorities having jurisdiction: OWNER OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 135 1. Flame -Resistance Ratings: Passes NFPA 701. 2. Pass CSFM Title 19 3. Flame Spread: ASTM E-84 Class A C. Fabric properties: 1. Fabric thickness and tensile strength: Must meet engineering requirements with a safety factor of five. 2. Color: Blue (requires Architect's Approval) D. HDPE Shade Cloth 1. High Density Polyethylene (HDPE) woven mesh fabric 2. Fabric thickness and tensile strength: Must meet engineering requirements with a safety factor of five. 3. Acceptable HDPE fabrics are Alnet Extra Block and Monotec 370. 4. Color: To be selected from the manufacturer's range of available colors. 5. HDPE fabric membranes shall be designed to avoid contact with any PVC material. 6. Fabric shall be sewn with PTFE thread to avoid premature failure due to UV deterioration. 7. Membrane shall be sewn with a chain stitch to prevent bursting at the seams. 2.5 CANOPY FRAME, CABLES, FITTINGS AND ACCESSORIES A. General: Provide accessories as standard with tensioned fabric canopy system Subcontractor and as specified. Fabricate and finish accessories at the factory to greatest extent possible, by Subcontractor's standard procedures and processes. Comply with indicated profiles and with dimensional and structural requirements. B. Metal Surfaces, General: Provide materials with smooth surfaces, without seam marks, roller marks, rolled trade names, stains, discolorations, or blemishes. C. Frame material shall be constructed of cold rolled carbon steel unless otherwise specified by the architect in the bid Contract Drawings. D. Steel and Iron: 1. Tubing: ASTM A 500 (cold formed) or ASTM A 513. 2. Bars: Hot -rolled, carbon steel complying with ASTM A 29/A 29M, Grade 1010. 3. Plates, Shapes, and Bars: ASTM A 36 or ASTM A 572 per engineering requirements. OWNER OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 136 E. Stainless Steel: 1. Tubing: ASTM A 554, Grade MT 316L. 2. Pipe: ASTM A 312/A 312M, Grade TP 316L. 3. Castings: ASTM A 743/A 743M, Grade CF 8M or CF 3M. 4. Sheet, Strip, Plate, and Flat Bar: ASTM A 666, Type 316L. 5. Bars and Shapes: ASTM A 276, Type 316L. F. Aluminum: 1. Provide alloy and temper recommended by aluminum producer and finisher for type of use and finish indicated, and with strength and durability properties for each aluminum form required not less than that of alloy and temper designated below. 2. Extruded Bars and Shapes: ASTM B 221, Alloy 6063-T5/T52. G. Cables and Fittings shall be constructed of stainless steel. 1. Any cable in contact with HDPE fabric shall never have PVC coating. 2. Manufacturers: Subject to compliance with requirements, provide products by one of the following manufacturers: a) John A. Batchelor Co Inc. b) Jack Rueben and Sons. c) McMaster Carr d) Frontier Technologies. e) The Crosby Group. f) Ronstan International Inc. 3. Stainless Steel Cables: a) Cable: 1 -by -19 wire rope made from wire complying with ASTM A 492, Type 316. b) Cable Fittings: Connectors of types indicated or required, fabricated from stainless steel, and with capability to sustain, without failure, a load equal to minimum breaking strength of cable with which they are used. H. Accessories. 1. Base Plates and Anchor Bolts. OWNER OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 137 a) Base plates supported on concrete shall be furnished and set on shims, leveling plates or leveling nuts. Grouting shall be by the General Contractor. b) Anchor bolt locations shall be furnished by the Subcontractor and used by the General Contractor to set the bolts. The General Contractor is to check carefully the setting of the bolts to their proper position prior to placing of concrete. Anchor bolts, provided by the General Contractor, shall have two (2) nuts and washers. Damaged threads shall be repaired or be cut to permit full tightening of nuts. c) Anchor bolts will have adequate thread length above concrete for the leveling nut, the base plate, the top nut, the washers and at least two full threads exposed on top. Any concrete that impedes the required thread length will be chipped away by the General Contractor prior to the installation of the frame. 2. Metal Battens for Securing Canopy Fabric to Structural Steel Frame: a) Extruded aluminum painted to match frame. b) Neoprene gasketing shall be inserted between aluminum and frame to prevent water intrusion in self taping screw penetrations in steel frame. 2.6 CANOPY FRAME FINISH A. Frame Finish shall be two-part paint. 1. Two Part Paint Finish for corrosive environments: 10 year a) Commercial blast clean surface in accordance to SSPC-SP 10. b) Primer Material properties — (1) coat of Tnemec 90/97 at 2.5-3.5 mils MDFT. c) Paint Material properties — (1) coat of Tnemec Series 750 at 3.0-5.0 mil MDFT per coat. d) Minimum thickness — 5.5-8.5 mils TDFT. e) Color: As selected from manufacturer's available stock colors, http://www.tnemec.com/product/colors/ f) 10 -year warranty for gloss and color retention. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine structural steel framing and other substrates, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. OWNER OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 138 B. Prepare written report, endorsed by Installer, listing conditions detrimental to performance. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 ERECTION A. Proceed with installation of tensioned fabric structure only when existing and forecasted weather conditions will permit work to be performed in accordance with Subcontractor's recommendations. B. Erect frame and fabric in accordance with the procedures of the approved Subcontractor. C. Adequate prestress shall be applied to mitigate fabric wrinkles and excess cable sag. Membranes with extreme twist and/or shallow catenary curves may be more prone to wrinkles. The wrinkles should be minimized with adjustments and should not be a distraction when looking at the project as a whole. 3.3 FIELD QUALITY CONTROL A. Subcontractor's Field Service: Engage a factory -authorized service representative to test and inspect components, assemblies, and equipment installations, including connections. B. Prepare test and inspection reports. C. MEMBRANE PATCHING 1. Any and all patching must be done by trained and authorized personnel. 2. Minor repairs are defined as: a) A patch, no larger than 1 % of the area of the fabric panel. b) Sewn or sealed reinforcement at corners or joints, sewing and sealing no greater than 12 inches in length. 3. A maximum of one patch per membrane will be permissible. 4. No more than two patches will be allowed for the entire project. 5. Sewn or sealed reinforcement is allowed at all corners when necessary. 3.5 ADJUSTING A. Occupancy Adjustments: When requested within 12 months from date of Substantial Completion, provide on-site assistance in adjusting system to suit actual occupied conditions. Provide up to one visit to Project during other -than -normal occupancy hours for this purpose. 3.6 CLOSEOUT ACTIVITIES OWNER OF NEWPORT BEACH GRANT HOWALD PARK Technical Specifications CSI Page 139 A. Demonstration: Engage a factory -authorized service representative to train Owner's maintenance personnel to adjust cable and fabric tension and to clean and maintain canopy fabric. END OF SECTION OWNER OF NEWPORT BEACH Technical Specifications CSI GRANT HOWALD PARK Page 140 SECTION 26 05 00 ELECTRICAL GENERAL PROVISIONS PART 1— GENERAL 1.1 SCOPE A. Work Included: All labor, materials, appliances, tools, equipment, facilities, transportation and services necessary for and incidental to performing all operations in connection with furnishing, delivery and installation of the work of this Section, complete, as shown on the Drawings and/or specified herein. Work includes, but is not necessarily limited to, the following: 1. Examine all other Sections for work related to those other Sections and required to be included as work under this Section. 2. General Provisions and Requirements for electrical work. 3. Division -1. B. Organization of the Specifications into Divisions, Sections and Articles, and arrangement of Drawings shall not control the Contractor in dividing the Contract Work among Subcontractors or in establishing the extent of work to be performed by any trade. 1.2 GENERAL SUMMARY OF ELECTRICAL WORK A. The Specifications and Drawings are intended to cover a complete installation of systems. The omission of expressed reference to any item of labor or material for the proper execution of the work in accordance with present practice of the trade shall not relieve the Contractor from providing such additional labor and materials. B. Refer to the Drawings and Shop Drawings of other trades for additional details, which affect the proper installation of this work. Diagrams and symbols showing electrical connections are diagrammatic only. Wiring diagrams do not necessarily show the exact physical arrangement of the equipment. C. Before submitting a bid, the Contractor shall become familiar with all features of the Building Drawings and Site Drawings, which may affect the execution of the work. No extra payment will be allowed for failure to obtain this information. D. If there are omissions or conflicts between the Drawings and Specifications, clarify these points with the Owner's Representative before submitting bid and before commencing work. E. Provide work and material in conformance with the Manufacturer's published recommendations for respective equipment and systems. CITY OF NEWPORT BEACH Electrical General Provisions GRANT HOWALD PARK Page 1 1.3 LOCATIONS OF EQUIPMENT A. The Drawings indicate diagrammatically the desired locations or arrangements of conduit runs, outlets, equipment, etc., and are to be followed as closely as possible. Proper judgment must be exercised in executing the work so as to secure the best possible installation in the available space and to overcome local difficulties due to space limitations or interference of structure conditions encountered. B. In the event changes in the indicated locations or arrangements are necessary, due to developed conditions on the site or in the building construction or rearrangement of furnishings or equipment, such changes shall be made without cost to the Contract, providing the change is ordered before the conduit runs, etc., and work directly connected to same is installed and no extra materials are required. C. Coordinate and cooperate in every way with other trades in order to avoid interference and assure a satisfactory job. D. The location of the existing site utilities, building, equipment and conduit shown on the Drawings is approximate. Verify exact locations and routing of existing systems by potholing all trench routes prior to digging the trench. Pothole at least 100 feet ahead of the actual trenching to allow space to alter the new conduit routing to accommodate existing conditions. E. The locations of existing underground utilities, where shown on Drawings, are shown diagrammatically and have not been independently verified by the Owner, the Owner's Representative, the Architect/Engineer. The Owner, the Owner's Representative, and the Owner's Architect/Engineer are not responsible for the location of underground utilities or structures, whether or not shown or detailed and installed under this or any other Contracts. The Contractor shall identify each existing utility line prior to excavation and mark the locations on the ground of each existing utility line. 1.4 POWER, TELEPHONE AND OTHER SIGNAL SERVICES A. Telephone, cable television, power, street lighting service and metering facilities shall conform to the Requirements of the serving Utility Companies. Contractor shall verify service locations and Requirements, and shall pay all costs levied by the serving Utility Companies for rendering utility services to the Contract without additional cost to the Owner. Service information will be furnished by the serving utilities. B. Conform to all Requirements of the serving Utility Companies including electrical power, telephone and CATV. Location of transformer pad and or manholes and pull boxes and routing of service conduits indicated on the Drawings are approximate and shall be verified with the serving Utility Company prior to installation. Installation of service shall not begin until approved Drawings have been received from the serving Utility Company. CITY OF NEWPORT BEACH Electrical General Provisions GRANT HOWALD PARK Page 2 C. Within 30 -calendar days of Receipt of Notice that the Contract Award has been made, the Contractor shall notify the New Business Departments of the District Office of the serving Utility Companies concerning the Project Contract and shall provide information as to the total lighting, power, telephone, and signal Requirements of the Contract. The Contractor shall furnish at the same time information as to the estimated completion date of job or the date when the respective Utility Company circuits, will be ready for installation, energizing and activation of the respective services. D. In Addition to the Requirements of the serving Utility Companies, all power, telephone and signal service conduits for Utility Company circuits, shall be completely surround and encase in concrete on all sides, top and bottom. The concrete shall be red mix color and extend a minimum of 3 -inches past the conduit on all sides on the conduits. E. Contractor shall submit electrical utility metering and electrical service entrance equipment Shop Drawings to the Electric Utility Company supplying the project for review and approval by the serving Utility Company. The submittal and acceptance by the Utility shall occur prior to submitting of Shop Drawings to the Owner's Representative or A/E for review. Copies of the serving Electrical Utility approval of the service entrance equipment shall be included in the Shop Drawings submittals to the Owner's Representative and A/E. 1.5 PERMITS Take out and pay for all required Permits, Inspections and Examinations without additional cost to the Owner. 1.6 QUALITY ASSURANCE A. Work and materials shall be in full accordance with the latest Rules and Regulations as follows. The following publications shall be included in the Contract Documents Requirements. If a conflict occurs between the following publications and any other part of the Contract Documents, the Requirements describing the more restrictive provisions shall become the applicable Contract definition: 1. California Code of Regulations Title 24. 2. California Part 3 "California Electrical Code" CEC, Title 24 and Title 8 "Division of Industrial Safety". 3. California Building Code — CBC. 4. The National Electrical Code. 5. The National Life Safety Code. 6. National Fire Protection Agency — NFPA. 7. Underwriter's Laboratory — UL. 8. Other applicable State and Local Government Agencies Laws and Regulations. CITY OF NEWPORT BEACH Electrical General Provisions GRANT HOWALD PARK Page 3 9. Electrical Installation Standards National Electrical Contractors Association (NECA) and National Electrical Installation Standards (HEIS): a. NECA/NEIS-1: Standard of Practices for Good Workmanship in Electrical Contracting b. NECA/NEIS-101: Standard for Installing Steel Conduit (Rigid, IMC, etc.) c. NECA/NEIS-111: Recommended Practice Installing Nonmetallic Raceways d. NECA/NEIS-305: Standard for Fire Alarm System Job Practice e. NECA/NEIS-331: Standards for Installing Building and Service Entrance Grounding f. NECA/NEIS-400: Recommended Practice for Installing Switchboards g. NECA/NEIS-407: Recommended Practice for Installing Panelboards h. NECA/NEIS-409: Recommended Practice for Installing and Maintaining Dry - Type Transformers i. NEIS/NECA and IESNA-500: Recommended Practice for Installing Indoor Commercial Lighting Systems j. NEIS/NECA and IESNA-501: Recommended Practice for Installing Exterior Lighting Systems k. NECA/BICSI-568: Standards for Installing Commercial Building Tele- communications System B. All material and equipment shall be new and shall be delivered to the site in unbroken packages. All material and equipment shall be listed and labeled by Underwriters Laboratories or other recognized testing laboratories, where such listings are avail- able. Comply with all Installation Requirements and restrictions pertaining to such listings. C. Work and material shown on the Drawings and in the Specifications is new and included in the Contract unless specifically indicated as existing or N.I.C. (not in Contract). D. Keep a copy of all applicable Codes and Standards available at the job site at all times for reference while performing work under this Contract. Nothing in Plans or Specifications shall be construed to permit work not conforming to the most stringent of Building Codes. E. Where a conflict or variation occurs between applicable Codes, Standards and/or the Contract Documents, the provisions of the most restrictive provision shall become the Requirement of the Contract Documents. 1.7 SUBMITTALS (ADDITIONAL REQUIREMENTS) A. General 1. Review of Contractor's submittals is for general conformance with the design concept of the project and general compliance with the information given in the Contract Documents. Any action shown is subject to the Requirements of the Plans and Specifications. Contractor is responsible for quantities; dimensions CITY OF NEWPORT BEACH Electrical General Provisions GRANT HOWALD PARK Page 4 which shall be confirmed and correlated at the job site; fabrication processes and techniques of construction; coordination of work with that of all other trades and satisfactory performance of their work. 2. The Contractor shall review each submittal in detail for compliance with the Requirements of the Contract Documents prior to submittal. The Contractor shall "Ink Stamp" and sign each item of the submittal with a statement "CERTIFYING THE SUBMITTAL HAS BEEN REVIEWED BY THE CONTRACTOR AND COMPLIES WITH ALL THE REQUIREMENTS OF THE CONTRACT DOCUMENTS". The Contractor shall clearly and specifically identify each individual proposed substitution, substitution of equal or proposed deviation from the Requirements of the Contract Documents with a statement "THIS ITEM IS A SUBSTITUTION". The burden of research, preparation of calculations and the furnishing of adequate and complete Shop Drawings information to demonstrate the suitability of Contractor's proposed substitutions and suitability of proposed deviations from the Contract Documents is the responsibility of the Contractor. 3. Departure from the submittal procedure will result in resubmittals and delays. Failure of the Contractor to comply with the Submittal Requirements shall render void any acceptance or any approval of the proposed variation. The Contractor shall then be required to provide the equipment or method without variation from the Contract Documents and without additional cost to the Contract. 4. The Contractor at no additional cost or delays to the Contract shall remove any work, material and correct any deficiencies resulting from deviations from the Requirements of the Contract Documents not approved in advance by the Owner prior to commencement of work. 5. Shop Drawings submitted by the Contractor, which are not specifically required for submittal by the Contract Documents, or Contractor Shop Drawings previously reviewed and resubmitted without a written resubmittal request to the Contractor, will not be reviewed, considered, or commented on. The respective Shop Drawing submittal/ resubmittal will not be returned to the Contractor and will be destroyed without comment or response to the Contractor. The respective submittal shall be considered null and void as being not in compliance with the Requirements of the Contract Documents. 6. Refer to Division -1 for Additional Requirements. B. Material Lists and Shop Drawings: Submit material list and Equipment Manufacturers for review within 35 days of award of Contract. Give name of Manufacturer and where applicable, brand name, type and/or catalog number of each item. Listing of more than one Manufacturer for any one item of equipment, or listing items "as specified", without both make and model or type designation, is not acceptable. Shop Drawings shall not be submitted before review completion of Manufacturers list. The right is reserved to require submission of samples of any material whether or not particularly mentioned herein. CITY OF NEWPORT BEACH Electrical General Provisions GRANT HOWALD PARK Page 5 2. After completion of review of the Material and Equipment Manufacturers list, submit Shop Drawings for review. Shop Drawings shall be submitted in completed bound groups of materials (i.e., all lighting fixtures or all switchgear, etc.). The Contractor shall verify dimensions of equipment and be satisfied as to fit and that they comply with all Code Requirements relating to clear working space about electrical equipment prior to submitting Shop Drawings for review. Submittals, which are intended to be reviewed as substitution or departure from the Contract Documents, must be specifically noted as such. The Requirements of the Contract Documents shall prevail regardless of the acceptance of the submittal. 3. Shop Drawings shall include catalog data sheets, instruction manuals, Dimensioned Plans, elevations, details, wiring diagrams and descriptive literature of component parts where applicable. Structural calculations and mounting details, signed by a Structural Engineer registered by the State of California, shall be submitted for all equipment weighing over 400 -pounds, and shall be in compliance with Title 21 of the California Code of Regulations. 4. Each Shop Drawing -item shall be identified with the Specification Section and paragraph numbers, lighting fixture types and Drawing -sheet numbers; the specific Shop Drawing is intended to represent. Shop Drawings 11 -inches x 17 - inches or smaller in size shall be bound in three-ring binders. Divider tabs shall be provided in the three-ring binders identifying and separating each separate Shop Drawing submittal item. Shop Drawings larger than 11 -inches x 17 -inches, Shop Drawing pages/sheets submittals shall be sequentially numbered with unique alphanumeric numbering system to facilitate correspondence referencing identification of individual sheets. 5. The time required to review and comment on the Contractor's submittals will not be less than 14 calendar days, after receipt of the submittals at the office of FBA Engineering. The review of Contractor submittals and return to Contractor of submittals with review comments will occur in a timely manner conditioned upon the Contractor complying with all of the following: a. The submittals contain complete and accurate information, complying with the Requirements of the Contract Documents. b. Contractor's submittals are each marked with Contractor's approval "Stamp" and with Contractor signatures. c. The submittals are received in accordance with a written, Shop Drawing submittal schedule for each submittal. The Contractor distributes the schedule not less than 35 -day calendar days in advance of the Shop Drawing Submittals, and the schedule identifies the calendar dates, the Contractor will deliver the various submittals for review. 6. Shop Drawings shall include the Manufacturers projected days for shipment from the factory of completed equipment, after the Contractor releases the equipment for production. It shall be the responsibility of the Contractor to insure that all material and equipment is ordered in time to provide an orderly progression of the work. The Contractor shall notify the Owner's Representative of any changes in delivery, which would affect the Project completion date. CITY OF NEWPORT BEACH Electrical General Provisions GRANT HOWALD PARK Page 6 7. Submittal Identification a. Each submittal shall be dated: with submittal transmission date; sequentially numbered and titled with submittal contents identification and applicable Specification/Drawing references (i.e., Submittal dated: 9/12/07 Submittal #4 Contents: Branch Circuit Panelboards Sheet #E5.1 and Transformers Specification Section 260500 Paragraph 2. 11, etc). b. Each resubmittal shall be dated: with original submittal date and resubmittal transmission dates; sequentially numbered with original submittal number and sequential resubmittal revision number and titled with submittal contents identification and applicable Specifications/Drawing references (i.e., Original Submittal Date: 9/12/07 Resubmittal Date: 11/12/07 Original Submittal #4 Resubmittal Revision R2 Contents: Transformer Resubmittal Specification Section - 260500 Paragraph 2. 11, etc). C. The Contractor shall be responsible for incidental, direct and indirect costs resulting from the Contractor's substitution of changes to; the specified Contract Materials and Work. D. The Contractor shall pay, upon request by the Owner's Representative, a fee for the Owner's Representative time involved in the review of substitution submittals and design changes resulting from the Contractor's requested substitutions. The fee shall be not less than $125.00 per hour but, in no case, less than stated in Division -1, whichever is greater. E. Maintenance and Operating Manuals 1. The Contractor shall furnish three copies of typewritten maintenance and operating manuals for all electrical equipment, fire alarm equipment, sound system equipment, etc., to the Owner. 2. Instruct Owner's Personnel in correct operation of all equipment at completion of Project. 3. Maintenance and operating manuals shall be bound in three-ring, hard -cover, plastic binders with table of contents. Manuals shall be delivered to the Owner's Representative, with an itemized receipt. F. Portable or Detachable Parts: The Contractor shall retain in his possession, and shall be responsible for all portable and detachable parts or portions of the installation such as fuses, keys, locks, adapters, locking clips, and inserts until final completion of Contract Work. These parts shall then be delivered to the Owner's Representative with an itemized receipt. G. Record Drawings (Additional Requirements) 1. Provide and maintain in good order a complete set of Electrical Contract "Record" prints. Changes to the Contract to be clearly recorded on this set of prints. At the end of the Project, transfer all changes to one set of transparencies to be delivered unfolded to the Owner's Representative. CITY OF NEWPORT BEACH Electrical General Provisions GRANT HOWALD PARK Page 7 2. The actual location and elevation of all buried lines, boxes, monuments, vaults, stub -outs and other provisions for future connections shall be referenced to the building lines or other clearly established base lines and to approved bench marks. If any necessary dimensions are omitted from the Record Drawings, the Contractor shall, at the Contractor's own expense, do all excavation required to expose the buried work and to establish the correct locations. 3. The Contractor shall keep the "Record" prints up to date and current with all work performed. 4. Refer to Division -1 for Additional Requirements. 1.8 CLEANING EQUIPMENT, MATERIALS, PREMISES All parts of the equipment shall be thoroughly cleaned of dirt, rust, cement, plaster, etc., and all cracks and corners scraped out clean. Surfaces to be painted shall be carefully cleaned of grease and oil spots and left smooth, clean and in proper condition to receive paint finish. 1.9 JOB CONDITIONS - PROTECTION Protect all work, materials and equipment from damage from any cause whatever and provide adequate and proper storage facilities during the progress of the work. Provide for the safety and good condition of all the work until final acceptance of the work by the Owner and replace all damaged or defective work, materials and equipment before requesting final acceptance. 1.10 EXCAVATION, CUTTING, BACKFILL AND PATCHING ADDITIONAL REQUIREMENTS A. General 1. Perform excavation, cutting, backfill, core drilling, directional boring, and patching of the construction work required for the proper installation of the electrical work. 2. Patching shall be of the same material, thickness, workmanship and finish as existing and accurately match surrounding work to the satisfaction of the Owner's Representative. 1.11 IDENTIFICATION A. Equipment Nameplates 1. Panelboards, terminal cabinets, circuit breakers, disconnect switches, starters, relays, time switches, contactors, push-button control stations, and other apparatus used for the operation or control of feeders, circuits, appliances, or equipment shall be properly identified by means of descriptive nameplates or tags permanently attached to the apparatus and wiring. 2. Nameplates shall be engraved laminated phenolic. Shop Drawings with dimensions and format shall be submitted before installation. Attachment to CITY OF NEWPORT BEACH Electrical General Provisions GRANT HOWALD PARK Page 8 equipment shall be with escutcheon pins, rivets, self -tapping screws or machine screws. Self -adhering or adhesive backed nameplates shall not be used. 3. Provide black -on -white laminated plastic nameplates engraved in minimum 1/4 - inch high letters to correspond with the designations on the Drawings. Provide other or additional information on nameplates where indicated. B. Plates: All cover and device plates shall be furnished with engraved or etched designations under any one of the following conditions (minimum character size not less than 0.188 -inch. Engraving shall indicate circuits and equipment controlled or connected): 1. Switches in locations from which the equipment or circuits controlled cannot be readily seen. 2. Manual motor starting switches. 3. Where so indicated on the Drawings. C. For Equipment and Access Doors or Gates to equipment containing or operating on circuits of more than 240 volts nominal, provide red -on -white laminated warning signs engraved in %2 -inch high letters to read: "DANGER - 480 (or applicable volt- age) VOLTS KEEP OUT AUTHORIZED PERSONNEL ONLY'. D. Wire and Cable Identification 1. Provide identification on individual wire and cable including signal systems, fire alarm, electrical power systems (each individual phase, neutral and ground), empty conduit pull ropes, and controls circuit. 2. Permanent identification shall be provided at each termination location, splice location, pullbox, junction box and equipment enclosure. a. Individual wire and cable larger than #6 AWG or 0.25 inch diameter, shall be provided with polypropylene identification tag holders, with yellow polypropylene tags interchangeable black alphanumeric characters, character height 0.25 inch. Attach identification tags with plastic "tie" wraps, minimum of two for each tag. As manufactured by Almetek Industries-"EZTAG" series; or TECH Products - "EVERLAST" series. b. Individual wire and cable #6 AWG and smaller or smaller than 0.25 inch diameter, shall be provided with water and oil resistant, flexible, pressure sensitive machine embossed plastic tags that wrap a minimum of 360 degrees around the wire/cable diameter. The entire tag shall then be covered with a clear flexible waterproof plastic cover wrapped a minimum of 540 degrees around the wire/cable diameter and completely covering the identification. c. Each identification tag location shall indicate the following information: circuit number, circuit phase, source termination and destination termination equipment name (or outlet number as applicable). 3. Install permanent identification after installation/pulling of wire/cable is complete, to prevent loss or damage to the identification. CITY OF NEWPORT BEACH Electrical General Provisions GRANT HOWALD PARK Page 9 E. Cardholders and Cards shall be provided for circuit identification in panelboards. Cardholders shall consist of a metal frame retaining a clear plastic cover permanently attached to the inside of panel door. List of circuits shall be typewritten on card. Circuit description shall include name or number of circuit, area, and connected load. F. Junction and Pull Boxes shall have covers stenciled with box number when shown on the Drawings, or circuit numbers according to panel schedule. Data shall be lettered in a conspicuous manner with a color contrasting to finish. 1.12 TESTING A. The Contractor shall obtain an independent Testing Laboratory that will provide all instrumentation and tests on the electrical system and equipment as hereinafter described and further directed by the Owner's Representative. The test shall be performed after the completion of all electrical systems included in the Contract Scope of Work. All tests shall be recorded and documented and submitted to the Owner's Representative for review. 1. Test for Phase to Ground and Neutral Condition: a. Open main service disconnects. b. Isolate the system neutral from ground by removing the neutral disconnects link located in the service switchboard. c. Close all submain disconnects. d. Close all branch feeder circuit breakers. e. Turn all switches to "on" position, unplug all portable equipment from outlet receptacles. f. Measure the resistance of each phase to ground and phase to neutral. A properly calibrated "megger" type test instrument shall be used. The test voltage shall be a nominal 500 volts. g. Record all readings after one minute duration and document into a complete report. 2. Isolating Grounds: In the event that low resistance ground neutral connections are found in the system, they shall be isolated and located by testing each circuit individually as outlined above. Make proper corrections to restore the resistance values to an acceptable value. B. Method of Obtaining Ground Resistance shall be in accordance with the latest edition of the James G. Biddle (Plymouth Meeting, Pennsylvania) manual published on this subject. 1. Perform "fall -of -potential" 3 -point tests on the main grounding electrode of system per IEEE Standard No. 81, Section 8.2.1.5. when suitable locations for test rods are not available, a low resistance dead earth or reference ground shall be utilized. 2. Perform the two-point method test per IEEE Standard No. 81, Section 8.2.1.1, to determine the ground resistance between the main grounding system and all major electrical equipment frames, system neutral, and/or derived neutral points. CITY OF NEWPORT BEACH Electrical General Provisions GRANT HOWALD PARK Page 10 C. All Equipment and Personnel required for testing shall be furnished by the Contractor. D. The testing, calibrating and setting of all ground and ground fault equipment circuit breakers, device protection relays, and meters adjustable settings shall be by an independent Testing Laboratory. Set as recommended by the respective Manufacturer and coordination study so as to be coordinated with other protection devices within the Electrical Design. Bound and tabulated copies of the test and settings shall be sent to the Owner's Representative. E. State of California Title -24 Compliance Testing 1. Mandatory California Title -24 Building Energy Code, Part -6 acceptance testing. Shall insure that respective systems properly installed and functioning, all in conformance with Title -24. 2. Refer to Process Guide to Acceptance Testing, published by the State of California, complete the testing and documentation. 3. Perform California Title -24 Testing and Certification. Submit the completed Certification of Acceptance documentation to the AHJ and Owner's Representative. F. The Contractor shall complete the following work before any electrical equipment is energized: 1. All equipment shall be permanently anchored. 2. All bus connections shall be tightened per Manufacturer's instructions and witnessed by the Owner's Representative. 3. All ground connections shall be completed and identified. Perform and successfully complete all required megger and ground resistance tests. 4. All feeders shall be connected and identified. 5. The interiors of all electrical enclosures including busbars and wiring terminals shall be cleaned of all loose material and debris, paint, plaster, cleaners or other abrasive's overspray removed and equipment vacuumed clean. The Owner's Representative shall observe all interiors before covers are installed. 6. All dry wall work and painting shall be completed within areas containing electrical equipment prior to installation of equipment. 7. All doors to electrical equipment rooms shall be provided with locks in order to restrict access to energized equipment. 8. Electrical rooms shall not be used as a storage room after power is energized. 9. The electrical system time current coordination and Arc -Flash studies shall be complete for circuit breakers, ground relays sets, and circuit relay sets, fuses; set- up, tested and calibrated accordingly. Protection settings for all devices shall be completed and tested. CITY OF NEWPORT BEACH Electrical General Provisions GRANT HOWALD PARK Page 11 1.13 COMMISSIONING - CX A. General 1. The Commissioning shall verify the electrical systems for the term of the Contract, by observation; and by calibration; and by testing. The Commissioning shall ensure the electrical systems perform interactively and correctly, according to the Contract and Operational Requirements. 2. Commissioning shall provide startup, testing and documented confirmation of the Contract constructed systems, materials and work, functions in compliance within the criteria set forth in the Contract Documents to the satisfaction of the Owner's needs. The Commissioning Scope shall encompass each system identified as requiring "Commissioning" by the Contract Documents, including but not limited to: a. Electrical circuits' protection, short circuit, overcurrent, ground fault devices and electrical grounding. b. Electrical circuits monitoring and metering. c. Light fixtures, lamps and ballasts. d. Lighting control devices, equipment and lighting control systems. e. Additional systems described in the Contract Documents. 3. Commissioning process shall review all of the Shop Drawing submittals, including: a. Controls, Operation and Maintenance Requirements. b. Facility performance testing compliance. c. Project Contract Requirements compliance. d. Compliance with basis for design and operational descriptions provided in the Contract. 4. Commissioning shall be the process of ensuring all the systems described in the Contract Documents comply with the Contract Document design; all systems are installed properly; all systems are functional, tested and capable of being operated and maintained to perform within the Contract Requirements and design intent. 5. Functional setup, recalibration, correcting deficiencies, retesting and the associated costs, for system(s) that fail Commissioning, shall be the responsibility of the Contractor. The Contractor shall include all Commissioning costs in the Contract Scope of Work. 6. Complete all Commissioning functions prior to the occupancy of the facility by the Owner, unless directed otherwise by the Owner's Representative. 7. Submit six copies of Commissioning Documentation to Owner's Representative. B. Commissioning Procedures 1. Prepare a Commissioning Matrix identifying components and systems included in the Commissioning Scope; the status; actions completed and actions to be completed. 2. Verify Contractor compliance with Contract Document Requirements, Manufacturer's recommendations and approved Shop Drawings. CITY OF NEWPORT BEACH Electrical General Provisions GRANT HOWALD PARK Page 12 3. Perform startup, functional tests, reports, and document results. 4. Evaluate and document the setup parameters, operating condition and performance of each system at the time of functional test completion. Document and record each performance parameter and condition, in the Commissioning Report. 5. Schedule testing and prepare descriptions of testing. 6. Describe measures performed to correct deficiencies. 7. Verify that instructions to Owner's Representatives, operations and maintenance manuals comply with Contract Documents. 8. Prepare warranty matrix identifying the start dates, expiration dates, routine preventative maintenance dates and the Owner's responsibility for performing preventative maintenance and keeping logs for each maintenance function and warranty claims. 9. Confirm completion of all punch list items that have been acceptably accomplished and a list of what has not been acceptably completed. 10. Describe uncorrected deficiencies accepted by the Owner. C. Commissioning Phasing The Commissioning Phases of work shall include the following activities: 1. SDQ — Shop Drawing Qualification shall verify complete and correct Shop Drawings have been submitted. 2. IQ — The Installation Qualification of Contract Work shall verify systems are correctly and properly installed. 3. OQ — Verify systems interfaces and software is correctly and properly operational. 4. ITM — Verify the Contract Inspection, Testing and procedures for Maintenance are complete. 5. PQ — Performance Qualification complete the functional performance testing to validate each building system. 1.14 SERIES RATED EQUIPMENT Circuit protective Devices identified as "Series Rated" or "Current Limiting" (i.e., SR - Series Rated CLCB - Current Limiting Circuit Breaker; CLF - Current Limiting Fuse, etc.) shall be Series Rated and Tested (UL 489 and CSA5) by the Manufacturer with all equipment and circuit protective devices installed downstream of the identified Series Rated or Current Limiting Device. Provide nameplates on all equipment located downstream, including the SR, CLCB and CLF devices, to comply with N.E.C. paragraphs 110-22 and 240-83 "CAUTION SERIES RATED SYSTEM - NEW DEVICE INSTALLATIONS AND REPLACEMENTS SHALL BE THE SAME MANUFACTURER AND MODELS". CITY OF NEWPORT BEACH Electrical General Provisions GRANT HOWALD PARK Page 13 1.15 INDEPENDENT TESTING LABORATORY A. The Testing Laboratory shall meet Federal OSHA Criteria for accreditation of Testing Laboratories Title 29 Part 1907. B. Membership in the National Electrical Testing Association shall constitute proof of meeting said criteria, for testing of electrical systems. 1.16 SPARE FUSES Provide three spare fuses for each size and type to match the installed fuses where the fuses are provided as part of the Contract. Provide spare fuse holders on inside door of each respective fuse compartment. Provide engraved nameplate on front of fuse access door indicating fuse type/catalog number ampere rating and Manufacturer of fuse. 1.17 EQUIPMENT SEISMIC REQUIREMENTS A. Equipment Supports and Anchorage's Provided as Part of the Contract shall be designed, constructed and installed in accordance with the Earthquake Regulations of the California Building Code, Title 24, Section 1632A, and the Uniform Building Code (UBC). B. Provide Equipment Anchorage Details, Coordinated with the Equipment Mounting Provision, prepared, signed and "Stamped" with PE registration by a Civil or Structural Engineer licensed as a Professional Engineer (PE) in the State of California. C. Mounting Recommendations shall be provided by the Manufacturer based upon approved shake table tests used to verify the seismic design of that type of equipment. D. The Equipment Manufacturer shall certify that the equipment can withstand, and function following the seismic event, including both vertical and lateral required response spectra as specified in California Title 24 and the UBC. Alternatively, the Manufacturer's certification may be based on an approved detailed structural analysis of the assembly, as specified in California Title 24 and the UBC. E. The Equipment Manufacturer shall document the details necessary for proper seismic mounting, anchorage, and bracing of the equipment for back installation location. F. Seismic Qualification shall be considered achieved when the capability of the provided equipment, as described by the test response spectra, meets or exceeds the required response spectra as specified in California Title 24 and the UBC, for all equipment natural frequencies up to 35Hz. G. The Seismic Requirements are typical for each equipment item exceeding 100 pounds, including but not limited to the following: 1. Switchboards 2. Lighting equipment CITY OF NEWPORT BEACH Electrical General Provisions GRANT HOWALD PARK Page 14 1.18 ELECTRICAL WORK CLOSEOUT A. Prepare the following items and submit to the Owner's Representative before final acceptance. 1. Two copies of all test results as required under this Section. 2. Two copies of local and/or State Code Enforcing Authorities' Final Inspection Certificates. 3. Copies of Record Drawings as required under the General Conditions, pertinent Division One Sections and Electrical General Provisions. 4. Two copies of all receipts transferring portable or detachable parts to the Owner's Representative when requested. 5. Notify the Owner's Representative in writing when installation is complete and that a final inspection of this work can be performed. In the event any defect or deficiencies are found during this final inspection they shall be corrected to the satisfaction of the Owner's Representative before final acceptance can be issued. 6. List of spare fuses and locations identified by equipment name and building designation. 7. Prior to energizing, retighten to the proper torque, each circuit conductor lug landing, each bus bar (phases, neutral and ground) and circuit protection device threaded connections in all switchboards, switchgear, motor control centers, transformers, busways, disconnect switches, motor starters, motor terminals and panelboards, after the equipment is installed/connected and prior to energizing the equipment. The torque values shall comply with Manufacturer's recommendations. END OF SECTION 26 05 00 120319/535024 CITY OF NEWPORT BEACH Electrical General Provisions GRANT HOWALD PARK Page 15 SECTION 26 05 01 BASIC ELECTRICAL MATERIALS AND METHODS PART 1— GENERAL 1.1 SCOPE A. Work Included: All labor, materials, appliances, tools, equipment, facilities, transportation and services necessary for and incidental to performing all operations in connection with furnishing, delivery and installation of the work of this Section, complete as shown on the Drawings and/or specified herein. Work includes, but is not necessarily limited to the following: 1. Examine all other Sections for work related to those other Sections and required to be included as work under this Section. 2. General Provisions and Requirements for electrical work. 1.2 SUBMITTALS (ADDITIONAL REQUIREMENTS) A. Submit Product Data sheets for all Outlet Boxes, floor boxes, wiring devices, device plates, relays, contactors, timeswitches, transformers, and disconnect fuses. B. Submit Detailed Shop Drawings including Dimensioned Plans, elevations, details, schematic and point-to-point wiring diagrams and descriptive literature for all component parts for relays, time clocks, and photocells. C. Submit material list for outlet boxes. PART 2 — PRODUCTS 2.1 OUTLET AND JUNCTION BOXES A. General 1. Provide boxes of proper Code size for the number of wires or conduits passing through or terminating therein, but in no case shall box be less than 4.0 inches square by 2.125 inch deep, unless specified elsewhere or noted otherwise on the Drawings. Two and a half inch minimum depth for box widths exceeding 2 -gang. 2. Increase the minimum outlet box size to 4.69 inches square by not less than 2.125 inches deep, where one or more of the following conditions occurs: a. More than two conduits connect to the outlet box. b. Conduit "homerun" connects to outlet box. 3. Boxes installed in masonry or concrete shall be UL "concrete -tight" approved for installation in concrete, and shall allow the placing of conduit without displacing reinforcing bars. 4. Provide fixture -supporting device in outlet boxes for surface mounted fixtures as required. CITY OF NEWPORT BEACH Basic Electrical Materials and Methods GRANT HOWALD PARK Page 1 B. Surface Outlet Boxes 1. Surface mounted outlet boxes, cast iron Type FS or FD, with threaded hubs as required. Box interior dimensions and interior volume capacity not less than required for "press steel boxes", and "sheet steel boxes". Provide plugs in all unused openings. Provide weatherproof gaskets for all exterior boxes. 2.2 PULLBOXES A. Sizes as Indicated on the Drawings and in no case of less size or material thickness than required by the governing Code. Exercise care in locating underground pull boxes to avoid installation in drain water flow areas. 1. General purpose sheet steel pull boxes: Install only in dry protected locations with removable screw covers. Manufacturer's standard baked enamel finishes. 2. Weatherproof sheet steel pullboxes: Fabricate of code gauge, hot -dip galvanized steel with gasketed weathertight cover of same material. Manufacturer's standard baked exterior enamel finish. 3. Concrete pullboxes: Furnish complete with pulling irons, hot -dip galvanized traffic cover with hot -dip galvanized frame and four galvanized cable racks with porcelain blocks. The box to be set on a pea gravel base 12 -inches thick and as large as the bottom. Install a 3/4 -inch by 10 -feet copper clad ground rod for grounding all metal parts. After cables have been pulled and inspected, seal box between cover and frame with a mastic compound similar to Parmagum or Dukseal. Construction equal to prefabricated pull boxes as manufactured by Christy Fiberlyte or City approved equal. Refer to Drawings for size. Box covers shall comply with Federal ADA, UL, State and Local AHJ for slip resistance. Provide bead weld on cover to pull box to indicate services within pullbox (i.e., "480/ 277 -VOLT, 3-PHASE, 4 -WIRE ELECTRICAL". 2.3 SWITCHES A. Provide Circuit Switches Totally Enclosed, Bakelite or composition base, toggle type with 277 -volt AC rating for full capacity or contacts for incandescent or fluorescent lamp loads. Switch ratings shall be 20 -amp only. Color shall vary depending on installation location and shall be selected by Owner's Representative. B. Switches 1. Single Pole Switches Make Toggle Type Lock Type Hubbell #CS1221 #CS1221-L P&S #20AC 1 #20AC 1-L Sierra #5021 #5071 Leviton #1221 #1221-L 2. Double Pole Switch Make Toggle Type Lock Type Hubbell #CS 1222 #CS 1222-L P&S #20AC2 #20AC2-L CITY OF NEWPORT BEACH Basic Electrical Materials and Methods GRANT HOWALD PARK Page 2 Sierra #5022 #5072 Leviton #1222 41222-L 3. Three -Way Switches Make Toggle Type Lock Type Hubbell #CS 1223 #CS1223 P&S #20AC3 #20AC3-L Sierra #5023 45073-L Leviton #1223 #1223-L 2.4 RECEPTACLES A. All receptacles in flush type outlet boxes shall be installed with a bonding jumper to connect the box to the receptacle ground terminal. Grounding through the receptacle mounting straps is not acceptable. The bonding jumper shall be sized in accordance with the branch circuit protective device as tabulated herein under "Grounding". Bonding jumper shall be attached at each outlet to the back of the box using drilled and tapped holes and washer head screws 6-32 or larger (except isolated ground receptacles). For receptacles in surface mounted outlet boxes direct metal -to -metal contact between receptacle mounting strap (if it is connected to the grounding contacts) and outlet box may be used. Color shall vary depending on installation location and shall be selected by Owner's Representative. B. Duplex convenience receptacles shall be grounding type, 120 volt, 15 -amp and shall have two current carrying contacts and one grounding contact which is internally connected to the frame. Outlet shall accommodate standard parallel blade cap and shall be side wired: 1. P&S ................ #5262 2. Leviton .............. #5262 3. Hubbell .............. #CR5252 C. Duplex 20 -amp convenience outlets same as 15 -amp except ampacity shall be used where duplex receptacles are supplied by separate 20 -amp circuit: 1. P&S ................ #5362 2. Leviton ............ ..#5362 3. Hubbell ............ .. #CR5352 D. Ground fault convenience receptacles provide separate ground fault receptacle at each location indicated on Drawings. 1. Leviton ........... # 6398 2. Hubbell ........... # GFR5252 E. Weatherproof Receptacle: Ground fault type duplex receptacle, mounted in a flush hinged door enclosure with lock and key. Enclosure shall be a P&S #4600 with a #1591F46 receptacle. On exposed conduit runs, weatherproof ground fault type CITY OF NEWPORT BEACH Basic Electrical Materials and Methods GRANT HOWALD PARK Page 3 receptacle as herein before specified, installed in "FS" condulet with one of the following spring door type covers: 1. Hubbell .............#WP826 MP F. Special Outlets shall be as indicated on the Drawings. 2.5 PLATES Provide plates for every switch, receptacle, telephone, computer, television and other device outlets. All plates shall be stainless steel. 2.6 STRUCTURAL AND MISCELLANEOUS STEEL Structural and miscellaneous steel used in connection with electrical work and located out-of-doors or in damp locations, to be hot -dip galvanized unless otherwise specified. Included are underground pull box covers and similar electrical items. Galvanizing averages 2.0 ounce per square foot and conforms to ASTM A123. 2.7 DISCONNECTS (SAFETY SWITCHES) Disconnect switches shall be rated 600 volt AC, NEMA Type HD, quick -make, quick - break, h.p.-rated, fused Class "R", in NEMA Type I enclosure, lockable with number of poles and amperage as indicated on the Drawings. Provide neutral bus and conductor landing lugs, size to match conductors shown on Drawings. Where enclosure is indicated W.P. (weatherproof) switches shall be rain -tight NEMA Type 3R enclosure, lockable. Maximum voltage, current and horsepower rating clearly marked on the switch enclosure and switches having dual element fuses shall have rating indicated on the nameplate. 2.8 CONCRETE WORK A. Portland Cement 1. ASTM C33-67, Type II, Low Alkali Cement. Composed of Portland cement, coarse aggregate, fine aggregate, and water. a. Concrete for use as electrical equipment footings, lighting pole bases and equipment slabs on grade, concrete shall attain minimum 28 -day compressive strength of 4,500 psi, using not less than five sacks of cement per cubic yard of wet concrete. b. Concrete for underground duct/conduit encasement, the minimum 28 -day compressive strength shall be 4,500 psi. Provide a minimum of 10 -pounds of red oxide concrete coloring per yard of concrete. c. Mix shall obtain a 6 -inch slump, measured with standard slump cone per ASTM C145-58. 2. Coarse Aggregate: Uniformly graded between maximum size not over 1 %2 -inch and not less than 3/4 -inch and minimum Size #4, crushed rock or washed gravel. For concrete encased conduit only, maximum aggregate size shall be 1/2 -inch. 3. Fine Aggregate: Clean, natural washed sand of hard and durable particles varying from fine to particles passing 3/8 -inch screen, of which at least 12% shall pass 50 mesh screens. CITY OF NEWPORT BEACH Basic Electrical Materials and Methods GRANT HOWALD PARK Page 4 B. Water: Clean and free from deleterious quantities of acids, alkalis, salts, or organic materials. C. Reinforcement 1. Bars: Intermediate Grade Steel conforming to ASTM A15-66, with deformations conforming to ASTM A305-65, except #2 bars shall be plain. 2. Welded Wire Fabric: ASTM A185-64. 3. Bending: Conform to Requirements of ACI 318-63. D. Form Material: For exposed work, use PS 1-66 "B -B Concrete Form" plywood forms, or equal. Elsewhere, forms may be plywood, metal, or 1 -inches x 6 -inches boards. Forms for round lighting pole bases shall be sono -tube. PART 3 — EXECUTION 3.1 GROUNDING (ADDITIONAL REQUIREMENTS) A. Grounding shall be executed in accordance with all applicable Codes and Regulations, both of the State of California and local authorities having jurisdiction. B. Each pullbox or any other enclosure in which several ground wires are terminated shall be equipped with a ground bus secured to the interior of the enclosure. The bus shall have a separate lug for each ground conductor. No more than one conductor shall be installed per lug. C. The maximum resistance to ground shall not exceed 5 ohms. 3.2 OUTLET AND JUNCTION BOXES A. Surface mounted outlets shall be attached to concrete or masonry walls by means of expansion shields. 3.3 CONCRETE WORK A. Form 1. Space forms properly with spreaders and securely tie together. Do not use twisted wire form ties. Keep forms wet to prevent joints from opening up before concrete is placed. Replace improper construction as directed. Do not use wood inside forms. 2. Build in and set all anchors, dowels, bolts, sleeves, iron frames, expansion joints and other materials required for the Electrical Work. Place all items carefully, true, straight, plumb, and even. 3. Carefully remove all exposed forms. Cut nails and tie wires below face of concrete and fill all holes. Rubbish will not be allowed to remain in, under, or around concrete. CITY OF NEWPORT BEACH Basic Electrical Materials and Methods GRANT HOWALD PARK Page 5 B. Mixing: Use batch machine mixer of approved type. After ingredients are in mixer, mix for at least 11/2 -minutes. C. Transit Mixing: In lieu of mixing at site, transit mixing may be used if rate of delivery, haul time, mixing time, and hopper capacity is such that concrete delivered will be placed in forms within 90 minutes from time of introduction of cement and water to mixer. D. Placing of Concrete: 1. Before placing concrete, remove wood, rubbish, vegetable matter and loose material from inside forms. Thoroughly wet down wood forms to close joints. 2. Clean reinforcement; remove paint, loose rust, scale and foreign material. Bars with bends not called for will be rejected. Hold securely in place to prevent displacement. Lap bar splices 24 diameters, min; lap fabric one mesh minimum. Tie intersections, corners, splices with 16 gallon annealed wire, or as otherwise called for. 3. Place concrete immediately after mixing. Do not use concrete that has begun to set; no tempering will be allowed. If chuting is used, avoid segregation. In placing new concrete against existing concrete, use bonding agent per Manufacturer's directions. 4. Give careful and thorough attention to curing of concrete. Keep concrete and forms wet for a minimum of 10 days, after placing concrete. E. Concrete Finish 1. Finish of Exposed Concrete: Horizontal surfaces, steel troweled monolithic finish; vertical surfaces, smooth and free of fins, holes, projection, etc. 2. Exposed lighting pole bases shall be filled and sack finished to a smooth finish. END OF SECTION 26 05 01 120319/535024 CITY OF NEWPORT BEACH Basic Electrical Materials and Methods GRANT HOWALD PARK Page 6 SECTION 26 05 33 CONDUIT AND WIRE PART 1— GENERAL 1.1 SCOPE A. Work Included: All labor, materials, appliances, tools, equipment, facilities, transportation and services necessary for and incidental to performing all operations in connection with furnishing, delivery and installation of the work of this Section, complete as shown on the Drawings and/or specified herein. Work includes, but is not necessarily limited to the following: 1. Examine all other Sections for work related to those other Sections and required to be included as work under this Section. 2. General Provisions and Requirements for electrical work. 1.2 SUBMITTALS (ADDITIONAL REQUIREMENTS) A. Submit Product Data Sheets for all Wire, Supports, Conduit, Fittings and Splicing Materials. B. Submit Material List for all Conduit and Conduit Fittings. PART 2 — PRODUCTS 2.1 CONDUIT A. General 1. The interior surfaces of conduits and fittings shall be continuous and smooth, with a constant interior diameter. Conduits and conduit fittings shall provide conductor raceways of fully enclosed circular cross section. The interior surfaces of conduits and fittings shall be without ridges, burrs irregularities or obstructions. Conduits and fittings of the same type shall be of the same uniform weight and thickness. 2. Type of conduit, type of conduit fittings and conduit supports shall be suitable for the conditions of use and the conditions of location of installation, based on the Manufacturer's recommendations and based on applicable Codes. 3. All fittings for metal conduit shall be suitable for use as a grounding means, pursuant to the applicable Code Requirements. All metal conduit and metal conduit fittings shall provide 3 second duration ground fault current carrying ratings, when installed and connected to the respective conduit, as follows: a. RMC and EMT conduit fittings. 1) 0.5 inch through 1.5 inch conduit/fitting size, 10,000 -amp RMS. 2) 2.0 inch and larger conduit/fitting size, 20,000 -amp RMS. CITY OF NEWPORT BEACH Conduit and Wire GRANT HOWALD PARK Page 1 b. FMC and LTFMC Conduit Fittings 1) 0.5 inch through 1.25 inch conduit/fitting size, 1,000 -amp RMS (without external bonding jumper). 2) 1.5 inch through 4.0 inch fitting size, 10,000 -amp RMS with bonding jumper. 4. Protective corrosion resistant finish for metal conduit fabricated from steel and metal conduit fittings fabricated from steel, shall be as follows: a. Clean all metal surfaces (including metal threads) with acid bath "pickle" prior to coating, to remove dirt, oil and prepare surfaces for galvanizing. b. Hot -dip galvanized zinc coating on all interior and exterior steel surfaces. Minimum finish zinc coating thickness shall not be less than 0.002 inches. c. Threads shall be hot -dip zinc coated after machine fabrication. d. Exterior metal surfaces shall be finished with clear organic polymer topcoat layer, after galvanizing. e. The inner metal surfaces of conduit fittings shall be finished with a lubricating topcoat after galvanizing, to facilitate conductor pulling through the conduit/ fitting. 5. Threads for metal conduit and metal conduit fittings shall be taper -pipe -thread, National Pipe Standards (NPS) and shall comply with ANSI -B 1.20.1. 6. Metal conduit termination connector fittings shall be provided with a Manufacturer installed, insulating throat bushing inside the fitting. The bushing shall protect the wire conductor insulation from cutting, nicks and abrasion during conductor installation and electrical load "cycling" after installation is complete. The bushing shall comply with UL 94V-0 flammability. 7. Provide conduit bonding/grounding jumper from metal enclosures with "concentric ring" knockouts, to positively groundibond each respective conduit(s) to the metal enclosure. 8. Metal conduit fittings connecting to PVC coated metal conduit shall be PVC coated to match the conduit. 9. The conduit and fittings shall be watertight and airtight without cracks and pin- holes. B. Rigid Metal Conduit (RMC) 1. Rigid metal, round tubing, machine threaded at both ends. a. The conduit and conduit fittings shall comply with the Requirements for an equipment grounding conductor, pursuant to applicable Codes. 2. RMC Raceway types shall be as follows: a. Rigid Galvanized Steel conduit (RGS), minimum yield strength shall be 35,000 PSI. Shall comply with NEMA Standard 5-19 (latest revision); ANSI C80.1 and ANSI -C80.4 (latest revision); UL 514-B and UL 6 (latest revisions); National Pipe Standard Specification (latest revision). b. Intermediate steel Conduit (IMC). Shall comply with NEMA Standard 5-19 (latest revision) ANSI -C80.6 (latest revision); UL 2142 (latest revision). CITY OF NEWPORT BEACH Conduit and Wire GRANT HOWALD PARK Page 2 3. RMC Fittings a. Fittings shall be compatible with RGS and IMC. b. Fittings shall be rated "liquid tight". c. Fittings imbedded in concrete shall be rated "liquid tight" and "concrete tight". d. Connectors and couplings for terminating, connecting and coupling to RMC conduit shall be threaded metal. e. Fittings shall comply with ANSI C80.4 and ANSI C33-84 (latest revision); NEMA FBI (latest revision); UL 514 (latest revision). 4. RMC Fittings as manufactured by: a. For threaded enclosure, termination connection. 1) Thomas & Betts - 106 Series bonding locknut, 5302 Series sealing ring with stainless steel retainer. b. For non -threaded enclosure, termination connector. 1) Thomas & Betts - 370 Series watertight threaded sealing hub, 106 Series threaded bonding lock nut, Sta-Con Series enclosure bonding jumper and 3870 Series threaded ground bushing. 2) OZ/Gedney-CHMT/CHT watertight threaded hub with bonding locknut and GH50G Series enclosure bonding jumper. c. For RMC to RMC conduit -to -conduit coupling 1) Erickson - 674 (threaded) Series 2) OZ/Gedney Type 4 (threaded) Series 3) Threaded RMC conduit couplings, product of the same Manufacturer as the RMC conduit. C. Rigid Non Metallic Conduit (RNMC) 1. General a. Conduit and fittings shall be 90 degree centigrade conductor rated. Fabricated from homogeneous material, free from visible crack holes or foreign inclusions, with integral "end -bell". The conduit and conduit fittings shall be watertight and airtight. b. Conduit, conduit fittings and conduit fitting assembly "solvent cement" shall all be the product of the same Manufacturer. Conduit fittings shall be solvent cement welded watertight. c. Conduit and fittings shall be identified with legible markings showing ratings, size and Manufacturers name. d. RNMC and fitting shall be corrosion resistant, watertight. e. Conduit shall be suitable for conductor operating temperatures from minus 20 degrees centigrade to 90 degrees centigrade. f. RNMC shall comply with NEMA TC -2 (PVC 40 conduit, latest revision) NEMA TC -6 (EB conduit latest revision) and NEMA TC -3 (fittings, latest revision); UL 514 and UL 651 (latest revision). CITY OF NEWPORT BEACH Conduit and Wire GRANT HOWALD PARK Page 3 2. Polyvinyl Chloride (PVC) — RNMC a. PVC -Schedule 40 heavy wall construction. b. PVC -Schedule 80 extra heavy wall construction. c. PVC -Type EB. 3. RNMC fittings connecting to metallic raceways shall be provided with a ground/bond jumper connection. D. Conduit Bodies Conduit Fitting 1. Conduit bodies shall provide conductor access with a removable conduit body cover and wiring area enclosed in metal housing. The conduit body shall facilitate pulling conductors. 2. In-line form "C" conduit bodies shall be prohibited. 3. The interior space "length" of 90 degree "elbow" conduit bodies shall not be less than 6 times the diameter size of the largest conduit connecting to the conduit body. 4. Conduit body covers shall be removable, gasketed; watertight "domed" metal covers with threaded screw attachment to the conduit body. 5. Lubricated, reusable, wire roller guards inside the conduit body shall protect wire from insulation damage during wire "pulling". 6. Conduit body fittings shall comply with UL 514. 7. Conduit bodies as manufactured by: a. For RMC Conduit OZ/Gedney - LB 6X/Mogul (90 degree elbow) Series - threaded body. Appleton - LB/Mogul (90 degree elbow) Series - threaded body. 2.2 PVC COATING A. PVC Coatings shall be provided as described for specified metal products. B. PVC Coating shall be factory applied, to comply with NEMA-RN1 and 5-19. C. The Adhesion of the PVC Coating to the Coated Metal shall exceed the strength of the coating itself, based on 0.5 inch "strip -pull" test. D. Uniform Coating Thickness shall be continuous without "breaks" or "pinholes" and shall NOT be less than the following: 1. Exterior metal surfaces, 40 mil. coating thickness. 2. Interior metal surfaces, 10 mil. PVC or urethane coating thickness (i.e. interior of conduits, interior of conduit fittings etc.). 2.3 WIRE AND CABLE A. All Wire and Cable shall be copper, 600 volt, #12 AWG minimum unless specifically noted otherwise on the Drawings. Conductors #10 AWG and smaller shall be solid. Conductors #8 AWG and larger shall be stranded. Type of insulation as noted on CITY OF NEWPORT BEACH Conduit and Wire GRANT HOWALD PARK Page 4 Drawings as follows: Insulation of conductor connected to circuit protection devices required to be "100%" rated, shall be 90 degree rated insulation: 1. Type THHN/THWN insulation used for #4 AWG and smaller. 2. Type THW/XHHW or THHN/THWN insulation used for #2 AWG and larger. 3. Type THWN or XHHW insulation used for all panel feeders' switchboard feeders, motor control center feeders, transformer feeders and service conductors. 4. Type THHN insulation used for circuit conductors installed in fluorescent lighting fixture raceways, for conductors connected to the secondary of fluorescent or mercury vapor fixture ballast or other hot locations. 5. Type XHHW or THWN insulation shall be used where conductors are installed in conduit exposed to the outdoor weather. 6. The following color code for branch circuits: Neutral ... White (Tape feeder neutrals with white tape near connections) a. Normal Power 120/208 Volt Ground Green Phase A Black Phase B Red Phase C Blue 480/277 Volt Ground Green Phase A Brown Phase B Orange Phase C Yellow b. Isolated ground insulation shall be green with a longitudinal yellow stripe. 7. Feeders identified as to phase or leg in each panelboard with printed identifying tape. PART 3 — EXECUTION 3.1 TRENCHING, FOOTINGS, SLEEVES A. Provide Trenching, concrete encasement of conduits, backfilling, and compaction for the underground electrical work, in accordance with applicable Sections of this Specification. B. Provide Footings for all post and/or pole -mounted lighting fixtures: concrete shall conform to the applicable Sections of this Specification. 3.2 GROUNDING A. Grounding shall be executed in accordance with all applicable Codes and Regulations, both of the State and Local Authorities Having Jurisdiction. B. Where Nonmetallic Conduit is used in the Distribution System, the Contractor shall install the proper sized copper ground wire in the conduit with the feeder for use as an equipment ground. The electrical metallic raceway system shall be grounded to this ground wire. CITY OF NEWPORT BEACH Conduit and Wire GRANT HOWALD PARK Page 5 C. The Maximum Ground/Bond Resistance to the Grounding Electrode shall not exceed 1 ohms from any location in the electrical system. The maximum ground resistance of the grounding electrode to earth shall not exceed 5 ohms. D. Ground/Bond Conductors 1. Provide an additional, dedicated, green insulation equipment ground/bond wire inside each conduit type as follows. The metal conduit shall not be permitted to serve (function) as the only (exclusive) electrical ground return path: a. All types of nonmetallic conduit raceways including but not limited to: RNMC - Rigid Nonmetallic Conduit. b. FMC - Flexible Metal Conduit. c. LTFMC - Liquid Tight Flexible Metal Conduit. d. EMT - Electrical Metal Tubing when used to support receptacle power. 2. The equipment ground/bond wire shall be continuous from the electrical circuit source point of origin to the electrical circuit end termination utilization point as follows: a. Every conduit path containing any length of the above identified conduits. b. Every conduit path connected to any length of the above -identified conduits. 3. The equipment groundibond wire shall be sized as follows, but in no case smaller than indicated on the Drawings. Install equipment ground/bond wire in each conduit/raceway, with the respective phase conductors: a. Feeder, Subfeeders & Branch Minimum Equipment Circuit Protection Ground Wire Size 15 amp #12 20 amp #12 30 to 60 amp #10 70 to 100 amp #8 101 to 200 amp #6 201 to 400 amp #2 401 to 600 amp #1 801 to 1000 amp 2/0 1001 to 1200 amp 3/0 1201 to 1600 amp 4/0 1601 to 2000 amp 250 MCM 2001 to 2500 amp 350 MCM 2501 to 4000 amp 500 MCM 4. Splices in ground/bond wires shall be permitted only at the following locations: a. Ground buses with listed and approved ground lugs. b. Where exothermic welded ground/bond wire splices are provided. 5. Provide ground/bond wire jumpers for conduit fittings with ground lugs, expansion and deflection conduit fittings at conduit fittings connecting between metallic and non-metallic raceways and to bond metal enclosures to conduit fittings with ground lugs. CITY OF NEWPORT BEACH Conduit and Wire GRANT HOWALD PARK Page 6 E. Ground Conductors for Branch Circuit Wiring shall be attached at each outlet to the back of the box using drilled and tapped holes and washer head screws, 6-32 or larger. F. Each Panelboard, Switchboard, Pull Box or any other enclosure in which several ground wires are terminated shall be equipped with a ground bus secured to the interior of the enclosure. The bus shall have a separate lug for each ground conductor. No more than one conductor shall be installed per lug. 3.3 CONDUIT A. General 1. The sizes of the conduits for the various circuits shall be as indicated on the Drawings, but not less than the conduit size required by Code for the size and quantity of conductors to be installed in the conduit. 2. Conduits shall be installed concealed from view. 3. Conduits shall be provided complete with conduit bends, conduit fittings, outlet boxes, pullboxes, junction boxes, conduit anchors/supports, grounding/bonding for a complete and operating conductor/wire raceway system. 4. Metal and nonmetal conduits shall be provided mechanically continuous between termination connection points. Metal conduit shall be provided electrically continuous between termination connection points. 5. Individual conduit paths and home runs shown on the Drawings shall be maintained as separate individual conduits for each homerun and path. 6. Transitions between conduits constructed of different materials and occurring in above grade locations shall be allowed only at outlet boxes, junction boxes, pull boxes and equipment enclosures unless specifically indicated otherwise. Provide outlet boxes and junction boxes. 7. Metal conduit terminating to nonmetal enclosures; terminating into metal enclosures with "concentric.ring" knockouts; terminating into metal enclosures with knockout reducing washers, including but not limited to equipment housings, outlet boxes, junction boxes, pull boxes, cable trenches, manholes, shall be provided with a ground/bonding lug integrated with the conduit termination conductor fitting construction, by the Fitting Manufacturer. The lug shall provide for connection of a grounding/bonding conductor (insulated or uninsulated). The grounding lug shall be located on the fitting, inside the termination enclosure. 8. The type of conduit, type of conduit fittings, and type of conduit supports and method of conduit installation shall be suitable for the conditions of use and conditions of location of installation based on the Manufacturer's recommendations; based on the applicable Codes and based on the Requirements of the Contract Documents. CITY OF NEWPORT BEACH Conduit and Wire GRANT HOWALD PARK Page 7 B. RMC Installation Locations RGS, IMC conduits and RGS, IMC fittings shall be installed in the following locations: 1. Embedded in foundations, and footings constructed with concrete. 2. Embedded in walls and foundations constructed with brick and masonry. 3. Exterior of building for exposed conduit locations. 4. Damp or wet locations, exposed or concealed locations. 5. Exposed on roofs. 6. Exposed on utility service poles, for pole risers less than 9 feet above finish grade. C. PVC Coated RMC Installation Locations PVC coated RMC conduit and PVC coated RMC fittings shall be installed in the following locations: 1. Underground conduit locations for elbows and bends with a radius of less than 36 times the conduit diameter. 2. Underground vertical risers extending above grade. 3. Installed in contact with earth or corrosive materials. 4. Exposed conduit in interior locations. D. RNMC Installation Locations RNMC conduit and RNMC fittings shall be installed in the following locations containing only "non -hazardous material": 1. Underground, concealed below earth grade, unless specifically noted or specified otherwise. 2. Exposed on utility service poles, for pole risers at 9 feet or higher above finish grade, schedule 80 PVC only. 3. RNMC type `BB" conduit(s) shall be concrete encased along the entire length of the conduits for all installation locations. E. Conduit Installation 1. Conduit Separation a. Conduit installed underground or below building slab without full concrete encasement: Shall be separated from adjacent conduits of identical systems (i.e. signal to signal, data to data, power to power, control to control etc.) by a minimum of 3 -inches. Conduits of non -identical systems (i.e. signal to power; data to power; power to control; signal to control, etc.) shall be separated by a minimum of 12 -inches. b. Conduit installed underground with full concrete encasement; shall be separated from adjacent conduits of similar systems (100 volt and less) by a minimum of 2 -inches; conduits for non -power systems (100 volts and less to ground) shall be separated by a minimum of 6 -inches from power circuits (over 100 volts to ground); conduits for power circuits shall be separated from CITY OF NEWPORT BEACH Conduit and Wire GRANT HOWALD PARK Page 8 adjacent conduits of similar power systems (over 100 volts to ground) by a minimum of 3 inches. c. Separation of conduits entering termination points or crossing other conduits may be reduced as required within 60 inches of the termination or crossing points. d. Conduits containing Utility Company service circuits (i.e. electrical power, telephone, or cable television) shall be separated a minimum of 12 inches from all other utilities and conduits, with or without concrete encasement; metallic or non-metallic conduit, above grade or underground conduit locations. 2. Conduit stubs a. Conduits stubbed underground outside of building line for future use shall be terminated a minimum of 5 -feet clear (whichever distance is greater) of building or adjacent concrete walks and AC paving. The stubout conduit shall be capped. Provide concrete monuments, 6 -inches x 6 -inches x 15 -inches deep, buried flush with grade over the capped ends. The face of monument shall be furnished with 3 -inches square brass plates securely mounted and engraved with the number and size of conduits and type of service (i.e., "POWER", "TEL.", etc.). 3. Conduit concrete encasement: a. Conduits which are run underground exterior to building slab shall be continuously concrete encased except, 15 -amp, 20 -amp and 30 -amp power branch circuit conduits underground do not require concrete encasement. b. PVC rigid -non -metallic-type EB conduit, of any size and any location shall be continuously concrete encased the full length of the conduit installation, including under building slab. c. Concrete for encasement of underground conduits shall be 2000 PSI 28 days cures strength with a maximum of3/4-inch gravel. Concrete encasement of conduits shall be continuous without voids. The encasement shall extend 3 - inches past the edges of all conduits on all sides of the circuit. Provide a continuous yellow 12 -inches wide flat plastic tracer tape, located 12 -inches above the concrete. The tracer tape shall be imprinted with "Warning -Electric Circuits" a minimum of 24 inches on center. d. Conduits located below or adjacent to structural foundations shall be separated from the foundation by a minimum of 12 inches. Conduits located below structural foundations shall be fully and continuously concrete backfilled and encased between the bottom of the foundation to the bottom of the conduits. The concrete shall be 4000 PSI 28 -day cure strength instead of 2000 -PSI concrete. 4. Underground Conduits a. Three or more underground conduits larger than 1 -inch in size and occupying the same trench shall be separated and supported on factory fabricated, non- metallic, duct/conduit support spacers. The spacers shall be modular, keyed interlocking type, "built-up" to accommodate quantity, size orientation and spacing of installed conduits. The spacers shall maintain a constant distance CITY OF NEWPORT BEACH Conduit and Wire GRANT HOWALD PARK Page 9 between adjacent conduit supports and hold conduits in place during trench backfill operations. Minimum support spacer installation interval along with length of the conduits shall be as follows: 1) Concrete encased conduits, not less than 8 feet on center. 2) Non -concrete encased conduits, not less than 5 feet on center. b. Provide trenching, excavation, shoring and Backfilling required for the proper installation of underground conduits. Tops of backfill shall match finish grade. c. Bottoms of trenches shall be cut parallel to "finish grade" elevation. Make trenches 12 -inches wider than the greatest diameter of the conduit. d. Backfilling Trenches for Conduits without Concrete Encasement Requirements 1) Conduits which are not required by the Contract Documents to be concrete encased and are located exterior to building slab, shall be set on a 3 -inch bed of damp clean sand. Conduit trenches shall be backfilled to within 12 - inches of finished grade with damp sand after installation of conduit is completed. Remainder of backfill shall be native soil. 2) Conduits located under a building which are not required by the Contract Documents to be concrete encased, shall be completely backfilled and compacted with clean damp sand to the same level as the building foundation pad. 3) Provide a continuous yellow 12 inches wide flat plastic tracer tape, located 12 inches above the conduits in the trench. The tracer tape shall be imprinted with "Warning -Electric Circuits" a minimum of 24 inches on center. e. Backfilling Trenches for Conduits with Concrete Encasement Requirements by the Contract Documents. 1) Trenches with all conduits concrete encased shall be backfilled with clean damp sand when located under building pads. 2) Trenches with all conduits concrete encased and not located under a building pad and not located under paved areas shall be backfilled with clean damp sand or native soil. f. Backfill Material 1) Sand and native soil backfill of trenches shall be machine vibrated in 6 - inch lifts to provide not less than 90% compaction of backfill. 2) Concrete and slurry mix shall be machine vibrated during installation to remove "air -voids". 3) Soil shall have no stones, organic matter of aggregate greater than 3 inches. 4) The slurry mix shall consist of concrete, clean sand and clean water mixture. Maximum shrinking of slurry mix shall not exceed 5% wet to dry. g. Do not backfill until Owner's Representative has approved Installation and As -Built Drawings are up to date. Promptly install conduits after excavation CITY OF NEWPORT BEACH Conduit and Wire GRANT HOWALD PARK Page 10 has been done, so as to keep the excavations open as short a time as possible. Excess soil from trenching shall be removed from the site. h. Install underground conduit, except under buildings, not less than 36 -inches below finished grade in non -traffic areas and 30 -inches below finished grade in traffic areas, including roads and parking areas. Not less than 48 -inches below finished grade under public/private transit system right of way and rail- road right of way. Dimensions shall be measured to the top of the conduit. j. Conduit crossing existing underground utilities shall cross below the bottom depth of the existing utilities. If the top portion of the existing utility depth below finish grade exceeds 72 inches and the specified separation and depths are maintained when crossing over the top of the existing underground utility, the conduit may cross above the existing underground utility. k. Provide long radius horizontal bends (minimum radius of 36 times the conduit diameter) in underground conduits where the conduit is in excess of 100 feet long. 1. Conduits installed below grade and on grade below buildings, shall not be smaller than 0.75 inches. Conduits for circuits exceeding 600 volts shall not be smaller than 5.0 inches. m. Underground conduits entering a building shall be sloped. The conduit direction of slope shall be away from the building, and shall prevent water in the conduit from "gravity draining" towards the building. The conduit slope "high point" shall originate from the building, out to the first exterior pullbox, manhole etc. exterior conduit termination "low point". The minimum slope angle shall be a constant 8 inches (or greater) of fall for each 100 feet of conduit length. n. Dewatering 1) Provide pumping to remove, maintain and dispose of all water entering the excavation during the time the excavation is being prepared, for the conduit laying, during the laying of the conduit, and until the backfill at the conduit zone has been completed. These provisions shall apply on a continuous basis. Water shall be disposed of in a manner to prevent damage to adjacent property. Trench water shall not be drained through the construction. Groundwater shall not be allowed to rise around the pipe until joining compound has firmly set. 2) The Owner's Representative shall be notified 48 hours prior to commencement of dewatering. 5. Raceway/Conduits, which are installed at this time and left empty for future use, shall have 0.25 inch diameter polyvinyl rope left in place for future use. The pull rope shall be 500 -pound minimum tensile strength. Provide a minimum of 5 feet of slack at each end of pull ropes. CITY OF NEWPORT BEACH Conduit and Wire GRANT HOWALD PARK Page 11 6. Conduit Bends Risers and Offsets a. The minimum bend radius of "factory or field" fabricated conduit bends shall not be less than the following. The bend radius shall be measured at the surface, inside radius of the conduit wall. 1) RMC and EMT conduit minimum bend radius - conduit for power circuits over 100 volts and less than 600 volts, 8 times conduit diameter. Conduit for power circuits over 600 volt, 12 times conduit diameter. Conduit for signal and fiber optic circuits, 10 times conduit diameter. 2) RNMC conduit - conduit minimum bend radius 36 times the conduit diameter. Under building reduce minimum bend radius to 10 times the conduit diameter. Conduit bends and offsets in RNMC with less than 36 times conduit diameter bend/offset radius shall be RNMC PVC Schedule 80 or PVC coated RGS. 3) Conduits for Utility Company conductors. Conduit minimum bend radius shall comply with the respective Utility Company Requirements. b. Bends and offsets in conduits shall be kept to an absolute minimum. The total summation of all bends and offsets permitted in a conduit segment, occurring between two conduit termination/ connection end points, shall not exceed the following, including conduit fittings: 1) RMC conduit - 360 angular degrees 2) RNMC conduit - 270 angular degrees c. Each field fabricated conduit offset, bend and elbow which are not the standard product of the Raceway/Conduit Manufacturer shall be mandrel tested. The test shall be conducted after the conduit installation is complete and prior to pulling -in any wire, in the same manner as for underground conduits. d. Factory manufactured angle connector conduit fittings shall be installed in exposed conduit locations only. Installation in locations normally concealed from view shall not be permitted. Not more than one factory manufactured angle connector shall be permitted in any length of conduit between conduit termination end points. e. RNMC conduit risers from below grade shall be PVC coated RGS. Conduit risers, bends or offsets entering into a building shall be PVC coated RGS. f. If three or more conduit -bends of the same conduit size and same conduit material type, installed, as part of the Contract Work, fail to comply with the required minimum conduit bend radius or conduit angular degree limits. The following corrective actions shall occur: 1) The Contractor shall remove all the non -complying conduit bends and the respective wire in the conduit from the project site. Provide new conduit and wire, complying with the Contract Documents. 2) Where the conduit bends similar to the non -complying conduit bends are installed concealed in walls, floors, above ceilings or below grade, the Contractor shall expose the conduit bends to allow visual observation. CITY OF NEWPORT BEACH Conduit and Wire GRANT HOWALD PARK Page 12 3) The Contractor shall remove the non -complying conduit bends and dispose of the Project site. The Contractor shall provide new conduit bends and conductors complying with the Contract Documents. 4) All the costs to correct the deficient material and work along with costs to repair the direct, indirect, incidental damages and Contract delays shall be the sole responsibility of the Contractor and shall be included in the bid price. 7. RNMC Conduit a. Joints and fittings shall be solvent welded to RNMC conduit. Joints and fittings shall be watertight and airtight after fabrication. 8. Tighten each conduit fittings and fitting appurtenance, to the "torque" (allowable tolerance ±5%) value recommended by the Fitting Manufacturer and applicable Code. If three or more conduit fittings are found to not be in compliance with the Manufacturer's "torque" (tightness) recommendations, the following corrective actions shall occur: a. The Contractor shall tighten "re -torque" the defective fittings and all similar conduit fittings installed as part of the Contract Documents in the presence of the Owner's Representative. b. If the respective conduit fittings similar to the deficient "torque tightness" fittings are installed concealed in walls, floors, above ceilings or below grade, the Contractor shall expose the fitting, to allow retightening each similar conduit fitting to the Manufacturers recommended "torque" values. c. All the cost to repair the direct, indirect, incidental damages and contract delays resulting from complying with these Requirements shall be the sole responsibility of the Contractor and shall be included in the bid price. F. Conduit Bodies 1. Conduit bodies shall be installed in exposed conduit locations only or above accessible ceilings. 2. Conduit bodies shall be accessible for removing body cover and pulling wire through the conduit body. 3. Conduit bodies shall not be installed inside enclosed walls. 3.4 WIRE AND CABLE A. Branch Circuit and Fixture Joints for #10 AWG and Smaller Wire shall be made with UL approved connectors listed for 600 volts, approved for use with copper and/or aluminum wire. Connector to consist of a cone-shaped, expandable coil spring insert, insulated with a nylon shell and two wings placed opposite each other to serve as a built-in wrench or shall be molded one-piece as manufactured by 3M-"Scotchlok". B. Branch Circuit Joints of #8 AWG and Larger shall be made with screw pressure connectors made of high strength structural aluminum alloy and UL -approved for use with both copper and/or aluminum wire as manufactured by Thomas & Betts. Joints shall be insulated with plastic splicing tape, tapered half -lapped and at least the thick - CITY OF NEWPORT BEACH Conduit and Wire GRANT HOWALD PARK Page 13 ness equivalent to 1.5 times the conductor insulation. Tapes shall be fresh and of quality equal to Scotch. C. Use UL Listed Pulling Compound for Installation of Conductors in Conduits. D. Correspond each Circuit to the Branch Number Indicated on the Panel Schedule shown on the Drawings except where departures are approved by the Owner's Representative. E. Control wiring to conform to the wiring diagrams shown on the Mechanical Drawings and the Manufacturer's Wiring Diagrams. F. All Splices in Exterior Pullboxes and Light Poles shall be cast resins encapsulated. 1. Power conductor splices - 3M Scotchcast Series 82/85/90; Plymouth or equal. 2. Control and signal circuits 3M Scotchcast Series 8981 thru 8986, Plymouth or equal. G. Neatly group and lace all wiring in panelboards, motor control centers and terminal cabinets with plastic ties at 3 -inches on centers. Tag all spare conductors. END OF SECTION 26 05 33 120319/535024 CITY OF NEWPORT BEACH Conduit and Wire GRANT HOWALD PARK Page 14 SECTION 26 50 00 LIGHTING FIXTURES PART 1 - GENERAL 1.1 SCOPE A. Work Included: All labor, materials, appliances, tools, equipment necessary for and incidental to performing all operations in connection with furnishing, delivery and installation of the work of this Section, complete, as shown on the Drawings and/or specified herein. Work includes, but is not necessarily limited to the following: 1. Examine all other Specification Sections and Drawings for related work required to be included as work under Division 26. 2. General Provisions and Requirements for electrical work. 1.2 SUBMITTALS (ADDITIONAL REQUIREMENTS) A. General 1. Submit certification letter from Manufacturers of led or lamps and ballasts and power/driver supplies, (or alternately, Manufacturer's published catalog data) stating/showing the specific LED or lamp, ballast, or power/driver supply combination comply with Manufacturer recommendation and approval for the combined use, shown on the Drawings. 2. Provide complete Manufacturers catalog data information for each light fixture (luminaire), ballast, power/driver supplies, LED or lamps, materials, auxiliary equipment/devices, finishes and photometrics. B. Performance Certification 1. Submit Manufacturer's Certified LED or lamp and ballast tests report data showing compliance with Contract Document. 2. Submit Manufacturer's letter of certification for each fixture type, confirming the proposed combination of specific LED or lamp, ballast, power/driver supply and auxiliary components for each light fixture (luminaire) type will function together correctly and perform in compliance with the Requirements of the Contract Documents as follows: "The proposed lamp(s), LED or lamp ballast(s), drivers, (where, applicable), lamp sockets and fixture have been tested as an assembly. The proposed fixture products assemblies are certified by the Manufacturer to function within the required temperature, lumen output, electrical characteristics and operational life described in the Contract Documents". C. Light Fixture Samples 1. If requested by the Owner's Representative, provide a sample of each fixture proposed as a substitution for a specified fixture. Sample fixture shall be CITY OF NEWPORT BEACH Lighting Fixtures GRANT HOWALD PARK Page 1 complete with specified lamps, 3 -wire grounding "SO" cord and plug for 120 -volt 60Hz, AC plug-in operation. Sample fixtures shall be delivered to the Owner's Representative's office for review, the samples shall be picked up within 10 - working days after review comments have been received; any samples left beyond this time will be discarded by the Owner's Representative. Decision of Owner's Representative regarding acceptability of any lighting fixture is final. 1.3 QUALITY ASSURANCE (ADDITIONAL REQUIREMENTS) A. Work and Materials shall be in full accordance with the latest Rules and Regulations. The publications shall be included in the Contract Document Requirements. If a conflict occurs between the following publications and any other part of the Contract Documents, the Requirements describing the more restrictive provisions shall become the applicable Contract definition: 1. UL — Underwriters' Laboratory: a. UL — 1572: HID Lighting Fixtures b. UL — 1570: Fluorescent Lighting Fixtures c. UL — 1029: HID Ballast d. UL — 935: Fluorescent Lamp Ballast e. UL — 542: Lamp Holders, Starters, and Starter Holders f. UL — 8750 and 1598C: Light Emitting Diode — LED Equipment for use in Lighting Products and Replacements 2. NEMA — National Electrical Manufactures Association: a. NEMA — LE4:Recessed Luminaries Ceiling Compatibility b. NEMA — SSL #1, #3 and #6: Electronic Drivers for LED; LED and Incandescent Lamp Replacement c. NEMA— LSD #44, #45, #49 and #51: SSL -Solid State Lighting 3. United States Federal Government: a. FCC — Part 18: EMI and RFI emissions limitations. b. EPA: Energy Conservation Publications and Waste Disposal Regulations. 4. ETL and C.B.M. Certified and Approved. 5. Electrical Installation Standards, National Electrical Contractors' Association: a. NEIS/NECA and IESNA — 500: Recommended Practice for Installing Indoor Commercial Lighting Systems. b. NEIS/NECA and IESNA — 501: Recommended Practice for Installing Exterior Lighting Systems c. NEIS/NECA and IESNA — 502: Recommended Practice for Installing Industrial Lighting Systems. 6. Illuminating Engineering Society — IES (IESNA): a. IES — LM41: Photometric and Reporting. b. IES — 587: Transient Surge Protection. c. IES — LM79: Solid State Lighting (SSL) Testing and Measurement. d. IES — LM80: Testing for Lifetime of LED. CITY OF NEWPORT BEACH Lighting Fixtures GRANT HOWALD PARK Page 2 7. ANSI -American National Standards Institute: a. ANSI — C81 b. ANSI — C82 c. ANSI—C62.41: Transient Withstand d. ANSI—C78: Lamps 8. State California Code of Regulations - Title -24 Energy Code PART 2 - PRODUCTS 2.1 GENERAL A. Complete Fixture 1. Provide light fixtures complete including LED or lamps, ballasts, drivers, lamp holders sockets, housings, ceiling and wall trim "rings" for each ceiling type, mounting and adapter support brackets, diffusers/lenses and outlet boxes. B. Specific Fixture Requirements and Fixture Schedule Information 1. The catalog numbers included in the description of the various types of lighting fixtures shall be considered to establish the type or class of the fixture with a particular Manufacturer only. The fixture length, number of lamps and lamp types, component materials, accessories, mounting type, ceiling, wall and install adapters, operation voltage, and all other components required to fulfill the total description of the fixture based on all Drawing information, branch circuits, voltages, Specification information, and shall be included in the Contract Requirements regardless of whether or not the catalog number specifically includes these components. 2. Lighting fixtures shall be the types as indicated in fixture schedule on the Drawings and as described in the Specifications. 3. All fixtures of the same fixture type shall be the same Manufacturer and of identical finish and appearance, unless indicated otherwise on Drawings. C. Manufacturer Certification of Operation 1. Lamps and lamp ballasts and power supplies (drivers) shall be recommended and certified by the respective Manufacturer(s), to be "matched" to operate correctly together, within the published characteristics, for efficacy, lamp starting, operating life hours, lumen output, power factor, power input, operating line ampere, sound intensity, and temperature. 2.2 LIGHT FIXTURES (LUMINAIRES) A. General 1. Lighting fixtures shall have all parts, ballasts, drivers, sockets, support attachments, trim flanges and fittings necessary to complete and properly install the fixture at the indicated installation locations. All fixtures shall be provided with lamps of size and type specified. CITY OF NEWPORT BEACH Lighting Fixtures GRANT HOWALD PARK Page 3 2. Ceiling and/or wall surface mounted lighting fixtures shall not have any exposed chase nipples or conduit knockouts visible to view within fixture housing. Lighting fixtures mounted in continuous rows shall have chase nipples or conduit knockouts between lighting fixture housing, but shall not have visible chase nipples/conduit knockouts on the visible ends of the continuous row of lighting fixtures. 3. Where fixture color is indicated to be selected by the Architect and/or Owner's Representative, provide two color chip samples for each color for review. 4. Recessed fixtures with attached junction box shall be provided with a junction box permanently attached to the plaster ring so that the junction box is accessible through the fixture opening when the fixture is removed. Connection between fixture and pull box shall be flexible metal conduit with not less than 16 AWG "AF" or "CF" type fixture rated copper wires, high temperature wire insulation for not less than 600 volts AC. The flexible conduit shall be sufficient length, so that when the fixture is removed, the pull -box is readily accessible. 5. Recessed fixtures shall be Underwriters' Laboratory approved for recessed installation with plaster frame and attached pull box. Lamp enclosure, reflectors and finish wiring shall not be installed until plastering is completed. Exposed finish trim shall not be installed until finish painting of the adjacent surface is completed. 6. The fixture shall bear Underwriters' Laboratory label of approval for the wattage and installation indicated. 7. Light fixtures installed outdoors, in damp or wet locations shall be UL labeled for said location as "damp -location" and "wet -location" for the respective installation location. 8. Fixtures in contact with thermal/building insulation shall be UL listed and rated for direct contact installation in thermal insulation systems. 9. Lamp auxiliary support brackets shall be heat -resistant, non -dielectric. Alternatively, metal auxiliary lamp support brackets shall be electrically isolated from the fixture, to prevent glass decomposition. 10. Lighting fixtures installed in masonry and/or concrete construction. The fixture housing shall be rated for "concrete -pour" installation location. 11. Provide a permanent label inside each light fixture stating the following relamping information. Not less than 0.125 -inch high black alphanumeric characters on white background. "Replacement lamp(s) installed in this light fixture must comply with the following criteria: *: CRI*: Lamp Watts *: CCT -K *: Lamp Lumens Only lamp rated * type lamp ballast shall be installed in this fixture. " *Insert the value required for the specific lamp required by the Contract Documents for each light fixture. CITY OF NEWPORT BEACH Lighting Fixtures GRANT HOWALD PARK Page 4 2.3 SOLID STATE LIGHTING (SSL), LIGHT EMITTING DIODES (LED) LAMPS, POWER SUPPLIES, AND LIGHT FIXTURES (ADDITIONAL REQUIREMENTS) A. General 1. Solid State LED light source (lamps), related control equipment (driver -power supply), and luminaire (light fixture) optics for light output distribution. 2. Shall comply with the US -DOE Energy Star Program for SSL -LED. Submit documentation with Shop Drawings. 3. Shall comply with the latest revision IESNA LM -79 and LM -80. Submit documentation with Shop Drawings. 4. SSL chromaticity shall comply with latest revision NEMA and ANSI — C78.377. Submit documentation with Shop Drawings. 5. Submit with Shop Drawings two samples of each light fixture type employing SSL, with prewired 120 volt, 60Hz AC "SO" cord and plug-in cap. B. LED Lamps 1. Lamp lumen output and overall efficiency shall be based on the LED lamps installed in specified fixture and ambient operating temperature. 2. Lamp Color Rendition Index (CRI) shall equal or exceed CRI — 80, unless noted otherwise on Drawings. 3. Lamp color output shall be 4000 -degree K (±100K), unless noted otherwise on Drawings. 4. CRI and lamp color temperature shall be same for all light fixtures of the same fixture type. C. LED Power Supply (driver) 1. Combination of power -supply and SSL — lamp shall be tested and certified by respective Manufacturers for performance and proper operation. 2. Provide dimming type driver where indicated on Drawings. Driver and dimming equipment shall be tested and certified by respective Manufactures for performance and proper operation. 2.4 LIGHTING STANDARDS (SUPPORT POLES, POLE MOUNTED LIGHTING FIXTURES AND LUMINAIRES) A. General 1. Lighting poles, pole bases, pole arms, lighting fixtures (luminaires), supports with all lighting pole attachments and anchors shall be designed and constructed to withstand not less than 100 miles per hour steady horizontal wind loading and 130 miles per hour horizontal wind gust loading, without any damage to the lighting standards. 2. Provide tamper-resistant "hand -hole" and cover on the pole, for access into wiring terminations inside the pole. Provide ground "lug" attachment for equipment bond conductor. CITY OF NEWPORT BEACH Lighting Fixtures GRANT HOWALD PARK Page 5 3. Provide factory applied weather protective base undercoat and final finish on all exposed and internal components. Color as indicated or as selected by Owner's Representative. B. Base Plate 1. Provide a base plate at the bottom of each pole to attach and secure the pole to the pole anchor bolts. The base plate shall be permanently attached to the bottom of the pole. C. Anchors 1. Anchor bolts shall be threaded the entire bolt length, not less than four bolts for each pole equally spaced around the pole base. Provide a minimum of two threaded nuts for each anchor bolt. Install a nut on the top and bottom sides of each base plate anchor bolt location. Not less than four threads shall be exposed after pole is installed and leveled. PART 3 - EXECUTION 3.1 LIGHT FIXTURE INSTALLATION A. General 1. The Contractor shall aim the exterior adjustable lighting fixtures after dark in the presence of, and at a time convenient to the Owner's Representative. 2. Fixtures shall be ordered and furnished to operate correctly on the branch circuit voltage connected to the respective fixture as shown on the Site Plan Electrical Drawings. The voltages shown on the fixture schedule are for generic fixture information only. 3. Install and connect lighting fixtures to the circuits and control sequences indicated on the Drawings and to comply with respective Manufacturer's instructions/ recommendations. 3.2 LENS AND DIFFUSERS Lens, diffusers, internal reflectors shall be completely cleaned of all dust, dirt and finger- prints after the installation of the light fixtures and lamps, and after all trades have completed work and prior to occupancy of the facility by the Owner. 3.3 COMMISSIONING LIGHTING FIXTURES (ADDITIONAL REQUIREMENTS) A. General 1. Verify correct lighting control configurations and operation in each room. 2. Simulate normal source power failure by "opening" (turn off) building main service disconnect and verify connections and operation of each emergency lighting fixture. CITY OF NEWPORT BEACH Lighting Fixtures GRANT HOWALD PARK Page 6 3. Remove protective shipping/installation shields on fixtures. Verify fixtures and lamps are clean and free of construction debris. Clean light fixtures found to be contaminated or dirty. 4. Setup, program, and function test lighting control systems to perform each of the indicated control functions, area/room zones and sequences. 5. Provide "aiming", directional adjustment of light fixtures, both indoor and out- door. Aiming shall comply with Manufacturer's aiming diagrams, and as directed by Owner's Representative. END OF SECTION 26 50 00 120319/535024 CITY OF NEWPORT BEACH Lighting Fixtures GRANT HOWALD PARK Page 7 APPENDIX A PROJECT GEOTECHNICAL REPORT ADDENDUM GEOTECHINCAL RECOMMENDATIONS PREPARED BY PROJECT GEOTECHNICAL ENGINEER, GMU DATED: FEBRUARY 17, 2020 (REVISED MARCH 10, 2020), APRIL 10, 2020 AND APRIL 16, 2020 r►II I %3VIV Preliminary Geotechnical Investigation Report Grant Howald Park Rehabilitation 3000 51' Avenue, Corona Del Mar, California Prepared For CITY OF NEWPORT BEACH February 5, 2020 (Revised March 10, 2020) GMU Project No. 18-230-00 23241 Arroyo Vista Rancho Santa Margarita I CA 92688 949.888.6513 1 FX:949.888.1380 I www.gmugeo.com ruI I %2VIV TRANSMITTAL CITY OF NEWPORT BEACH 100 Civic Center Drive Newport Beach, CA 92660 DATE: February 5, 2020 (Revised March 10, 2020) PROJECT NO.: 18-203-00 ATTENTION: Ms. Kathryne Cho SUBJECT: Preliminary Geotechnical Investigation Report, Grant Howald Park Rehabilitation, 3000 5th Avenue, Corona Del Mar, California DISTRIBUTION: Addressee: Electronic copy RJM Design Group Attn: Ms. Tamara McClory (electronic copy) Mr. Craig Sensenbach (electronic copy) 23241 Arroyo Vista Rancho Santa Margarita I CA 92688 949.888.6513 1 FX:949.888.1380 I www.gmugeo.com Ms. Kathryne Cho, CITY OF NEWPORT BEACH Preliminary Geotechnical Investigation Report, Grant Howald Park Rehabilitation, 3000 51 Avenue, Corona Del Mar, California TABLE OF CONTENTS Description Page INTRODUCTION.......................................................................................................................... 1 PURPOSE................................................................................................................................. 1 SCOPE...................................................................................................................................... 1 SITE LOCATION AND DESCRIPTION................................................................................ 2 PLANNED IMPROVEMENTS..................................................................................................... 2 SUBSURFACE EXPLORATION.................................................................................................. 3 LABORATORY TESTING............................................................................................................ 3 GEOTECHNICALFINDINGS...................................................................................................... 3 REGIONAL GEOLOGIC SETTING....................................................................................... 3 SUBSURFACECONDITIONS............................................................................................... 4 Topsoil/Artificial Fill(Qaf)............................................................................................... 4 OldParalic Deposits (Qop)............................................................................................... 4 MontereyFormation(Tm)................................................................................................. 4 GROUNDWATER................................................................................................................... 4 SOILEXPANSION.................................................................................................................. 4 SOILCORROSION................................................................................................................. 4 PRELIMINARY INFILTRATION TESTING......................................................................... 5 EXCAVATION CHARACTERISTICS................................................................................... 6 Rippability......................................................................................................................... 6 VolumeChange................................................................................................................. 6 IN-SITU SOIL MOISTURE CHARACTERISTICS............................................................... 6 CONCLUSIONS AND RECOMMENDATIONS......................................................................... 6 DEVELOPMENT FEASIBILITY............................................................................................ 6 General.............................................................................................................................. 7 Demolitionand Clearing................................................................................................... 7 CorrectiveGrading............................................................................................................ 8 FILL MATERIAL AND PLACEMENT................................................................................ 10 Suitability of On -Site Soils.............................................................................................. 10 ImportSoils..................................................................................................................... 10 Compaction Standard and Methodology......................................................................... 10 MaterialBlending............................................................................................................ 10 TEMPORARY EXCAVATION STABILITY....................................................................... 11 SEISMICDESIGN................................................................................................................. 11 RETAINING WALL RECOMMENDATIONS..................................................................... 13 Wall Design Parameters: ................................................................................................. 13 MISCELLENOUS FOUNDATION DESIGN....................................................................... 14 General Foundation Design Parameters.......................................................................... 14 MUSCO LIGHTS POLE FOUNDATIONS........................................................................... 15 February 5, 2020 i GMU Project 18-203-00 Ms. Kathryne Cho, CITY OF NEWPORT BEACH Preliminary Geotechnical Investigation Report, Grant Howald Park Rehabilitation, 3000 51 Avenue, Corona Del Mar, California POLEFOUNDATIONS......................................................................................................... 16 DRAINAGE SYSTEM CONSIDERATIONS....................................................................... 16 MATERIAL AND DRAINAGE SPECIFICATIONS AND SUITABILITY ........................ 17 STRUCTURAL CONCRETE................................................................................................ 17 CORROSION PROTECTION OF METAL STRUCTURES ................................................ 17 SURFACE DRAINAGE......................................................................................................... 18 UTILITY TRENCH BACKFILL CONSIDERATIONS........................................................ 18 General............................................................................................................................ 18 PipeBedding................................................................................................................... 18 TrenchBackfill................................................................................................................ 19 ASPHALT CONCRETE PAVEMENT DESIGN.................................................................. 20 CONCRETE PAVEMENT THICKNESS RECOMMENDATIONS .................................... 20 DECOMPOSED GRANITE (DG) WALKWAYS................................................................. 21 CONCRETE FLATWORK DESIGN..................................................................................... 21 PLANTERS AND TREES..................................................................................................... 23 GEOTECHNICAL TESTING DURING GRADING / FUTURE REPORT ......................... 23 GeotechnicalTesting....................................................................................................... 23 FutureReport................................................................................................................... 23 LIMITATIONS............................................................................................................................. 24 CLOSURE.................................................................................................................................... 25 REFERENCES............................................................................................................................. 26 PLATES Plate 1 -- Location Map Plate 2 -- Geotechnical Map Plate 3 -- Retaining Wall Construction Detail APPENDICES APPENDIX A: Geotechnical Exploration Procedures and Drill Hole Logs by GMU APPENDIX B: Geotechnical Laboratory Procedures and Test Results by GMU APPENDIX C: Infiltration Test Result February 5, 2020 ii GMU Project 18-203-00 (Revised March 10, 2020) INTRODUCTION PURPOSE This report presents the results of our geotechnical investigation for the proposed rehabilitation of Grant Howald Park in the City of Newport Beach, California. The purposes of this report are to: 1) summarize our geotechnical investigation, data, and conclusions, and 2) provide geotechnical recommendations pertaining to site grading, design and construction of the proposed Synthetic Turf Soccer Fields, and design and construction of the proposed Musco Lights. The following scope of work was performed as part of the preparation of this investigation report: SCOPE The scope of our services, as outlined in our emailed proposals dated October 11, 2018 and November 26, 2018, was as follows: Reviewed background information such as available published and unpublished geologic literature, including publications prepared by the California Geological Survey (CGS) and the United State Geological Survey (USGS). 2. Marked ten (10) hollow -stem -auger and hand auger drill holes, coordinated with the City of Newport Beach, and contacted Underground Service Alert (USA/Dig Alert) in order to provide advance notification of the ten drill holes planned within the subject site. 3. Performed a field subsurface exploration program consisting of ten (10) hollow -stem -auger and hand auger drill holes to a maximum depth of 36.5 feet below the existing ground surface in order to classify the subsurface material and obtain representative samples for laboratory testing to be utilized during design. Logged of all field exploration work and obtained bulk and undisturbed soil samples for geotechnical laboratory testing. 4. Perform percolation testing on two (2) of the drilled holes at a depth of 3 feet below the existing grade. 5. Performed laboratory testing on soil samples obtained from the drill holes. Testing included the determination of in-place moisture and density, Atterberg limits, particle size distribution, direct shear testing, expansion index, corrosivity series, and maximum density and optimum moisture content. 6. Interpreted and evaluated the acquired field and laboratory data. 7. Supported the design team through the design process by providing geotechnical design Ms. Kathryne Cho, CITY OF NEWPORT BEACH Preliminary Geotechnical Investigation Report, Grant Howald Park Rehabilitation, 3000 51 Avenue, Corona Del Mar, California conclusions and recommendations for the proposed park rehabilitation and Musco Lights. This included the following: • Site preparation and precise grading requirements. • Acceptability of the site soils for use as fill and backfill. • Synthetic field turf grading and drainage recommendations. • Retaining wall foundation, lateral earth pressures, backfill, and drainage recommendations. 8. Prepared this report presenting our geotechnical conclusions and recommendations to support the design and construction of the proposed improvements within Grant Howald Park. SITE LOCATION AND DESCRIPTION The site is currently occupied by the existing Grand Howald Park, located at 3000 5th Avenue in the City of Corona Del Mar, California. The site is bound by Harbor View Elementary School and Jasmine View Park on the north, by 5th Avenue and existing single family residences on the south, by existing vacant lot on the east by Goldenrod Avenue on the west. The general location of the project is shown on Plate 1 — Location Map. The existing park currently consist of grass soccer fields, tennis courts, asphalt concrete parking lots, a one-story community center building, Musco lights within the soccer fields, an existing retaining wall separating Harbor View Elementary school from the soccer fields, a retaining wall separating the soccer fields from 5th Avenue, and planters and trees. PLANNED IMPROVEMENTS Based on our review of the reference (1) 90% CD package plans, we understand that project improvements consists of construction of new pedestrian concrete paving, concrete stairs, decomposed granite, synthetic field turf, a masonry block retaining wall, a 24" high mosaic tile retaining wall, a 42" high cable fencing, 42" high tubular steel fencing, 12' high ball containment netting poles and netting, a 42" high concrete bollard light, shade structures, new Musco lights, concrete ramp with curtain walls, a concrete bench, parking lot asphalt concrete (AC) paving, and a vehicular concrete paving. February 5, 2020 2 GMU Project 18-203-00 (Revised March 10, 2020) Ms. Kathryne Cho, CITY OF NEWPORT BEACH Preliminary Geotechnical Investigation Report, Grant Howald Park Rehabilitation, 3000 51 Avenue, Corona Del Mar, California SUBSURFACE EXPLORATION GMU conducted a subsurface exploration program to evaluate the soil conditions within the area of the proposed synthetic turf field and proposed improvements. A total of ten (10) hollow -stem - auger and hand auger drill holes were performed to a maximum depth of 36.5 feet below the existing grade. The drill hole locations are shown on Plate 2 — Geotechnical Map, and the logs of the drill holes are contained in Appendix A. The drill holes were logged by our Staff Engineer. Samples of soil were collected from each of the drill holes for subsequent laboratory testing. LABORATORY TESTING Laboratory testing for the subject investigation was performed on samples collected during our field investigation and included the following tests: • In-place moisture and density • Atterberg limits • Maximum density and optimum moisture content • Particle size distribution • Direct Shear Testing • Expansion Index • Corrosivity series The results of our laboratory testing are summarized on Table B-1 included in Appendix B — Laboratory Testing. Pertinent laboratory test data is also shown on our drill hole logs. GEOTECHNICAL FINDINGS REGIONAL GEOLOGIC SETTING Review of the available logs, documents, and literature indicates the site is underlain by Topsoil/Artificial Fill (Qaf), Old Paralic Deposits (Qop) and Monterey Formation (Tm). February 5, 2020 3 GMU Project 18-203-00 (Revised March 10, 2020) Ms. Kathryne Cho, CITY OF NEWPORT BEACH Preliminary Geotechnical Investigation Report, Grant Howald Park Rehabilitation, 3000 51 Avenue, Corona Del Mar, California SUBSURFACE CONDITIONS Topsoil/Artificial Fill (Qaf) Artificial fill materials were encountered below the topsoil ranging in depth from approximately 3 to 5 feet below the existing grade. The topsoil consisted of approximately 6 to 8 inches of silty and clayey sand material with abundant roots and organics that are not suitable for support of the new improvements. The artificial fill generally consists of brown to red brown, damp to moist, loose to medium silty sands and clayey sands, and soft to stiff sandy clays. Old Paralic Deposits (Qop) Old paralic deposits underlay the artificial fill to a depth of approximately 20 feet below the existing grade. In general, the old paralic deposits consists of olive brown to yellow brown, moist, clays and sands. Monterey Formation (Tm) Monterey Formation consisting of siltstone bedrock materials were encountered below the old paralic deposits in some of the exploratory drill holes and extended to the total depth of the exploration (35.5 feet below the existing grade). The formation generally consists of yellow brown, dry to damp, very stiff to hard siltstone. GROUNDWATER Groundwater was not encountered during our subsurface investigation. Groundwater conditions may vary across the site due to stratigraphic and hydrologic conditions, and may change over time as a consequence of seasonal and meteorological fluctuations, or activities by humans at this site and nearby sites. However, groundwater is unlikely to impact the proposed development. SOIL EXPANSION Based on our laboratory testing, the existing subsurface materials with the upper 5 feet of the subject site are anticipated to have a medium expansion potential. SOIL CORROSION Based on laboratory test results for pH, soluble chlorides, sulfate, and minimum resistivity of the February 5, 2020 4 GMU Project 18-203-00 (Revised March 10, 2020) Ms. Kathryne Cho, CITY OF NEWPORT BEACH Preliminary Geotechnical Investigation Report, Grant Howald Park Rehabilitation, 3000 51 Avenue, Corona Del Mar, California site soils obtained during our subsurface investigation, the on-site soils should be considered to have the following: • A negligible sulfate exposure to concrete per ACI 318-14, Table 19.3.2.1 • A low minimum resistivity indicating soil conditions that are corrosive to ferrous metals. • A moderate chloride content (potentially corrosive to ferrous metals). The laboratory testing program performed for this project does not address the potential for corrosion to copper piping. In this regard, a corrosion engineer should be consulted to perform more detailed testing and develop appropriate mitigation measures (if necessary). The above discussion is provided for general guidance in regards to the corrosiveness of the on-site soils to typical metal structures used for construction. Detailed corrosion testing and recommendations for protecting buried ferrous metal and/or copper elements are beyond our purview. If detailed recommendations are required, a corrosion engineer should be consulted to develop appropriate mitigation measures. PRELIMINARY INFILTRATION TESTING Two (2) preliminary infiltration tests were performed in general conformance with the County of Orange Technical Guidance Document (TGD). The infiltrations drill holes were excavated to a depth of 3 feet below the existing grade using a hollow -stem -auger, truck -mounted drill rig. The calculated unfactored observed infiltration rates are presented in Table 1 below. The infiltration rates do not incorporate a factor of safety. Table 1: Calculated Infiltration Rates* Drill Hole Depth Below Finish Grade (feet) Infiltration Rate (inch/hour) DH -4 3.0 0.04 D14-8 3.0 0.02 *Rates do not incorporate a factor of safety. The results of the infiltration testing indicate that the unfactored raw observed infiltration rates within the southern side of the development range from 0.02 to 0.04 inches per hour, with an average unfactored infiltration of 0.03 inches per hour. Thus, we conclude for the entire site that infiltration rates do not meet the minimum requirement of 0.3 inch hour when a minimum factor of safety of 2 is applied per the County of Orange TGD manual. The preliminary February 5, 2020 5 GMU Project 18-203-00 (Revised March 10, 2020) Ms. Kathryne Cho, CITY OF NEWPORT BEACH Preliminary Geotechnical Investigation Report, Grant Howald Park Rehabilitation, 3000 51 Avenue, Corona Del Mar, California infiltration test hole locations are shown on the attached Geotechnical Map, Plate 2. The results of the infiltration testing are contained in Appendix C of this report. EXCAVATION CHARACTERISTICS Rippability The soil materials underlying the site can be excavated with conventional grading equipment such as scrapers, dozers, loaders, excavators, and backhoes. Volume Change In order to aid planning for the anticipated grading, we estimate that the change in volume of on-site disturbed surficial fills that are excavated and placed as new compacted fill at an average relative compaction of 90% will result in an average of about 6.5% loss in volume. It should be noted that the aforementioned value is approximate and is for rough planning purposes only. IN-SITU SOIL MOISTURE CHARACTERISTICS Based on our laboratory testing and observation, we note that majority of the material encountered during our subsurface investigation appears to be at or slightly above optimum moisture content, and depending on the season in which the grading takes place, the majority of the materials to be handled during grading will require some blending and addition of water or drying to meet the recommended moisture content as presented later in this report. CONCLUSIONS AND RECOMMENDATIONS DEVELOPMENT FEASIBILITY Based on the geologic and geotechnical findings, it is our opinion that the construction of the proposed improvements are feasible and practical from a geotechnical standpoint if accomplished in accordance with the City of Newport Beach grading and building requirements and the recommendations presented herein. It is also the opinion of GMU Geotechnical that the proposed grading and construction will not adversely affect the geologic stability of adjoining properties provided grading and construction are performed in accordance with the recommendations provided in this report. February 5, 2020 6 GMU Project 18-203-00 (Revised March 10, 2020) Ms. Kathryne Cho, CITY OF NEWPORT BEACH Preliminary Geotechnical Investigation Report, Grant Howald Park Rehabilitation, 3000 51 Avenue, Corona Del Mar, California SITE PREPARATION AND GRADING General The grading of the subject site should be in accordance with the City of Newport Beach grading code requirements (and all other applicable codes and ordinances) and the recommendations as outlined in the following sections of this report. The geotechnical aspects of final grading plans and improvement plans should be reviewed by GMU Geotechnical prior to grading and construction. Particular care should be taken to confirm that all project plans conform to the recommendations provided in this report. All planned and corrective grading should also be monitored by GMU Geotechnical to verify general compliance with the recommendations outlined in this report. Demolition and Clearing All significant organic material such as weeds, brush, tree branches, or roots, or construction debris such as old irrigation lines, asphalt concrete, and other decomposable material should be removed from the area to be graded. No rock or broken concrete greater than 6 inches in diameter should be utilized in the fills. In addition, the following recommendations apply prior to performing the corrective grading for the new synthetic turf fields: • Within all synthetic turf areas, apply herbicide (Roundup or equivalent) per the manufacturer's specifications to all existing natural turf areas designated for removal with the exception of turf areas within 5' of the drip line of adjacent existing trees. The natural turf kill process should be in accordance with the recommendations of a California Licensed Pest Control applicator. During the natural turf kill process, the turf shall be allowed to dry out. • Following complete natural turf kill (to be approved by landscape architect), scalp the turf areas down to the beginning of the root zone. All scalped turf should be removed from the synthetic turf areas. Any and all turf within 5' of the drip line of trees shall be manually scalped down to the beginning of the root zone. All scalped turf shall be removed from the synthetic turf areas. The project geotechnical consultant should provide periodic observation and testing services during demolition operations to document compliance with the above recommendations. In addition, should unusual or adverse soil conditions or buried structures be encountered during grading that are not described herein, these conditions should be brought to the immediate attention of the project geotechnical consultant for corrective recommendations. February 5, 2020 7 GMU Project 18-203-00 (Revised March 10, 2020) Ms. Kathryne Cho, CITY OF NEWPORT BEACH Preliminary Geotechnical Investigation Report, Grant Howald Park Rehabilitation, 3000 51 Avenue, Corona Del Mar, California Corrective Grading Remedial grading will serve to create a firm and workable platform for construction of the proposed synthetic turf field. In addition, as described previously, the surficial topsoil materials to depths of 6 to 8 inches have become dry and desiccated as a result of weathering and root growth. The corrective grading should be conducted to the satisfaction of the GMU soils technician to ensure that the subgrade soils are thoroughly mixed and that all significant organics (roots, wood debris, etc.) that could decompose with time and cause settlement are removed. It should be noted that the recommendations provided herein are based on our subsurface exploration and knowledge of the on-site geology. Actual removals may vary in configuration and volume based on observations of geologic materials and conditions encountered during grading. The bottom of all remedial grading removals should be observed by a GMU representative to verify the suitability of in-place soils prior to performing the scarification and recompaction. General remedial grading recommendations are outlined below. Synthetic Turf Field: Grading recommendations for the new synthetic turf field should consist of the following: After turf kill and removal, the upper 8 inches of the exposed subgrade should be pulverized, moisture conditioned or dried out to achieve a moisture content of approximately 3% above optimum, and recompacted to a minimum 90% relative compaction, in accordance with ASTM D 1557. During the pulverization process, all significant organics (i.e., concentrated root masses, tree roots, wood debris, etc.) should be grubbed out and removed from the area of grading. Subgrade pulverization should be performed utilizing a pulverization machine (such as a Caterpillar RR -250 Road Reclaimer, or equivalent) that is capable of thoroughly pulverizing the subgrade to the satisfaction of the project geotechnical consultant. Pulverization should be performed across the entire synthetic turf field area. Retaining Wall Footings_ Grading recommendations for support of the new retaining walls/site walls foundation should consist of the following: o The subgrade for retaining wall footings should be excavated to a depth of at least 2 feet below the bottom of the footing. February 5, 2020 8 GMU Project 18-203-00 (Revised March 10, 2020) Ms. Kathryne Cho, CITY OF NEWPORT BEACH Preliminary Geotechnical Investigation Report, Grant Howald Park Rehabilitation, 3000 51 Avenue, Corona Del Mar, California o The bottom of the excavation should then be scarified to a depth of at least 6 inches, moisture conditioned to 3% above optimum moisture content, and compacted to at least 90% relative compaction. o Following the approval of the over -excavation bottom by a representative of GMU, the onsite material may be used as fill material to achieve the planned subgrade elevation. o The fill material should then be placed in 6- to- 8 -inch -thick lifts, moisture conditioned to at least 3% above optimum moisture content, and compacted to achieve 90% relative compaction. Flatwork/Pavement/Decomposed Granite Areas: Grading recommendations for the support of the asphalt concrete pavement, Portland cement concrete (PCC) pavement, decomposed granite, and flatwork should consist of the following: o The subgrade below the pavement/flatwork/decomposed granite areas should be excavated to the bottom of the pavement/flatwork/decomposed granite structural section (i.e., bottom of the aggregate base). o The subgrade below the structural section (i.e., the bottom of the aggregate base) should then be excavated to a depth of 12 inches, and the bottom of the overexcavation be scarified to a depth of 6 inches, moisture conditioned to least 3% above optimum moisture content, and recompacted to at least 90% relative compaction. o Following the approval of the over -excavation bottom by a representative of GMU, the onsite material may be used as fill material to achieve the planned subgrade elevation. o The fill material should then be placed in 6- to- 8 -inch -thick lifts, moisture conditioned to at least 3% above optimum moisture content, blended to achieve uniform moisture content, and compacted to achieve 90% relative compaction. Miscellaneous Footings: Grading for footings that will be utilized to support of miscellaneous structures such as new stairs, ramps, and concrete bench should consist of the following: o The subgrade for proposed footings should be excavated to a depth of at least 1 foot below the bottom of the footing. o The bottom of the excavation should then be scarified to a depth of at least 6 inches, moisture conditioned to 3% above optimum moisture content, and compacted to at least 90% relative compaction. o Following the approval of the over -excavation bottom by a representative of GMU, the onsite material may be used as fill material to achieve the planned subgrade elevation. February 5, 2020 9 GMU Project 18-203-00 (Revised March 10, 2020) Ms. Kathryne Cho, CITY OF NEWPORT BEACH Preliminary Geotechnical Investigation Report, Grant Howald Park Rehabilitation, 3000 51 Avenue, Corona Del Mar, California o The fill material should then be placed in 6- to- 8 -inch -thick lifts, moisture conditioned to at least 3% above optimum moisture content, and compacted to achieve 90% relative compaction. If the existing loose fill materials are found to be disturbed to depths greater than the proposed remedial grading, then the depth of over -excavation and re -compaction should be increased accordingly in local areas as recommended by a representative of GMU. FILL MATERIAL AND PLACEMENT Suitability of On -Site Soils All on-site soils are considered suitable for use as compacted fill from a geotechnical perspective if care is taken to remove all significant organics (roots) and other decomposable debris, and separate and stockpile rock or broken concrete materials larger than 6 inches in maximum diameter. Import Soils Although not expected to be required, import soils should be predominately granular soil material, such as silty sand or clayey sand, and have an expansion index (E.I.) of less than 20. Prior to allowing soil materials to be imported to the site, a field representative of our firm should sample and test the source of the planned import and provide our approval of the soil materials. Compaction Standard and Methodology All soil material used as compacted fill, or material processed in-place or used for backfill, should be moistened, dried, or blended as necessary and densified to at least 90% relative compaction. It is recommended that fills be placed a minimum of 3% above optimum moisture content. Material Blending The existing artificial fill and old paralic deposit materials are expected to be above optimum moisture content, and certain locations may have wet conditions, but may have variable moisture content depending on the season in which work is performed. The majority of the materials to be handled during grading will require some blending and addition of water or drying to meet acceptable moisture ranges for sufficient compaction (i.e., minimum 3% above optimum moisture content). February 5, 2020 10 GMU Project 18-203-00 (Revised March 10, 2020) Ms. Kathryne Cho, CITY OF NEWPORT BEACH Preliminary Geotechnical Investigation Report, Grant Howald Park Rehabilitation, 3000 51 Avenue, Corona Del Mar, California TEMPORARY EXCAVATION STABILITY Temporary excavations for demolitions, earthwork, footings, and utility trenches are expected. We anticipate that unsurcharged excavations with vertical side slopes less than 4 feet high will generally be stable. Our recommendations for temporary excavations are as follows: • Temporary, unsurcharged excavation sides over 4 feet in height should be sloped no steeper than an inclination provided by OSHA for a Type C soil. • Where sloped excavations are created, the tops of the slopes should be barricaded so that vehicles and storage loads do no encroach within 10 feet of the tops of the excavated slopes. A greater setback may be necessary when considering heavy vehicles, such as concrete trucks and cranes. GMU should be advised of such heavy vehicle loadings so that specific setback requirements can be established. • If the temporary construction slopes are to be maintained during the rainy season, berms are recommended to be graded along the tops of the slopes in order to prevent runoff water from entering the excavation and eroding the slope faces. Our temporary excavation recommendations are provided only as minimum guidelines. All work associated with temporary excavations should meet the minimal requirements as set forth by CAL - OSHA. Temporary slope construction, maintenance, and safety are the responsibility of the contractor. SEISMIC DESIGN Based on our field exploration, the site is designated as Site Class D ("stiff' soil profil). The site coordinates used in the analysis were 33.6019° North Latitude and 117.8699° West Longitude. The seismic design parameters based on ASCE 7-16 and 2019 CBC are listed in the following table: February 5, 2020 11 GMU Project 18-203-00 (Revised March 10, 2020) Ms. Kathryne Cho, CITY OF NEWPORT BEACH Preliminary Geotechnical Investigation Report, Grant Howald Park Rehabilitation, 3000 51 Avenue, Corona Del Mar, California Table 2: Seismic Design Parameters Parameter Factor Value Mapped Spectral Response Acceleration (0.2 sec Period) Ss 1.349g Mapped Spectral Response Acceleration (1.0 sec Period) Si 0.478g Site Class Site Class D Site Coefficient Fa 1.000 Site Coefficient Fv 1.822 Maximum Considered Earthquake Spectral Response Acceleration (0.2 sec Period) SMs 1.3498 Maximum Considered Earthquake Spectral Response Acceleration (1.0 sec Period) SMI 0.871g Design Spectral Response Acceleration 0.2 sec Period SDs 0.899 Design Spectral Response Acceleration (1.0 sec Period) SDI 0.581g MCE Peak Ground Acceleration* PGA 0.588 Site Coefficient (Table 11.8-1) FPGA 1.1 MCE Peak Ground Acceleration* PGAM 0.647 *MCE: Maximum Considered Earthquake Since the Site Class is designated as D and the Si value is greater than or equal to 0.2, the 2019 CBC requires either a site-specific seismic hazard analysis per Section 21.2 of ASCE 7-16 or the application of Exception 2 of Section 11.4.8 of ASCE 7-16. The project structural engineer should apply all requirements of Section 11.4.8 of ASCE 7-16 to determine if increases to the seismic response coefficient (i.e. increases to the loading of the structure) are required. If increases are required, a site-specific seismic hazard analysis may result in decreased loading and possible cost savings. Please contact GMU if a site-specific seismic hazard analysis is desired. Per the 2019 CBC and ASCE 7-16, the Design Earthquake peak ground acceleration (PGAD) may be assumed to be equivalent to SDs/2.5; therefore, for the subject site, a PGAD value of 0.36g (0.899g/2.5) should be used. It should be recognized that much of southern California is subject to some level of damaging ground shaking as a result of movement along the major active (and potentially active) fault zones that characterize this region. Design utilizing the 2019 CBC is not meant to completely protect against damage or loss of function. Therefore, the preceding parameters should be considered as minimum design criteria. February 5, 2020 12 GMU Project 18-203-00 (Revised March 10, 2020) Ms. Kathryne Cho, CITY OF NEWPORT BEACH Preliminary Geotechnical Investigation Report, Grant Howald Park Rehabilitation, 3000 51 Avenue, Corona Del Mar, California RETAINING WALL RECOMMENDATIONS The following criterion is considered applicable to the design and construction of retaining walls that are 6 feet or less in height. o Bearing Material: Engineered Fill o Minimum Footing Sizes: ■ 12 inches wide ■ 12 inches embedment below lowest adjacent grade o Allowable Bearing Capacity: 2,000 psf for minimum footing size ■ Above value may be increased by 1/3 for temporary loads such as wind or seismic o Lateral Foundation Resistance: ■ Allowable passive resistance: 250 psf/ft (disregard upper 6 inches, max 2,500 psf) ■ Allowable friction coefficient: 0.35 ■ Above values may be combined without reduction and may be increased by 1/3 for temporary loads such as wind or seismic Wall Design Parameters: o Active Earth Pressure: ■ 40 pcf — level backfill ■ 60 pcf — 2H:1 V bacfill ■ (Assumes the use of select soils in backfill zone) o Weight of Backfill: ■ 125 pcf o Control/Construction Joints: ■ As a minimum, maximum spacing of 15 feet and at angle points o Waterproofing: ■ The back side of all retaining walls should be waterproofed down to the top of the foundation prior to placing subdrains or backfill. The design and selection of the waterproofing system is outside the scope of our report and is outside our purview. o Concrete: ■ 0.50 w/c ratio Type II/V cement (geotechnical perspective only). February 5, 2020 13 GMU Project 18-203-00 (Revised March 10, 2020) Ms. Kathryne Cho, CITY OF NEWPORT BEACH Preliminary Geotechnical Investigation Report, Grant Howald Park Rehabilitation, 3000 51 Avenue, Corona Del Mar, California o Wall Backfill and Drainage: ■ See Retaining Wall Construction Detail Diagram and Notes (shown on Plate 3) for backfill and drainage requirements. o The unrestrained (active) values are applicable when the walls are designed and constructed as cantilevered walls allowing sufficient wall movement to mobilize active pressure conditions. This wall movement should not be less than 0.01 H (H = height of wall) for the unrestrained values to be applicable. o Provided that the retaining walls have a maximum height of less than 6 feet, the current 2019 CBC indicates that the incorporation of seismic earth pressures is not required. MISCELLENOUS FOUNDATION DESIGN The criteria contained in the following sections may be used for the design and construction of the footings for miscellaneous lightly -loaded auxiliary structures such as concrete ramps, stairs, and concrete bench. General Foundation Design Parameters Bearing Material: Minimum Embedment (Depth): Minimum Width: Allowable Bearing Capacity: Lateral Foundation Resistance: Engineered Fill (1 foot below bottom of footings) 12 inches (below lowest outside adjacent grade) 12 inches 2,000 psf with a minimum embedment of 12 inches. ■ Above values may be increased by 1/3 for temporary loads such as wind or seismic. ■ Allowable passive resistance: 250 psf/ft (disregard upper 6 inches, max 2,500 psf) ■ Allowable friction coefficient: 0.35 ■ Above values may be combined without reduction and may be increased by 1/3 for temporary loads such as wind or seismic. February 5, 2020 14 GMU Project 18-203-00 (Revised March 10, 2020) Ms. Kathryne Cho, CITY OF NEWPORT BEACH Preliminary Geotechnical Investigation Report, Grant Howald Park Rehabilitation, 3000 51 Avenue, Corona Del Mar, California MUSCO LIGHTS POLE FOUNDATIONS It is expected that the proposed Musco Lights will be supported on pole foundations. As a minimum, the pole foundations should be at least 30 inches in diameter and at least 10 feet deep; however, the actual dimensions should be determined by the project structural engineer based on the following design parameters: Bearing Materials. The pole foundations may bear into competent material as approved by a representative from GMU. Bearing Values. End -bearing capacity and skin friction may be combined to determine the allowable bearing capacities of the pole foundations. An allowable bearing pressure of 4,000 pounds per square foot (psf) may be used for pole foundations at least 30 inches in diameter and embedded a minimum of 10 feet below the existing grade. In addition to the allowable bearing pressure above, an allowable average unit skin friction of 380 psf may be used for design of the pole foundation, provided that the foundation is embedded a minimum of 10 feet below the existing grade. Lateral Load Design. Lateral loads may be resisted by passive resistance within the adjacent earth materials. For passive resistance, an allowable passive earth pressure of 250 pounds per foot of pile diameter per foot of depth into competent bearing material may be used; however, passive resistance should be disregarded within the upper 1 foot due to disturbed and loose soil encountered during our exploration. The passive resistance value may be applied over an area equivalent to two pile diameters (e.g., 500 psf/ft of pole diameter per foot of depth). Construction Considerations for Pole Foundations: GMU recommends the following construction considerations for pole foundations: • Drilling for pole foundations should be performed under the observation of GMU to confirm the poles have been extended to the recommended embedment depths. • The drill holes should be cleaned of loose soil prior to placement of concrete. • We recommend placement of concrete by the tremie method to mitigate aggregate and cement segregation during the pour. Groundwater was not encountered below the existing grade during our drilling. As a result, we do not anticipate that groundwater will be an issue during the drilling of the pole foundations. February 5, 2020 15 GMU Project 18-203-00 (Revised March 10, 2020) Ms. Kathryne Cho, CITY OF NEWPORT BEACH Preliminary Geotechnical Investigation Report, Grant Howald Park Rehabilitation, 3000 51 Avenue, Corona Del Mar, California POLE FOUNDATIONS It is expected that the shade structures, tubular fences, ball net will be supported on pole foundations. As a minimum, the pole foundations should be at least 18 inches in diameter and at least 4 feet deep; however, the actual dimensions should be determined by the project structural engineer based on the following design parameters. Bearing Materials. The pole foundations may bear into engineered fill soils or competent native soils approved by a representative from GMU. Bearing Values. End -bearing capacity and skin friction may be combined to determine the allowable bearing capacities of the pole foundations. An allowable bearing pressure of 2,500 pounds per square foot (psf) may be used for pole foundations at least 18 inches in diameter and embedded a minimum of 4 feet below the lowest adjacent grade. A value of 250 pounds per square foot may be used to determine the skin friction between the concrete and surrounding soil. Lateral Load Design. Lateral loads may be resisted by passive resistance within the adjacent earth materials. For passive resistance, an allowable passive earth pressure of 250 pounds per foot of pile diameter per foot of depth into competent bearing material may be used; however, passive resistance should be disregarded within the upper foot due to possible disturbance during drilling. The passive resistance value may be applied over an area equivalent to two pile diameters. DRAINAGE SYSTEM CONSIDERATIONS The installation of a proper drainage system is critical to the long-term performance of the synthetic turf fields. The drainage system may include but not limited to underlayment, aggregate base, field drains, collector drains, etc. A drainage system approved by both the synthetic turf manufacturer and the project civil engineer should be installed; however, at a minimum, the system should consider the following: The field drain system should drain at a minimum gradient of 0.5 percent to the collector drains. The collector drains, in turn, should be connected to a suitable discharge point such as an existing storm drain or catch basin. If a field liner is utilized, the field liner products and construction specification should be specified by the field turf manufacturer. The final soil subgrade for both the field and drainage trenches should be free of loose material and compacted to at least 90% relative compaction in accordance with ASTM D1557. February 5, 2020 16 GMU Project 18-203-00 (Revised March 10, 2020) Ms. Kathryne Cho, CITY OF NEWPORT BEACH Preliminary Geotechnical Investigation Report, Grant Howald Park Rehabilitation, 3000 51 Avenue, Corona Del Mar, California The field aggregate base should be placed and compacted in accordance with the field manufacturer recommendations. The gradation and material specifications should also be specified by the field manufacturer. A representative of GMU should observe and test the aggregate base for conformance with the project specification. MATERIAL AND DRAINAGE SPECIFICATIONS AND SUITABILITY The types of materials used, the thicknesses of the aggregate materials, the dimensions and spacing of the field drain pipes and collector pipes, and the gradients of the field and collector drain trenches and aggregate base bottom surface should also be in accordance with the synthetic turf manufacture's requirements. Drainage and surface gradients should be verified by the project civil engineer. Prior to placement of the aggregate base within the field area, the material should be sampled by a representative of GMU and tested for conformance with the project specifications. STRUCTURAL CONCRETE Based on our laboratory testing, the onsite soils are classified as having a "negligible" sulfate exposure and "SO" sulfate exposure category per ACI 318-14, Table 19.3.1.1. Non-structural onsite concrete may be designed with concrete strengths that are determined by the engineer or designer responsible for that particular improvement, however, at minimum, a Type IIN cement should be used. For structural concrete, due to the low soil resistivity and chloride contents obtained from our tests, the on-site soil is corrosive to ferrous metals such as reinforcing steel. On this basis, we recommend that a Type IIN cement with a maximum water to cement ratio of 0.50 be used for structural elements (i.e., foundations, walls, etc.). The aforementioned recommendations in regards to concrete are made from a soils perspective only. Final concrete mix design as well as any concrete testing is outside our purview. All applicable codes, ordinances, regulations, and guidelines should be followed in regard to designing a durable concrete with respect to the potential for detrimental exposure from the on-site soils and/or changes in the environment. CORROSION PROTECTION OF METAL STRUCTURES The results of our laboratory testing indicate that the on-site soils are corrosive to ferrous metals. Consequently, metal structures which will be in direct contact with the soil (i.e., underground February 5, 2020 17 GMU Project 18-203-00 (Revised March 10, 2020) Ms. Kathryne Cho, CITY OF NEWPORT BEACH Preliminary Geotechnical Investigation Report, Grant Howald Park Rehabilitation, 3000 51 Avenue, Corona Del Mar, California metal conduits, pipelines, metal sign posts, metal door frames, etc.) and/or in close proximity to the soil (wrought iron fencing, park improvements, weep screeds, etc.) may be subject to corrosion. The use of special coatings or cathodic protection around buried metal structures has been shown to be beneficial in reducing corrosion potential. The potential for corrosion of ferrous metal reinforcing elements embedded in structural concrete will be reduced by the use of the recommended maximum water/cement ratio for concrete and additional concrete cover. The above discussion is provided for general guidance in regards to the corrosiveness of the on-site soils to typical metal structures used for construction. Detailed corrosion testing and recommendations for protecting buried ferrous metal and/or copper elements is beyond our purview. SURFACE DRAINAGE Surface drainage should be carefully controlled during and after grading to prevent ponding and uncontrolled runoff adjacent to the structures. Particular care will be required during grading to maintain slopes, swales, and other erosion control measures needed to direct runoff toward permanent surface drainage facilities. Positive drainage of at least 2% away from the perimeters of the structures and site pavements should be incorporated into the design. In addition, it is recommended that nuisance water be directed away from the perimeter of the structures by the use of area drains in adjacent landscape and flatwork areas and roof drains tied into the site storm drain system. UTILITY TRENCH BACKFILL CONSIDERATIONS General New utility line pipelines should be backfilled with both select bedding materials beneath and around the pipes and compacted soil above the pipe bedding. Recommendations for the types of the materials to be used and the proper placement of these materials are provided in the following sections. Pipe Bedding The pipe bedding materials should extend from at least 6 inches below the pipes to at least 12 inches above the crown of the pipes. Pipe bedding should consist of either clean sand with a sand equivalent (SE) of at least 30 or crushed rock. If crushed rock is used, it should consist of 3/4 - inch crushed rock that conforms to Table 200-1.2 of the 2018 "Greenbook." Pipe bedding should also meet the minimum requirements of the City of Newport Beach. If the requirements of the February 5, 2020 18 GMU Project 18-203-00 (Revised March 10, 2020) Ms. Kathryne Cho, CITY OF NEWPORT BEACH Preliminary Geotechnical Investigation Report, Grant Howald Park Rehabilitation, 3000 51 Avenue, Corona Del Mar, California City are more stringent, they should take precedence over the geotechnical recommendations. Sufficient laboratory testing should be performed to verify the bedding meets the minimum requirements of the Greenbook. Based on our subsurface exploration and knowledge of the onsite materials, the soils that will be excavated from the pipeline trenches will not meet the recommendations for pipe bedding materials; therefore, imported materials will be required for pipe bedding. Granular pipe bedding material having a sand equivalent of 30 or greater should be properly placed in thicknesses not exceeding 3 feet, and then sufficiently flooded or jetted in place. With proper techniques, flooding or jetting is not expected to have an adverse impact on existing site soils. Crushed rock, if used, should be capped with filter fabric (Mirafi 140N, or equivalent) to prevent the migration of fines into the rock. Trench Backfill All existing soil material within the limits of the pipeline alignment are considered suitable for use as trench backfill above the pipe bedding zone if care is taken to remove all significant organic and other decomposable debris, moisture condition the soil materials as necessary, and separate and selectively place and/or stockpile any inert materials larger than 6 inches in maximum diameter. Imported soils are not anticipated for backfill since the on-site soils are suitable. However, if imported soils are used, the soils should consist of clean, granular materials with physical and chemical characteristics similar to those described herein for on-site soils. Any imported soils to be used as backfill should be evaluated and approved by GMU prior to placement. Soils to be used as trench backfill should be moistened, dried, or blended as necessary to achieve a minimum of 3% over optimum moisture content for compaction, placed in loose lifts no greater than 8 inches thick, and mechanically compacted/densified to at least 90% relative compaction as determined by ASTM Test Method D 1557. No rock or broken concrete greater than 6 inches in maximum diameter should be utilized in the trench backfills. February 5, 2020 19 GMU Project 18-203-00 (Revised March 10, 2020) Ms. Kathryne Cho, CITY OF NEWPORT BEACH Preliminary Geotechnical Investigation Report, Grant Howald Park Rehabilitation, 3000 51 Avenue, Corona Del Mar, California ASPHALT CONCRETE PAVEMENT DESIGN Pavement thickness analysis was performed in accordance with the Caltrans Highway Design Manual. This design methodology considers the relationship between the subgrade soil strength, as measured by the R -Value test, as well as the design traffic index (TI). Based on the R -value test result, an R -value of 38 was used for the design. Table 3 below provides recommended minimum thicknesses for asphalt concrete (AC) and aggregate base sections for two traffic indices. Assumed traffic indices (TI's) of 4.0 and 5.5 were used in our analysis, representing 20 -year design lives for parking stalls and driveways pavement areas, respectively. A traffic engineer should review and confirm the accuracy of the assumed TI's used in our analysis. Table 3: Recommended Minimum AC and Base Section Thicknesses * assumed R -Value = 78 Asphalt concrete pavement construction should be in accordance with the following recommendations: • The planned pavement structural sections should consist of aggregate base materials (AB) and asphalt concrete materials (AC) of a type meeting the minimum Caltrans and City of Newport Beach requirements. • The subgrade soils should be prepared in accordance with the Corrective Grading section of this report. • The AB and AC should be compacted to at least 95% relative compaction. CONCRETE PAVEMENT THICKNESS RECOMMENDATIONS It is anticipated that Portland Cement Concrete (PCC) pavement will be constructed as part of the drive way approaches. The proposed PCC pavement such as driveway approaches may be designed per the City of Newport standard plans, however, if additional protection to minimize cracking is desired, then the recommendations within Table 4 below may be considered. February 5, 2020 20 GMU Project 18-203-00 (Revised March 10, 2020) Assumed Asphalt Aggregate Location R -Value Traffic Concrete Base* (in.) Index (in.) Driveways 38 5.5 3.0 6.0 Parking Stalls 38 4.0 3.0 4.0 * assumed R -Value = 78 Asphalt concrete pavement construction should be in accordance with the following recommendations: • The planned pavement structural sections should consist of aggregate base materials (AB) and asphalt concrete materials (AC) of a type meeting the minimum Caltrans and City of Newport Beach requirements. • The subgrade soils should be prepared in accordance with the Corrective Grading section of this report. • The AB and AC should be compacted to at least 95% relative compaction. CONCRETE PAVEMENT THICKNESS RECOMMENDATIONS It is anticipated that Portland Cement Concrete (PCC) pavement will be constructed as part of the drive way approaches. The proposed PCC pavement such as driveway approaches may be designed per the City of Newport standard plans, however, if additional protection to minimize cracking is desired, then the recommendations within Table 4 below may be considered. February 5, 2020 20 GMU Project 18-203-00 (Revised March 10, 2020) Ms. Kathryne Cho, CITY OF NEWPORT BEACH Preliminary Geotechnical Investigation Report, Grant Howald Park Rehabilitation, 3000 51 Avenue, Corona Del Mar, California Table 4: Recommended Minimum PCC and Base Section Thicknesses Location Traffic Index PCC (in.) Aggregate Base* (in.) Driveways 6.0 to 7.0 8.0 6.0 * assumed R -Value = 78 Concrete pavement construction should be in accordance with the following recommendations: • The pavement structural sections should consist of aggregate base materials (AB) and Portland Cement Concrete (PCC). • The subgrade soils should be prepared in accordance with the Corrective Grading section of this report. • The AB should be compacted to at least 95% relative compaction. DECOMPOSED GRANITE (DG) WALKWAYS We understand that in certain designated site pedestrian areas, decomposed granite pedestrian walkways are planned. On this basis we recommend that the subgrade for the DG walkways be moisture conditioned to 3% above optimum moisture content to a depth of 18 inches below the finish subgrade and compacted to 90% relative compaction. Following the approval of the subgrade by a representative of GMU, the DG section may be placed. The walkways should consist of 4 inches of stabilized DG, moisture conditioned to near optimum moisture content, and compacted to at least 90% relative compaction. DG material should be in conformance with Section 200-2.7 of the current Greenbook Standard Specifications for Public Works Construction. Per these specifications, the DG materials should have a minimum sand equivalent (SE) of 30, and a minimum R -value of 73. CONCRETE FLATWORK DESIGN We recommend that the subgrade for the subject concrete flatwork be moisture conditioned to 3% over optimum to a depth of 18 inches below finish grade and compacted to 90% relative compaction. A Type IIN cement is recommended. The proposed flatwork/hardscape within the project limits may be designed utilizing the City of Newport Beach standard plans, however, if February 5, 2020 21 GMU Project 18-203-00 (Revised March 10, 2020) Ms. Kathryne Cho, CITY OF NEWPORT BEACH Preliminary Geotechnical Investigation Report, Grant Howald Park Rehabilitation, 3000 51 Avenue, Corona Del Mar, California additional measures are desired to minimize differential movement and/or cracking of the panels, then the recommendations presented in Table 5 below may be considered. Table 5: Concrete Flatwork Table Description SubgradeBase Preparation (�� Aggregate (Class 2 or CMB) (2) Minimum Concrete Thickness Reinforcement()Spacing Joint (Maximum) Concrete(") Concrete 3% over 4 -inch -thick 4" No. 4 bars @ Sidewalks and optimum to section at 95% 18"o.c.both ways Walkways (4) 18" at 90% relative and dowel into 5 feet Type IIN relative compaction existing flatwork, compaction doorways, and curbs using No. 4 bars @ 18" o.c. Decorative 3% over 4 -inch -thick 5" No. 4 bars @ Concrete/ optimum to section at 95% 18"o.c.both ways Patio Paving 18" at 90% relative and dowel into 8 feet Type IIN relative compaction existing flatwork, compaction doorways, and curbs using No. 4 bars @ 18" o.c. (1) The moisture content and compaction of the subgrade must be verified by the geotechnical consultant prior to base placement. (2) For pedestrian usages only, S.E. 30 sand may be used instead of Aggregate Base. (3) Reinforcement to be placed in the middle of the recommended concrete section. (4) Final concrete mix design to be supplied by others. Per our correspondence with RJM Design Group and the City of Newport Beach, we understand that the City is requesting to eliminate the reinforcement recommendations presented in Table 5 above, and has requested that we provide alternatives to reinforcement of the concrete flatwork/hardscape. Although it is highly recommended that flatwork/hardscape areas be completely reinforced due to the expansive nature of the onsite soils, however, the following alternatives may be considered to minimize differential lifting of the panels in lieu of complete reinforcement: Alternative 1: The panels may be reinforcement by installing 9" speed dowels with No. 4 bars to dowel the panels to each other in order minimize differential lifting. This can be accomplished by placing concrete using an A -B -C method, which consists of concrete placement at panels A and C concurrently, followed by doweling panels B to A and C. Alternative 2: If the panels' joints are able to be identified prior to placement of concrete and construction sequence only allows for placement of concrete of all panels at the same time, then No. 4 bars at 18" o.c. may be placed only at the joint between two panels. February 5, 2020 22 GMU Project 18-203-00 (Revised March 10, 2020) Ms. Kathryne Cho, CITY OF NEWPORT BEACH Preliminary Geotechnical Investigation Report, Grant Howald Park Rehabilitation, 3000 51 Avenue, Corona Del Mar, California PLANTERS AND TREES Where new trees or large shrubs are to be located in close proximity of new concrete flatwork, rigid moisture/root barriers should be placed around the perimeter of the flatwork to at least 2 feet in depth in order to offer protection to the adjacent flatwork against potential root and moisture damage. Existing mature trees near flatwork areas should also incorporate a rigid moisture/root barrier placed at least 2 feet in depth below the top of the flatwork. GEOTECHNICAL TESTING DURING GRADING / FUTURE REPORT Geotechnical Testing It is recommended that geotechnical observation and testing be performed by GMU during the following stages of precise grading and construction: • During site clearing and grubbing. • During removal of any buried irrigation lines or other subsurface structures. • During all phases of grading including over -excavation, temporary excavations, removals, scarification, ground preparation, moisture conditioning, proof -rolling, over - excavation, and placement and compaction of all fill materials. • During drill for proposed Musco Lights foundations. • During excavation for proposed retaining wall foundation. • During backfill of retaining walls. • During installation of field turf drainage system. • When any unusual conditions are encountered. Future Report A report summarizing construction observation/testing services will be prepared at project completion. February 5, 2020 23 GMU Project 18-203-00 (Revised March 10, 2020) Ms. Kathryne Cho, CITY OF NEWPORT BEACH Preliminary Geotechnical Investigation Report, Grant Howald Park Rehabilitation, 3000 51 Avenue, Corona Del Mar, California LIMITATIONS All parties reviewing or utilizing this report should recognize that the findings, conclusions, and recommendations presented represent the results of our professional geological and geotechnical engineering efforts and judgements. Due to the inexact nature of the state of the art of these professions and the possible occurrence of undetected variables in subsurface conditions, we cannot guarantee that the conditions actually encountered during grading and foundation installation will be identical to those observed and sampled during our study or that there are no unknown subsurface conditions which could have an adverse effect on the use of the property. We have exercised a degree of care comparable to the standard of practice presently maintained by other professionals in the fields of geotechnical engineering and engineering geology, and believe that our findings present a reasonably representative description of geotechnical conditions and their probable influence on the grading and use of the property. Because our conclusions and recommendations are based on a limited amount of current and previous geotechnical exploration and analysis, all parties should recognize the need for possible revisions to our conclusions and recommendations during grading of the project. Additionally, our conclusions and recommendations are based on the assumption that our firm will act as the geotechnical engineer of record during grading of the project to observe the actual conditions exposed, to verify our design concepts and the grading contractor's general compliance with the project geotechnical specifications, and to provide our revised conclusions and recommendations should subsurface conditions differ significantly from those used as the basis for our conclusions and recommendations presented in this report. Detailed corrosion testing and recommendations for protecting buried ferrous metal and/or copper elements are beyond our purview. This report has not been prepared for use by other parties or projects other than those named or described herein. This report may not contain sufficient information for other parties or other purposes. February 5, 2020 24 GMU Project 18-203-00 (Revised March 10, 2020) Ms. Kathryne Cho, CITY OF NEWPORT BEACH Preliminary Geotechnical Investigation Report, Grant Howald Park Rehabilitation, 3000 51 Avenue, Corona Del Mar, California CLOSURE We are pleased to present the results of our geotechnical foundation investigation for this project. The Plates and Appendices that complete this report are listed in the Table of Contents. If you have any questions concerning our findings or recommendations, please do not hesitate to contact us and we will be happy to discuss them with you. eRpFESSI�v,\ C C 84197 Q 'r Civkv �Q OF CAI -\F ns/18-203-00 (3-10-2020) Respectfully submitted, GMU GEOTECHNICAL, INC. Nadim Sunna, M.Sc., PE 84197 Senior Engineer By: Silver, M.S.c, P.E., G.E. 2336 Principal Geotechnical Engineer February 5, 2020 25 GMU Project 18-203-00 (Revised March 10, 2020) Ms. Kathryne Cho, CITY OF NEWPORT BEACH Preliminary Geotechnical Investigation Report, Grant Howald Park Rehabilitation, 3000 51 Avenue, Corona Del Mar, California REFERENCES SITE-SPECIFIC REFERENCES (1) 90% Construction Document Package, Grant Howald Park Rehabilitation, Project No. C- 7476-1 (19P11), prepared by RJM Design Group, dated December 5, 2019. (2) Foundation Investigation Report Addendum and Revised Grading Recommendations, Proposed Community Youth Center, Corona Del Mar, California, prepared by Moore & Taber, dated July 2, 1987. TECHNICAL REFERENCES California Building Standards Commission and International Conference of Building Officials, 2019, 2019California Building Code. Coduto, Donald P., 1994, Foundation Design: Principles and Practices: Prentice -Hall, Inc., Englewood Cliffs, New Jersey. Standard Specifications for Public Works Construction, by Public Works Standards, Inc., 2015, The Greenbook 2018 Edition. U.S. Geological Survey, 2014, 2014 Interactive De -aggregations Program; web site address: https:Hearthquake.usgs.gov/hazards/interactive/. February 5, 2020 26 GMU Project 18-203-00 (Revised March 10, 2020) Ism �• ��� JfflOR ��� �♦��i, ��r' lam` �: �■ ► .� ��i �• ::: �i o,�i�prr0 Ow � � �i�♦ � ♦�• �.`�� �� G������ S.`: iii//��ii �in - �� �i�♦ ` �� ♦.` �1 iii � � : — ��ii � � Innis,OWN 1 s� �I ►�IIIr i � nr1 ►I �'� , �i� X11 �� p. JO- •-• - Location Map CONSTRUCTION NOTES U ' NOTE TO CONTRACTOR: GENERAL CONSTRUCTION NOTES ® CONSTRUCT A.- A.B. PAVEMENT FOR PARKING 5TALLS- CONFIRM SECTION WITH SOILS ENGINEER ® STORM DRAIN CONSTRUCTION NOTES CONSTRUCT ATRIUM DRAIN PER DETAIL 3. SHEET C-002 Fs CONTRACTOR TO vERXr ETEVADON PRIOR TO CONSTRUCNON ANO NOT_ CIVIL ENGINEER IMMEDIATELY OF ANY DISCREPANCY. Lu O CONSTRUCT A.- A.B. PAVEMENT FOR DRIVE AISLES- CONFIRM SECTION WITH SOILS ENGINEER Tn CONSTRUCT4"PVC,SCH405TORM DRAINPIPE. BEDDING PER DETAIL4, SHEET 00.02 L cF 1REF6 iG DH -4 - J ( „'FS O2 CONSTRUCT TYPE A CURB& GUTTER PER CITY OF NEWPORT BEACH DWG.5TD-182-4 CF.PERPUN ® CONSTRUCT 6" PVC, SCH 40, STORM DRAIN PIPE, BEDDING PER DETAIL 4. SHEET C-0.02 NOTE TO CONTRACTOR: O3 CONSTRUCT TYPE B CURB PER CITY OF NEWPORT BEACH DWG. SHE. 182 L -C.i. PER PUN ® CONSTRUCT B"PVC, SCH 40STORM DRAIN PIPE. BEDDING PER DETAIL 4. SHEET C -OAA y 3] O CONSTRUCT CONCRETE ROLLED CURB PER OCPW SID. PUN 1201-C.i. PER PUN ® CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 5, SHEET C-002 ✓ EMOi WOMtTAALEXISTING UIIHPROTECTTHEMIDFE$ ASPUCEFAS RITEMOF QUIRED OS CONSTRUCT TYPE II RUBBER POLYMER MODIFIED SLURRY SEAL ® CONSTRUCT SUBDRAIN PER DETAIL 6, SHEET C-0.02 © CONSTRUCT CONCRETE 24" STEP OUT CURB PER DETAIL I, SHEET C-002 ® CONNECT SUBDRAIN TO PVC STORM DRAIN LINE Di CONSTRUCT CURB RAMP PER CITY Of NEWPORT EACH DWG. STD: 101,1 A. CASE PER PUN ® WATER NOFILTRAnoN SYSTEM (MWS 15-20 V -UG) PER DETAIu. SHEET C -D.03 AND CO STRU'pCTURER NOTE TO CONTRACTOR: OB CONSTRUCT CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS ® THE RECOMMENDATIONSSTORM CO NSTRUCT RUBBERPLAY SHEETC-...2 ALL GRADING AND EARTHWORK IS TO BE DONE IN ACCORDANCIEDB THF EARINWORKSPECIFICAHON Q CONS TRUCi9UYGROUND SURFACE PER LANDSCAPE ARCNIECIPUNS AND AS OIRECED BY LXF GFOLFCHNICAI ENGINEER. 1® PROTECT IN PUCE ® AY AREAASUBDRAINPERDETAlLY CONSEUCi SAND PLAY AREA SUBDRAIN PER DETAIL B. SHEET C-001 CONNEC110EXISI.CAICX BASINPfR0ETARMSXEETC-0.02 Q CONSTRUCTEYTO6" CURB FACETRANSITION PER DETAIL 9. SHEET C-0.02 O CONSTRUCT PNVAE DRAIN THROUGH CURB PER CITY Of NEWPORT BEACH OWG.STD-184-1 1© CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY Of NEWPORT EACH DWG. S-1 60 J -A, MODIFY PER PUN 1© CONSTRUCT FULL -DEPTH A.C. PAVING PER DETAIL z, SHEET C.D.0 ® WATER CONSTRUCTION CONNECT TOEXISHNG WATER UNE T® ADJUST MANHOLE/UHUTY SOX/VAULT TO GRADE Q CONSTRUCT 1/2 PVC, SCH 40. WATER NNE. BEDDING PER DETAIL 4, SHEET C-0.02 I® COMPLETE CROSS GUTTER PER CITY Of NEWPORT BEACH DWG. STD, 185-L MODIFY PER PUN ® CONNECT TO DRINKING FOUNTAIN- SEF LANDSCAPE ARCHITECT PUNS lO CONSTRUCT SIDEWALK PER CITY Of NEWPORT BEACH DWG. STD.IN-L 3 a ••. gill t y s+ ..... F Esa = e i a E tt Ytte :: ssrt,3rt i i af ..:.................. E , U ......::. �::••:::::: BE:.. t I E Yt F E` 4 .:..:i::::.:::::::c.-... ...s e ••.. •S.. �z P'..i.. u.) 2 I JS s X 135AF • o/ O2 .,i I d 354 i57F 35Ale1SF5 3&30 f5 1 f F IT 'as ii x16a a f.. } N.I.C.^ 1 �. s'p f N.I.C. _UU IS C�S�tl' OGS ' 1 �� I I s I j�J OP O PER sx msI I I 1 1 LANDSCAPE U JOIN �_3s_LE34 J .ro Fs tip, I 11 i ARCNTTECT PLANS B w"� laa.asJ S ,1 3 I _ . J (�Jij� 1 •-TYP.IU Q_LF 3384 IS 1 F, RHE �}} / J6:o0IS \, 33.68 iS I I V T 1JOIN ,�.I f -Ge a 350JF5 I 1 V^ 1 LJ21�.I fS " 3J FS 6 GB - 14 i� , B3: I I } \ & 3318 5 ATER I 1 LIMIT OF WORK PER S * --' 33.37 IS O 1 LANDSCAPE ARCHITECT PLANS.:w1v 1 1 -TYP. 1 I I �• � s v 1� f B I ' 3 .3I T '/ i I II ves is ©-_I 3z.le fs� N II rRFF I z.1 max. N.I.C. --• %J•56 f3 O N.I.F 31A,TC, DH -9 DH -10 2: R 1 (5') --- ---_ WAIF JON 5 \ (35) J273 Slo NF T F M N JO NS I I 1 2-3 f .91N z611N 6)15 M 130.411 i5 -\_- � V2,]IELD R CHAMBER 5ENHffISYN 29 J2 M INV R1 S 10 �5 2.1 OROA1NPOant�INV Wai low n z4N IB d V 2526 INV � - \ f1 1 J B) I 2 2.9 f 0°I^ m O _ F i. ,/" JOIN.1 i`� I -- 1pCd8. _ - s�2P>5)5 a _- - - 2.IF Olf B eow, 1 'v o cIQ.-I 2 I Y i T Y .4I T • e D - - Gen - _y25.10 f5 _i+_ _ 1 N.I.C.26Q6s TC D.e3 iC D.i. 2I z I 121 S_34.Yl LVW nul" 29.]5 FS I. SSW 1 aA M1iI ED,29,63 iC 11,41 C 3D00'MC Ki:-.. 6sHwi 2PR L�& ____ n _______-_' N---------,a.2:1CI TH AVO E RL-T9 ]2Y HH1LIMIT F LANDSCAPE 2B.DJTG w121 LEGEND u:06 it ARCHITECT PLANS -TYP. E r, DH -9 -+ (DEPTH) APPROXIMATE LOCATION OF DRILL HOLE 0 SCALE: 60' 60 C-1.01 DH -10 APPROXIMATE LOCATION OF (DEPTH) HAND AUGER DRILL HOLE _ - -- KEY MAP ARCI -TTP. N DH -7 (F) PARCEL 1 DH -5 (15') - , ,__ / ,GTN N.I.C. DH -3 '3°15„`5 ou° I� 112 TC LJS�v3)FS llllll 1 1 N.LC. M W JJ.2 FG Y 30.5 iG �)'`- 27.5 Ti Li9J_LB] __iii - Y R N.I.C. B$w 2 , 1 : 13 esu N .C. TT _, ]JI.11 iC 1 10.31 IC 29,01 25.)4B W vHu (20591 F1 - - Id IS lc - LIMIT OF WORK PER LANDSCAPE DH -8 APPROXIMATE LOCATION (DEPTH) OF HAND AUGER 0 PERCOLATION DRILL HOLE Geotechnical h U Lu Lu Fs Lu Tn I L cF 1REF6 iG DH -4 - J ( „'FS 35641(3)1 2 335-20 45 n Q u.6S 3223 a9W\ c a .�© G y 3] 30D INV , / 0 FIELD ✓ 'TOUT IND NO.C. ] .9f 29.91E 28 NV NT - NV@ 3 OUIlE1 -2 U. JJ.2 FG Y 30.5 iG �)'`- 27.5 Ti Li9J_LB] __iii - Y R N.I.C. B$w 2 , 1 : 13 esu N .C. TT _, ]JI.11 iC 1 10.31 IC 29,01 25.)4B W vHu (20591 F1 - - Id IS lc - LIMIT OF WORK PER LANDSCAPE DH -8 APPROXIMATE LOCATION (DEPTH) OF HAND AUGER 0 PERCOLATION DRILL HOLE Geotechnical h CONSTRUCTION NOTES GENERAL CONSTRUCUON NOTES STORM DRAIN CONSTRUCTION NOTES ® CONSTRUCT-"A.C./_"A.B. PAVEMENT FOR PARKING 5TAQ4- CONFIRM SECTION WITH 50113 ENGINEER ® CONSTRUCT ATRIUM DRAIN PER DETAIL 3. SPIRIT C"0.02 ® CONSTRUCT "AC./_"A.B. PAVEMENT FOR DRIVE AISLES" CONFIRM SECTION WITH SOILS ENGINEER ©1 CIN STRUCT:"PVC.11111. STORM DRAIN PIPE. BEDDING PER DETAIL:, SHEET C"0.02 O CONSTRUCT ttPFACUTR6GUTTFR PFR CItt OF NEWPORT BFACX DW G. STD-182-L-C.F. PFR PIAN ® CONSTRUCT d"PVC SCN:O. STORM DRAINPIPE. REDOING PFR DETAIL:, SNFEiCLA2 O3 CONSTRUCT ttPFBCURB PER CItt OF NEWPORT BEACH DWG, 510-182-L-C.i. PER PIAN ® CONSTRDCi B"PVC. SCH:0. 110RM DRAIN PIPE. BEDDING PER DETAIL:, SHEET C"0.02 O CONSTRUCT CONCRETE ROLLED CURB PER OCPW SITZ. PLAN 1201 - C.F.PERPUN ® CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL S, SHEET C-002 OS CONSTRUCT TYPE II RUBBER POLYMER MODIFIED SLURRY SEAL ® CONSTRUCT SUBDRAIN PER DETAIL d. SHEET C"0.02 © CONSTRUCT CONC RETE 2:" STEP OUT CURB PER DETAIL I. SHEET C-002 ® CONNECT SUBDRAIN TO PVC STORM DRAIN UNE 0 CONSTRUCT CURB RAMP PER CITY OF NEWPORT BEACH DWG. ST0:181"I"B. CASE PER PLAN ® CONSTRUCT STORM WATER BIOFILTRATION SY5TEM(MWS-L11-20"V-UG) PER DETAIL I. SHEET C-0.03 AND Q CONSTRUCT CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLAINS THE MANUFACTURER RECOMMENDATIONS ® CONSTRUCTRUBBERPLAYAREASUBDRAINPERDETAIL9,SHEETC-0.02 OO CONSTRUCT PLAYGROUND SURFACE PER LANDSCAPE ARCNITRCIP ANS ® CONSTRUCTSANDP AY AREA SUBDRAIXPER OF AIL B. SHEET C"0.02 PROTECT IN PLACE Q CONSTRUCT 0" TO 6" CURB FACE TRANSITION PER DETAIL 9. SHEET C-0.02 CONNFCITO FXISI. CATCH BASIN PER DET:111 AIL I O. SHEET C0.02 Q CONSTRUCT PRIVATE GRAIN THROUGH CURB PER CITY OP NEWPORT BEACH DWG.STD-1R:-L MODIFY PER COMMERCIAL DRIVEWAY APPROACH PER CITY Of NEWPORT BEACH DWG. 510 -1d0 -1-A, ER CONSTRUCTION NOTES © CONSTRUCT FULL DEPTH A.C. PAVING PER DETAIL 2, SHEET C-0.02 ® CONNECT TO EXISTING WATER LINE 1® ADJUST MANHOLE/UUUtt BOXNAUIT TO GRADE ©i CONSIRUCTI/ PVC, SCH W. WATER UNE, BEDDING PER DETAIL:, SHEET C-002 1® COMPLETE CROSS GUTTER PER CITY OF NEWPORT BEACH DWG. S10:111RA. MODIFY PER PUN ® CONNECT IO DRINKING FOUNTAIN- SEE LANDSCAPE ARCHITECT PUNS CONSTRUCT SIDEWALK PER CITY Of NEWPORT BEACH DWG.RM.-I0-L cl 1 1 L.Ir no Wnov o00 �_ �INXNr N.I.C. --� I L All re }t6ini�lriiwi�7 I � E3 NOTE TO CONTRACTOR: NOTE TO CONTRACTOR: 'NOTE TO CONTRACTOR: CHECK LAY EQUIPMENT FOOTINGS IN TOT LOT ALL GRADING AND EARTHWORK IS TO BE DONE IN ACTOR iO VERIFY ELEVATION I`ORTO DO NOT INTERFERE WITH CATCH BAS AN. STORM ACCORDANCE WITH THE EARTHWORK SPECIFICATION CONSRUCTION AHO NOTIFY CIVIL ENGINEER DRAIN F PRIOR TO CONSTRDCTION.SA AND AS DIRECTED BY ME GEOTECHNICAL ENGINEER. DISCREPANCY, NOTE TO CONTRACTOR: LOCATE ALL EXISTING UTIUTIES ASA FIRST ITEM OF LEGEND (PLAYGROUND) WORK AND PROTRn THEM IN PUCE AT REQUIRED. TOC a IOP Of CONCRETE 10S P IOP OF SUBGRADE LEGEND DH -2 APPROXIMATE LOCATION OF (DEPTH) HAND AUGER DRILL HOLE I I+ I REMOVED I I / / RELOCATED EPFR / ARCHITECT PUNS I IT / 4 I TREE I N_LC. TRtiE 1 �/ f I �\ i (65% I N.I.C. II TOP OF WALL ELEVATION PER GRADING PLAN NATIVE SOIL CAP WATERPROOFING (see Notes 3 and 4) (see Note 6) Minimum NATIVE OR Width=2' I SELECT SOIL BACKFILL SELECT GRANULAR BACKFILL MATERIAL (see Note 2) PROPOSED FINISH GRADE ELEVATION BACKCUT PER SOILS REPORT AND OSHA REQUIREMENTS TOP OF FOOTING ELEVATION PER I GRADING PLAN ` BACK DRAIN ® (SEE NOTES 7 AND 8) a a a FOOTING PER STRUCTURAL L]77777' DETAILS RETAINING WALL DETAIL NOT TO SCALE 1. FINAL DETERMINATION OF THE MATERIALTO BE USED FOR BACKFILL SHALL BE MADE BYGMU. 2. ALLSELECTBACKFILLTOWITHIN1T02FEETOFFINAL GRADE SHOULD CONSISTOFFREE-DRAINING GRANULAR MATERIAL (I.E. SE 30 SAND, PEA GRAVEL, OR CRUSHED ROCK). CRUSHED ROCK, IF USED, SHOULD BE WRAPPED IN FILTER FABRIC (M I RAM 140N OREQUIVALENT)TOMINIMIZE THE POTENTIAL FOR MIGRATION OF FINES INTOTHEROCK. THE SELECT BACKFILL SHOULD BE MOISTURE CONDITIONEDTO ACHIEVE OVER OPTIMUM MOISTURE CONTENT PERTHESOILSREPORTAND COMPACTED TO AT LEAST90%RELATIVE COMPACTION AS DETERMINED BYASTM TEST METHOD D 1557. 3. FINE-GRAINED NATIVE SOILS SHOULD BE USED TO CAPTHE SELECT BACKFILL ZONE. 4. ALL NATIVE OR SELECT SOIL WALL BACKFILLSHOULDBEMOISTURE CONDITIONEDASNECESSARYTO OVER OPTIMUM MOISTURE CONTENT PERTHESOILSREPORTAN D COMPACTED TO AT LEAST 90% RELATIVE COMPACTION AS DETERMINED BYASTM TEST METHOD D 1557. 5. THE BACKSIDE OF THE WALLS SHOULD BE WATERPROOFED DOWN TOANDPCROSSTFETCPOFTHE FOOTING. THEDESIGNAND SELECTION OF THE WATERPROOFING SYSTEM IS OUTSIDE OFTHEPURVIEW OFGMU. 6. THE WATERPROOFING SYSTEM AND ANY DRAIN BOARDS SHOULD BE PROTECTED FROM DAMAGE BY CONSTRUCTION ACTIVITIES. THE TOP EDGE OF THE WATERPROOFING AND ANY DRAIN BOARDS SHOULD BE PROPERLY ADHERED TO THE WALL AND SEALED TO PREVENT THE POSSIBLE ACCUMULATION OF DEBRIS BETWEEN THE DRAINAGE/WATERPROOFING SYSTEM AND THE WALL. 7. THE BACKDRAIN SYSTEM SHOULD CONSIST OF 4" PERFORATED PIPE SURROUNDED BY AT LEAST ONE CUBICFOOTOF3/4"- 1.5"OPEN GRADED GRAVELWRAPPEDINMIRAF1140NFILTER FABRIC (OR EQUIVALENT). THE PERFORATED PIPE SHOULD CONSIST OF SDR -35 OR SCHEDULE 40 PVC PIPE (OR APPROVED EQUIVALENT) LAID ON AT LEAST 2"OF CRUSHED ROCK WITH THE PERFORATIONS LAID DOWN. THE BACKDRAIN GRADIENT SHOULD NOT BE LESS THAN 1 %WHEN POSSIBLE. THE PERFORATED PIPE SHOULD OUTLET INTO AREA DRAINS OROTHER SURABLEOUTLETPOINTSAT RUNS OF 200 FEET OR LESS, IF PRACTICAL. IF THE BACKDRAINS CANNOT BE OUTLETED BY GRAVITY FLOW, A SUMP PUMP SYSTEM WILL NEED TO BE DESIGNED AND CONSTRUCTED. REDUNDANT BACK-UP PUMPS OR COMPONENTS ARE RECOMMENDED. DESIGN OF THIS SYSTEM IS OUTSIDE OF THE PURVIEW OF GMU. 8. THETIE-IN LOCATIONS FOR BACKDRAINOUTLETSSHOULDBESHOWN ONTHE PRECISE GRADING, SITE WALL, AND/OR LANDSCAPE PLANS. PLATE _. ` , I RETAINING WALL CONSTRUCTION DETAIL 1 3 APPENDIX A Geotechnical Exploration Procedures and Logs %il,VILJ Ms. Kathryne Cho, CITY OF NEWPORT BEACH Preliminary Geotechnical Investigation Report, Grant Howald Park Rehabilitation, 3000 51 Avenue, Corona Del Mar, California APPENDIX A GMU GEOTECHNICAL EXPLORATION PROCEDURES AND LOGS Our exploration at the subject site consisted of ten (10) drill holes. The estimated locations of the explorations are shown on Plate 2 — Geotechnical Map. Our drill holes were logged by a Staff Engineer, and drive, SPT, and bulk samples of the excavated soils were collected. "Undisturbed" samples were taken using a 3.25 -inch outside -diameter drive sampler which contains a 2.416 -inch -diameter brass sample sleeve 6 inches in length. Standard penetration testing (SPT) with a 2.0 -inch outside diameter split spoon sampler without liners was performed in the borings during advancement. Blow counts recorded during sampling from the drive sampler and SPT are shown on the drill hole logs. The logs of each drill hole are contained in this Appendix A, and the Legend to Logs is presented as Plate A-1 and A-2. The geologic and engineering field descriptions and classifications that appear on these logs are prepared according to Corps of Engineers and Bureau of Reclamation standards. Major soil classifications are prepared according to the Unified Soil Classification System as modified by ASTM Standard No. 2487. Since the descriptions and classifications that appear on the Log of Borings are intended to be that which most accurately describe a given interval of a boring, frequently an interval of several feet), discrepancies do occur in the Unified Soil Classification System nomenclature between that interval and a particular sample in that interval. For example, an 8 -foot -thick interval in a log may be identified as silty sand (SM) while one sample taken within the interval may have individually been identified as sandy silt (ML). This discrepancy is frequently allowed to remain to emphasize the occurrence of local textural variations in the interval. February 5, 2020 A-1 GMU Project 18-203-00 m m MAJOR DIVISIONS TYPICAL NAMES o � c� 15 (California Sample) ow 614`: Well Graded Gravels and Gravel -Sand Mixtures, P Push Clean Uncorrected Blow Counts (" N" Values) j� U Little or No Fines. f[a Poorly Graded Gravels and Gravel -Sand Mixtures GRAVELS Gravels 50% or More of SPT Sample GIR Little or No Fines. COARSE-GRAINED SOILS Coarse Fraction F - More Than 50% Retained Retained on Gravels GM Silty Gravels, Gravel -Sand -Silt Mixtures. On No -200 Sieve No -4 Sieve WRh GC Clayey Gravels, Gravel -Sand -Clay Mixtures. Fines Based on The Material SW i ! Well Graded Sands and Gravelly Sands, Little or No Fines. Passing The 3 -Inch (75mm) Sieve. Clean SP Poor Graded Sands and Gravel Sands, Little or No Fines, tY 11 Reference: SANDS More Than 50% Sands ASTM Standard D2487 of Coarse Fraction Passes Sands SM '' .: Silty Sands, Sand -Sill Mixtures. No.4 Sieve With SC ' Clayey Sands, Sand -Clay Mixtures. Fines ML Inorganic Silts, Very Fine Sands, Rock Flpur, Silty or Clayey Fine Sands or Clayey Sifts With Slight Plasticity. FINE�3RAINED SOILS SILTS AND CLAYS Inorganic Clays of Low To Medium Plasticity, 50% or More Passe Liquid Limit Less CL Gravelly Clays, Sandy Clays, Silty Clays, Lean Clays. The No 200 Sieve Than 50% OL Organic Silts and Organic Silty Clays of Low Plasticity Based on The Material Mm Inorganic Sifts, Micaceous or Diatornaceous Fine Sandy PassingThe3-Inch (75mm) Sieve-, or Silty Soils, Elastic Sills. SILTS AND CLAYS Reference: Liquid Limit 50% CH Inorganic Clays of High Plaslicily, Fat Clays - ASTM Standard D24B7 or Greater OH Organic Clays of Medium To High Plasticity, Organic Sills. HIGHLY ORGANIC SOILS PT - peat and Other Highly Organic Soils - The descriptive terminology of the logs is modified from current ASTM Standards to suit the purposes of this study ADDITIONALTESTS I DS = Direct Shear HY= Hydrometer Test TC = Triaxial Compression Test UC = Unconfined Compression CN = Consolidation Test {T} = Time Rate EX = Expansion Test CP = Compaction Test PS = Particle Size Distribution El= Expansion Index SE= Sand Equivalent Test AL = Atterberg Limits FC = Chemical Tests RV = Resistance Value SG = Specific Gravity SU = Suffales CH = Chlorides MR = Minimum Resistivity pH {N} = Natural Undisturbed Sample {R} = Remolded Sample CS = Collapse Test/SwelISettlement VI�IY PS -1111612012 GEOLOGIC NOMENCLATURE B = Bedding C = Contact J = Joint F= Fracture FR = Fault S = Shear RS = Rupture Surface SY = Seepage ■ = Groundwater SAMPLE SYMBOLS 10 Undisturbed Sample 15 (California Sample) 10 Slows for 12 -Inches Penetratior. 614`: Undisturbed Sample P Push (Shelby Tube) Uncorrected Blow Counts (" N" Values) j� U Bulk Sample f[a Unsuccessful . ] Sampling Attempt SPT Sample 5 10 Do" per 6 -Inches Penetration 15 10: 10 Slows for 12 -Inches Penetratior. 614`: 6 Slows for 4 -Inches Penetration P Push (13): Uncorrected Blow Counts (" N" Values) for 12 -Inches Penetration- Standard Penetration Test (SPT) 000 a 0 o g � 9 4 6 o B • 0 4� as B r ae s p � e H h m a " v o • a q•r ro � C °trauo r 10=5 15? LEGENDTOLOGS ASTM Designation: D 2487 (Based on Unified Soil Classification System) Plate FM - IR e rr� V I11IY P8 -11/16d2012 MODIFIERS SOIL DENSITYICONSISTENCY 1% Density Field Test FINE GRAINED Soft Can be crushed b hand, soil like and structureless Consistency Field Test SPT #blowslfooi Mod #blowslfool Very Soft Easi ly pene!rated by thumb, exudes between fin ers �2 <3 Soft Easily penetrated one inch by thumb, molded by fingers 2-4 3-5 Firm Penetrated over 112 inch by thumb M moderate effort 4$ 6-12 Stiff Penetrated about 112 inch by thumb wilh great effort 8-15 12-25 Very Stiff Readily indented by thumbnail 15.30 25-50 Hard Indented with d ifficulty by thumbnail }30 >50 COARSE GRAINED Density Field Test SPT #blowslfool Mod #b€owslfooi Very Loose Easi ly penetrated with 0.5" rod pushed by hand <4 <5 Loose Easi ly penetrated vvilh 05' rod pushed by hand 5.12 Medium Dense Easily penetrated 1' with 05' rod driven by 51b hammer 10-30 12-35 Dense IlDificull to peneirat 1' with 0.5" rad driven by 51b hammer 31-50 35-60 Ve Dense I Penetrated few inches with 0.5" rod driven by 51b hammer X50 >W IR e rr� V I11IY P8 -11/16d2012 MODIFIERS BEDROCK HARDNESS 1% Density Field Test SPT #blowslfoot Soft Can be crushed b hand, soil like and structureless 1-30 ModeratelyHard Can he moved with fingernails, crumb€es with hammer 30-50 Hard Can't break hand, can be moved with knife 50-100 [VeryHard Scratcheswilh knife, chi s wish hammer blows >100 IR e rr� V I11IY P8 -11/16d2012 MODIFIERS GRAIN SIZE 1% Description Sieve Size Grain Size Approximate Size Boulders 312" }12" Larger than a basketball Cobbles 3-12" 3-12" Fist -sired to basketball -sized Gravel Coarse 314-3" 314-3" Thumb -sized to fist -sized Fine 94-314" 0.19-0.75" Pea-sized to thumb -sized Sand Coarse #1044 0.079-0.19" Rack -sail -sized to ea -sized Medium #40410 0.017-0.079" Sugar -sized to rock sail -sized Fine #200-440 0.0029-0.017" Flour -sized to su ar-sized Fines assin 4200 <0.0029" Flour -sized and smaller IR e rr� V I11IY P8 -11/16d2012 MODIFIERS Trace 1% Few 1-5% Some 5-12% Numerous 12-20% Abundant -20% MOISTURE CONTENT III Dry- Very little or no moisture Damp- Some moisture but less than optimum Moist- Near optimum Very Moist- Above optimum WeUSaturated- Contains free moisture LEGEND TG LOGS ASTM Designation: D 2487 (Based on Unified Soil Classification System) Plate FAN 0 it Project: Grant Howald Park Rehabilitation Project Location: Corona Del Mar, CA Project Number: 18-203-00 Log of Drill Hole DH- 1 Sheet 1 of 1 Date(s) 12/17/18 Logged AV Checked NS Drilled By By Drilling Hollow Stem Auger Method Drilling 2R Drilling, Inc. Contractor Total Depth 5.0 feet of Drill Hole Drill Rig CME 75 Diameter(s) $„ Approx. Surface 137.0 Type of Hole, inches Elevation, ft MSL Groundwater Depth WA n Sampling Bulk sample Drill Hole Native [Elevation], feet Method(s) Backfill Remarks Driving Method and Drop ���� GEOTECHNICAL, INC, SAMPLE DATA TEST DATA z> GEOLOGICAL ENGINEERING o ° CLASSIFICATION AND ORIENTATION CLASSIFICATION AND �� a z > a a DESCRIPTION DATA DESCRIPTION a mm �� 21. g� w C�7 U) z0 0� 23 0�: ¢WJ GRASS AND TOPSOIL SANDY CLAY (CL); brown, moist to very ARTIFICIAL FILL (Oaf) rootlets moist, firm to stiff, sand is very fine to fine grained, some fine gravel 135 i% OLD PARALIC DEPOSITS (Oop) YEY CLASAND(SC); yellowish brown, r; j moist to damp, sand is very fine to fine -52 rained, some fine to coarse gravel otal depth= bo No groundwater Drill Hole DH -1 ���� GEOTECHNICAL, INC, Project: Grant Howald Park Rehabilitation Project Location: Corona Del Mar, CA Project Number: 18-203-00 Log of Drill Hole DH- 2 Sheet 1 of 1 Date(s) 12/17/18 Logged AV Checked NS Drilled By By Drilling Hollow Stem Auger Method Drilling 2R Drilling, Inc. Contractor Total Depth 5.0 feet of Drill Hole Drill Rig CME 75 Diameter(s) 8.. Approx. Surface 130.0 Type of Hole, inches Ellevation, ft MSL Groundwater Depth N/A Il Sampling Bulk sample Drill Hole Native [Elevation], feet Method(s) Backfill Remarks w Driving Method and Drop GEOTECHNICAL,INC. SAMPLE DATA TEST DATA iv z o GEOLOGICAL ENGINEERING `° °-° CLASSIFICATION AND ORIENTATION CLASSIFICATION AND Q� Ir �� o a Q DESCRIPTION DATA DESCRIPTION W a mm > �z �� E� w w o z0 0 � 26 0� °aH CSD c¢n GRASS AND TOPSOIL CLAYEY SAND (SC); yellowish brown to OLD PARALIC DEPOSITS (Qop) ,'- brown, moist, medium dense to dense, rootlets sand is fine grained, numerous fine to coarse gravel light yellowish brown, dry, very dense, sand is very fine to fine grained 125-5 Total depth = 5' No groundwater Drill Hole DH- 2 T GW GEOTECHNICAL,INC. Project: Grant Howald Park Rehabilitation Project Location. Corona Del Mar, CA Project Number: 18-203-00 Log of Drill Hole DH- 3 Sheet 1 of 2 Date(s) 12/17/18 Logged AV Checked NS Drilled By TEST By Drilling Method Hollow Stem Auger Drilling Contractor 2R Drilling, Inc. Total Depth 35.9 feet of Drill Hole Drill Rig CME 75 Diameter(s) $11 Approx. Surface 139.0 Type of Hole, inches Elevation, ft MSL Groundwater Depth N/A0 Sampling Open drive sampler with 6 -inch Drill Hole Native [Eievation], feet Method(s) sleeve, SPT, and bulk sample Backfill Remarks o Driving Method 1401b hammer, 30" drop and Drop WAIMP SAMPLE DATA TEST DATA z o GEOLOGICAL ENGINEERING O o J °-° C) CLASSIFICATION AND ORIENTATION CLASSIFICATION AND rc� Cc o > a DESCRIPTION DATA W DESCRIPTION a M J �_ �� z� �� �F J W W Q ❑ LL CC W OO 26 jr W ❑ W W ❑ (3 (A z ❑ ❑3: QH GRASS AND TOPSOIL CLAYEY SAND (SC); brown, moist to ARTIFICIAL FILL (Qaf) very moist, firm to stiff, sand is very fine to fine grained, some fine to coarse gravel OLD PARALIC DEPOSITS (Qop) SANDY CLAY (CL); olive brown, damp to ." moist, stiff i 135-- .5 19 19 104 16 15 ---------------- POORLY GRADED SAND (SP); reddish brown, medium dense, sand is very fine to fine grained, some clay 130-- -10 SILTY CLAY (CL); yellowish olive brown, =__ 4 damp to moist, firm, sand is very fine to = 6 fine grained, some fine gravel = 7 CLAYEY SAND (SC); orangish brown, medium dense, damp, sand is fine 125 grained with some coarse grained sand, j some fine to coarse gravel 15 %' 4 9 104 y 2 SILTY SAND (SM); orangish brown, medium dense, damp, sand is fine to medium grained, some fine gravel 120 Drill Hole DH- 3 GEOTECHNICAL,INC. Project: Grant Howald Park Rehabilitation Project Location: Corona Del Mar, CA Project Number: 18-203-00 Log of Drill Hole DH- 3 Sheet 2 of 2 ��-' GEOTECHNICAL, INC, SAMPLE DATA TEST DATA z o GEOLOGICAL ENGINEERING o ' v CLASSIFICATION AND ORIENTATION y CLASSIFICATION AND rr� � Ez U J o w a a DESCRIPTION DATA W CD DESCRIPTION (L mm > ( �� ZF � �. co w 0 Q) c¢n z o o 2 Ov o� o¢ IW- WEATHERED MONTEREY FORMATION CLAYEY SILTSTONE (ML); yellowish -__ 7 M) brown with olive and orange mottling, dry = 13 to damp, stiff to very stiff, sand is fine = 20 grained, some siltstone fragments -- 115-- 25 ' MONTEREY FORMATION (Tm) CLAYEY SILTSTONE (ML); yellowish 35 27 93 brown with olive and orange mottling, dry 50/4" to damp, stiff to very stiff, sand is fine grained 110-- -30 thinly bedded 18 -_ 21 26 105-- 35 :: shale beds becomes yellowish brown with olive and 35 31 90 orange mottling with gray and black 50/5" pecks ota epth = No groundwater Drill Hole DH- 3 �� T ®I C�ly 0 W, Project: Grant Howald Park Rehabilitation Project Location: Corona Del Mar, CA Log of Drill Hole DH- 4 Project Number: 18=203=00 I Sheet 1 Of 1 Date(s) 12/17/18 Drilled Logged A1/ By Checked NS By Drilling Hollow Stem Auger Method Drilling 2R Drilling, Inc. Contractor Total Depth 3.0 feet of Drill Hole Drill Rig CME 75 Type Diameter(s)$ of Hole, inches Approx. Surface 134.0 Elevation, ft MSL Groundwater Depth N/A 0 [Elevation), feet Sampling Bulk sample Method(s) Drill Hole Native Backfill Remarks Performed infiltration testing at this location Driving Method and Drop � ��°'�'�J GEOTECHNICAL,INC. SAMPLE DATA TEST DATA z 0 o GEOLOGICAL ENGINEERING -�° v CLASSIFICATION AND ORIENTATION CLASSIFICATION AND Cc iii � ° z w DESCRIPTION DATA DESCRIPTION w UJ m U) w (S r� o� 23U W o C7 U) z0 0 � 0� ¢� GRASS AND TOPSOIL SANDY CLAY (CL); dark brown, moist, ARTIFICIAL FILL (Qaf) firm to stiff, sand is fine to medium grained Total depth = 3' No groundwater Drill Hole DH- 4 � ��°'�'�J GEOTECHNICAL,INC. 0 m m x 0 Project: Grant Howald Park Rehabilitation Project Location: Corona Del Mar, CA Log of Drill Hole DH- 5 Project Number: 18-203-00 I Sheet 1 Of 1 Date(s) 12/17/18 Logged AV Checked NS Drilled TEST DATA By By Drilling Method Hollow Stem Auger Drilling Contractor 2R Drilling, Inc. Total Depth 16.5 feet of Drill Hole Drill Rig CME 75 Diameter(s) 811 Approx. Surface 135.0 Type of Hole, inches Elevation, ft MSL Groundwater Depth N/A 0 Sampling Open drive sampler with 6 -inch Drill Hole Native [Elevation], feet Method(s) sleeve, SPT, and bulk sample Backfill Remarks z > Driving Method 1401b hammer, 30" drop and Drop FAIWAt GEOTECHNICAL,INC. SAMPLE DATA TEST DATA iv z o GEOLOGICAL ENGINEERING CLASSIFICATION AND ORIENTATION CLASSIFICATION AND Ir 3: a izz z > a DESCRIPTION DATA DESCRIPTION ° z �z �� �� w a ¢ m >_ z }_ o 20 W C�7 u¢i z0 0 0� ¢W GRASS AND TOPSOIL SANDY CLAY (CL); brown with orange ARTIFICIAL FILL (Oaf) Rootlets and black veins and olive varicoloring, damp to moist, very stiff, some fine grained sand 14 15 115 OLD PARALIC DEPOSITS (Clop) SANDY CLAY CLAY (CL); brown with 43 orange and olive varicoloring, damp to moist, very stiff, some fine grained sand 130--5 - 11 -_ 16 21 7 17 112 17 35 125-10 becomes brown =__ 11 - 16 -= 20 1120-15 8 10 103 22 17 ---------------- CLAYEY SAND (SC); orangish brown, damp to moist, dense, sand is fine to oarse grained, some fine to coarse ravel Total depth = 16,5 No groundwater Hole DH- 5 GWDrill FAIWAt GEOTECHNICAL,INC. 0 m i Project: Grant Howald Park Rehabilitation Project Location: Corona Del Mar, CA Project Number: 18=203=00 Log of Drill Hole DH- 6 Sheet 1 Of 1 Date(s) 12/17/18 Logged AV Checked NS Drilled DATA By By Drilling Method Hollow Stem Auger Drilling Contractor 2R Drilling, Inc. Total Depth 16.5 feet of Drill Hole Drill Rig CME 75 Diameter(s) 811 Approx. Surface 139.0 Type of Hole, inches Ellevation, ft MSL Groundwater Depth N/A ® Sampling Open drive sampler with 6 -inch Drill Hole Native [Elevation], feet Method(s) sleeve, SPT, and bulk sample Backfill Remarks °—° Driving Method 1401b hammer, 30" drop ORIENTATION CLASSIFICATION AND F and Drop /�461011 V -''� GEOTECHNICAL,INC. SAMPLE DATA TEST DATA z 0 o GEOLOGICAL ENGINEERING to o °—° CLASSIFICATION AND ORIENTATION CLASSIFICATION AND F [rz �F o w a a DESCRIPTION DATA W DESCRIPTION ii �� mm > 0 ) }� o� IC -0- .J 2c) o (�3 U) z0 0 o� ¢IW GRASS AND TOPSOIL CLAYEY SAND (SC); brown with black ARTIFICIAL FILL (Qaf) :�. and orange varicoloring, moist, stiff, sand is very fine to fine grained �y pg 15 11 124 ' P Sprinkler pipe P 35 35 135-- r -5 _ OLD PARALIC DEPOSITS (Qop) SANDY CLAY (CL); brown with black and =__ 8 orange mottling, moist, stiff, sand is very = 9 fine to fine grained 11 firm to stiff 7 21 105 15 20 130-- -10 CLAYEY SILT (ML); yellowish brown, =__ 5 damp to moist, firm to stiff, sand is very = 7 fine to fine grained — 9 125-- -15-- SILTY SAND (SM); reddish brown, damp, 11 5 96 medium dense to dense, sand is very fine 18 to fine grained 24 Total depth = 16.5' No groundwater Drill Hole DH- 6 GJ -''� GEOTECHNICAL,INC. Project: Grant Howald Park Rehabilitation Project Location: Corona Del Mar, CA Log of Drill Hole DH- 7 Project Number: 18-203-00 I Sheet 1 of 1 Dates) 12/1718 Logged AV Checked NS Drilled By By Drilling Hollow Stem Auger Drilling 2R Drilling, Inc. Total Depth 5.0 feet Method Contractor of Drill Hole Drill Rig CME 75 Diameter(s) 811 Approx. Surface 135.0 Type of Hole, inches Elevation, ft MSL Groundwater Depth N/A 0 Sampling Bulk sample Drill Hole Native [Elevation], feet Method(s) Backfill Remarks Driving Method and Drop VA SAMPLE DATA TEST DATA z GEOLOGICAL ENGINEERING `° 0)o ID C) CLASSIFICATION AND ORIENTATION CLASSIFICATION AND y o z a z > a DESCRIPTION DATA DESCRIPTION a m° z 0 �� �� °F W d a g 2m >_— z >-- ocn C3 w o U) z0 0� �c) 0� ¢�W- GRASS AND TOPSOIL SANDY CLAY (CL); brown, moist, firm to ARTIFICIAL FILL (Qaf) stiff, some fine to medium grained sand OLD PARALIC DEPOSITS (Qoa) SANDY CLAY (CL); yellowish brown, moist, firm to stiff, sand is fine to medium grained 130--5 Total depth = 5' No groundwater VJ CW Drill Hole DH- 7 GEOTECHNICA4INC. 0 x 0 Project: Grant Howald Park Rehabilitation Project Location: Corona Del Mar, CA Project Number: 18-203-00 Log of Drill Hole DH- 8 Sheet 1 Of 1 Date(s) 12/17/18 Drilled Logged AV By Checked NS By Drilling Hollow Stem Auger Method Drilling 2R Drilling, Inc. Contractor Total Depth 3.0 feet of Drill Hole Drill Rig CME 75 Type Diameter(s) 811 of Hole, inches Approx. Surface 137.0 Elevation, ft MSL Groundwater Depth N/A 0 [Elevation], feet Sampling Bulk sample Method(s) Drill Hole Native Backfill Remarks Performed infiltration testing at this location Driving Method and Drop L GEOTECHNICAL,INC. SAMPLE DATA TEST DATA z 0 GEOLOGICAL ENGINEERING o ° v CLASSIFICATION AND ORIENTATION CLASSIFICATION AND �� N Ir �� z > II— a DESCRIPTION DATA DESCRIPTION a M J �_ �F- �� a. IL a Fn J W W Q Z) LL W W OO :20 WW 0W W 0 0 U) z 0 03: QH "GRASS AND TOPSOIL SANDY CLAY (CL); brown, moist, firm to ARTIFICIAL FILL (Oaf) stiff, some fine to medium grained sand 135 Total depth = 3' No groundwater gym- T Drill Hole DH- 8 ri L GEOTECHNICAL,INC. 0 m Project: Grant Howald Park Rehabilitation Project Location: Corona Del Mar, CA Project Number: 18-203-00 Log of Drill Hole DH- 9 Sheet 1 of 2 Date(s) 12/17/18 Logged AV Checked NS Drilled SAMPLE By DATA By Drilling Method Hollow Stem Auger Drilling Contractor 2R Drilling, Inc. Total Depth 36.5 feet of Drill Hole Drill Rig CME 75 Diameter(s) 8.. Appra: Surface 133.0 Type of Hole, inches Ellevation, ft MSL Groundwater Depth w'4 Sampling Open drive sampler with 6 -inch Drill Hole Native [Elevation], feet Method(s) sleeve, SPT, and bulk sample Backfill Remarks ENGINEERING Driving Method 1401b hammer, 30" drop o and Drop ��� GEOTECHNICAL,INC. SAMPLE DATA TEST DATA iu z C7 o GEOLOGICAL ENGINEERING `° o LD v CLASSIFICATION AND ORIENTATION CLASSIFICATION AND Ir N r �z > a DESCRIPTION DATA DESCRIPTION w ° M J �� ZF �� z W a. ¢ 2 z >— p w 0 0 c¢n z0 0 UJ � SCC 0� ¢H "-MULCH AND TOPSOIL SILTY SAND (SM); reddish brown, damp ARTIFICIAL FILL (Qaf) to moist, medium dense, sand is very fine to fine grained 130 OLD PARALIC DEPOSITS (Qol)) SILTY CLAY (CL); yellowish reddish brown, damp to moist, very stiff, some fine to medium grained sand, some fine gravel 5 SANDY CLAY (CL); brown with orange --_ 23 mottling, damp, very stiff, sand is fine - 24 grained = 26 125 SILTY CLAY (CL); brown with black mottling, damp to moist, stiff to very stiff, 10 some fine grained sand 14 17 114 16 30 120 CLAYEY SAND (SC); yellowish brown, dry to damp, medium dense, sand is fine to coarse grained, some fine gravel 15 _= 7 -_ 10 = 10 _ _ SILTY CLAY (CL); brown with black mottling, damp to moist, stiff to very stiff, some fine grained sand 115 Drill Hole DH- 9 ��� GEOTECHNICAL,INC. Project: Grant Howald Park Rehabilitation Project Location Project Number: Corona Del Mar, CA 18=203=00 Log of Drill Hole DH- 9 Sheet 2 of 2 ��� GEOTECHNICAL,INC. SAMPLE DATA TEST DATA z 0 GEOLOGICAL ENGINEERING o J CLASSIFICATION AND ORIENTATION y CLASSIFICATION AND �� M� �° z > a DESCRIPTION DATA DESCRIPTION CL m° z �_� ��_ g� _� co J W W 0 CC (9 Q Dm E W fn Z O ❑i�: 00 :E0 fLW 03: DW Q (- MONTEREY FORMATION (Tm) CLAYEY SILTSTONE (ML); yellowish 15 21 106 brown with white, orange, olive mottling, 31 and white and orange veins with black 38 specks, dry to damp, very stiff, some fine grained sand, siltstone fragments and claystone fragments 110-- -25 - 8 -_ 12 18 105 Thinly bedded 30 35 15 111 35 light olive gray with yellow mottling 50 100-- -35 10 -_ 15 -= 22 — — — — — — — — — — — — — — — — SILTY CLAYSTONE (CL); olive gray with orange veins, damp to moist, very stiff, ome very fine grained sand otal depth= No groundwater Drill Hole DH- 9 ��� GEOTECHNICAL,INC. Project: Grant Howald Park Rehabilitation Project Location: Corona Del Mar, CA Project Number: 18=203=00 Log of Drill Hole DH -10 Sheet 1 of 1 Dates) 12/17/18 Logged AV Checked NS Drilled By By Drilling Hollow Stem Auger Method Drilling 2R Drilling, Inc. Contractor Total Depth 5.0 feet of Drill Hole Drill Rig CME 75 Type Diameter(s)$, of Hole, inches APprox. Surface 133.0 Elevation, ft MSL Groundwater Depth N/A [Elevation], feet Sampling Bulk sample Method(s) Drill Hole Native Backfill Remarks Driving Method and Drop " ' OtUItCFiNICAL,WC. SAMPLE DATA TEST DATA w c7 z o GEOLOGICAL ENGINEERING `° °-° CLASSIFICATION AND ORIENTATION CLASSIFICATION AND y o �z z a. �� z = �� oF. > � DESCRIPTION DATA DESCRIPTION EL M J �= � a :E :�jm o~ w o cm7 w zo o � 23 o� ¢�W_ -MULCH AND TOPSOIL SILTY SAND (SM); yellowish brown, OLD PARALIC DEPOSITS (Qop) moist, medium dense, sand is fine grained CLAYEY SAND (SC); yellowish brown, moist, medium dense, sand is fine 130 grained SILTY SAND (SM); yellowish brown, very moist, medium dense, sand is fine 5 rained Total ept = No groundwater Drill Hole DH -10 Irl U " ' OtUItCFiNICAL,WC. APPENDIX B Geotechnical Laboratory Procedures and Test Results VI"WrILi Ms. Kathryne Cho, CITY OF NEWPORT BEACH Preliminary Geotechnical Investigation Report, Grant Howald Park Rehabilitation, 3000 51 Avenue, Corona Del Mar, California APPENDIX B GMU GEOTECHNICAL LABORATORY PROCEDURES AND TEST RESULTS MOISTURE AND DENSITY Field moisture content and in-place density were determined for each 6 -inch sample sleeve of undisturbed soil material obtained from the drill holes. The field moisture content was determined in general accordance with ASTM Test Method D 2216 by obtaining one-half the moisture sample from each end of the 6 -inch sleeve. The in-place dry density of the sample was determined by using the wet weight of the entire sample. At the same time the field moisture content and in-place density were determined, the soil material at each end of the sleeve was classified according to the Unified Soil Classification System. The results of the field moisture content and in-place density determinations are presented on the right-hand column of the Log of Drill Hole and are summarized on Table B-1. The results of the visual classifications were used for general reference. PARTICLE SIZE DISTRIBUTION As part of the engineering classification of the materials underlying the site, samples were tested to determine the distribution of particle sizes. The distribution was determined in general accordance with ASTM Test Method D 422 using U.S. Standard Sieve Openings 3", 1.5", 3/4, 3/8, and U.S. Standard Sieve Nos. 4, 10, 20, 40, 60, 100, and 200. In addition, on one sample a standard hydrometer test was performed to determine the distribution of particle sizes passing the No. 200 sieve (i.e., silt and clay -size particles). The results of the tests are contained in Appendix B. Key distribution categories (% gravel; % sand, etc.) are contained on Table B-1. ATTERBERG LIMITS As part of the engineering classification of the soil material, samples of the on-site soil material were tested to determine relative plasticity. This relative plasticity is based on the Atterberg limits determined in general accordance with ASTM Test Method D 4318. The results of these tests are contained in this Appendix B and also Table B-1. EXPANSION TESTS To provide a standard definition of one-dimensional expansion, a test was performed on typical on-site materials in general accordance with ASTM Test Method D 4829. The result from this February 5, 2020 B-1 GMU Project 18-203-00 Ms. Kathryne Cho, CITY OF NEWPORT BEACH Preliminary Geotechnical Investigation Report, Grant Howald Park Rehabilitation, 3000 51 Avenue, Corona Del Mar, California test procedure is reported as an "expansion index". The results of this test are contained in Appendix B and also Table B-1. CHEMICAL TESTS The corrosion potential of typical on-site materials under long-term contact with both metal and concrete was determined by chemical and electrical resistance tests. The soluble sulfate test for potential concrete corrosion was performed in general accordance with California Test Method 417, the minimum resistivity test for potential metal corrosion was performed in general accordance with California Test Method 643, and the concentration of soluble chlorides was determined in general accordance with California Test Method 422. The results of these tests are contained in Appendix B and also Table B-1. COMPACTION TESTS A bulk sample representative of the on-site materials was tested to determine the maximum dry density and optimum moisture content of the soil. These compactive characteristics were determined in general accordance with ASTM Test Method D 1557. The results of this test are contained in Appendix B and also Table B-1. DIRECT SHEAR STRENGTH TESTS Direct shear tests were performed on typical on-site materials. The general philosophy and procedure of the tests were in accord with ASTM Test Method D 3080 - "Direct Shear Tests for Soils Under Consolidated Drained Conditions". The tests are single shear tests and are performed using a sample diameter of 2.416 inches and a height of 1.00 inch. The normal load is applied by a vertical dead load system. A constant rate of strain is applied to the upper one-half of the sample until failure occurs. Shear stress is monitored by a strain gauge -type precision load cell and deflection is measured with a digital dial indicator. This data is transferred electronically to data acquisition software which plots shear strength vs. deflection. The shear strength plots are then interpreted to determine either peak or ultimate shear strengths. Residual strengths were obtained through multiple shear box reversals. A strain rate compatible with the grain size distribution of the soils was utilized. The interpreted results of these tests are shown in Appendix B. R -VALUE TESTS Bulk samples representative of the underlying on-site materials were tested to measure the response of a compacted sample to a vertically applied pressure under specific conditions. The R -value of a material is determined when the material is in a state of saturation such that water February 5, 2020 B-2 GMU Project 18-203-00 Ms. Kathryne Cho, CITY OF NEWPORT BEACH Preliminary Geotechnical Investigation Report, Grant Howald Park Rehabilitation, 3000 51 Avenue, Corona Del Mar, California will be exuded from the compacted test specimen when a 16.8 kN load (2.07 MPa) is applied. The results from these test procedures are reported in this Appendix B-1. February 5, 2020 B-3 GMU Project 18-203-00 6N0£/l lOJ'IONJM08V0Nd fdJ'00-EOZ-SL V1V0 9Vl-'710S 318V1 f1WJ � [f m M C Lo 00 0. N 2 7 v `0 c O N ¢ w Ln r a M Ln N U H (1 d co 3m CLn t U n n C a r � v m oC c ox A v c° � ME x w E c t3 2, O Ln o 9 1 co o v pU � Q �— Q E O O o E Ol U O M Q U 'X 2.m Ll N N cl C E a O _C15 rn a (D cz S+ J N 0 a co ' co r i o Q ' V M N 00 W J d WO r- o d m J E N0,0 o ,� um) z 440 0 ;. v _ r Cl) = C d' Ln �' U � C/) M O L Od) V LO e O O U N QN + p a M O O 00 d' O 00 n O 0) 00 N 0 co co 0) 00 0) d' (p 0) N (M M C G N C A � C != w d' d' M O T N M d' tf) M d' O Cip Q. O O W O O N O O O d y d: O I� N r N r co LL0 O N [*) d. r N Ln C7 N o d) (4 N d' O O 0 Ln N (0 Ln C? G CC)CD N CO N N 7 U !A Q- O U 3 9 UJ (J Cn J J J J J J J (� () J J J J J J co T (n U co U U U U N U Q Q Q O O O o'E m W o o E E m m O o o m m o o m O a E E O O O O O F F O O O O O O 0 0 O m O F- F- d a O O O C 0 O O O O O O O O LC) Lf) O O Ln M O O O O O O O �pw d' M r M M M M � M M CO N O M co co N N M Cr) Co N Cr) M M N O C o - W O L Ln LO M O C N w O O to N N O O N ^ O N � O O O N M d a l6 C wo r M M M CO M d' Ln t0 N LO (0 (0 O O � 00 0) 0) 0) 0) N 0 Z O D D O O O O D O 010 O O O O 0 0 0 U O 0 6N0£/l lOJ'IONJM08V0Nd fdJ'00-EOZ-SL V1V0 9Vl-'710S 318V1 f1WJ � 70 a 30 20 10 10 20 30 40 50 60 70 80 90 100 110 LIQUID LIMIT, LL Boring Number Depth (feet) Geologic Unit Test Symbol Water Content (%) LL PL PI Classification DH- 5 0.0 Qaf • 12 32 16 16 CH or OH 0.0 Qaf m 16 28 17 11 CLAYEY SAND (SC) "A" LINE CL or OL MH Dr OH LOOOOFm ML r OL CL - l= 10 20 30 40 50 60 70 80 90 100 110 LIQUID LIMIT, LL Boring Number Depth (feet) Geologic Unit Test Symbol Water Content (%) LL PL PI Classification DH- 5 0.0 Qaf • 12 32 16 16 SANDY CLAY (CL) DH- 6 0.0 Qaf m 16 28 17 11 CLAYEY SAND (SC) Vl�i V GEOTECHNICAL, INC. ATTERBERG LIMITS Project: Grant Howald Park Rehabilitation Project No. 18-203-00 a a. C3 0 0 N N W N _ _ H 2 C7 W m r W Z LL H Z W V r W L " " 3 1.5" 3/4 3/8" #4 #10 #20 #40 #60 #100 #200 00 90 80 70 0-- 0 40 30 20 10 0 10 1 0.1 0.01 0.001 PARTICLE SIZE IN MILLIMETERS Boring Number GRAVEL SAND SILT CLAY PI COARSE I FINE COARSE MEDIUM FINE 32 U.S. STANDARD SIEVE U.S. STANDARD SIEVE NUMBERS DH- 6 0.0 Qaf nPFnunlr 28 11 CLAYEY SAND (SC) _ _ H 2 C7 W m r W Z LL H Z W V r W L " " 3 1.5" 3/4 3/8" #4 #10 #20 #40 #60 #100 #200 00 90 80 70 0-- 0 40 30 20 10 0 10 1 0.1 0.01 0.001 PARTICLE SIZE IN MILLIMETERS Boring Number Depth (feet) Geologic Unit Symbol LL PI Classification DH- 5 0.0 Qaf • 32 16 SANDY CLAY (CL) DH- 6 0.0 Qaf m 28 11 CLAYEY SAND (SC) GEOTECHNICAL, INC. PARTICLE SIZE DISTRIBUTION Project: Grant Howald Park Rehabilitation Project No. 18-203-00 40 SG=2.60 SG=2.70 35 30 25 20 15 10 05 00 95 90 85 80 0 10 20 30 40 51 MOISTURE CONTENT (%) Boring Number Depth (feet) Geologic Unit S mbol y � ximu ty, D Densi pcf Optimum Moisture Content, Classification DH- 5 0.0 Qaf • 120 13 SANDY CLAY (CL) DH- 6 0.0 Qaf m 123 10.5 CLAYEY SAND (SC) GEOTECHNICA4INC. COMPACTION TEST DATA Project: Grant Howald Park Rehabilitation Project No. 18-203-00 u 4,00 50 NORMAL STRESS (psf) SAMPLE AND TEST DESCRIPTION Sample Location: DH- 3 @ 5.0 ft Geologic Unit: Qop Classification: CLAYEY SAND (SC) Strain Rate (in/min): 0.005 Sample Preparation: Undisturbed Notes: Sample saturated prior and during shearing STRENGTH PARAMETERS STRENGTH TYPE COHESION (psf) FRICTION ANGLE (degrees) • Peak Strength X Ultimate Strength 420 126 30.0 32.0 GEOTECHNICA4INC. SHEAR TEST DATA Project: Grant Howald Park Rehabilitation Project No. 18-203-00 4,000 3,500 3,000 w. 2,500 N Q W 2,000 x a w x N 1,500 1,000 500 0 0 1,000 2,000 33000 4,000 NORMAL STRESS (psf) SAMPLE AND TEST DESCRIPTION Sample Location: DH- 6 @ 2.5 ft Geologic Unit: Qaf Classification: CLAYEY SAND (SC) Strain Rate (in/min): 0.005 Sample Preparation: Undisturbed Notes: Sample saturated prior and during shearing STRENGTH PARAMETERS STRENGTH TYPE COHESION (psf) FRICTION ANGLE (degrees) • Peak Strength Z Ultimate Strength 366 30 42.0 32.0 SHEAR TEST DATA Project: Grant Howald Park Rehabilitation Project No. 18-203-00 GEOTECHNICAL, INC. U W Q 4,000 3,500 3,000 N 2,500 a N w 2,000 x a w x N 1,500 Joe 1,000 500 ZZ 0 0 11000 21000 3,000 4,0C NORMAL STRESS (psf) SAMPLE AND TEST DESCRIPTION Sample Location: DH- 9 @ 10.0 ft Geologic Unit: Qop Classification: SANDY CLAY (CL) Strain Rate (in/min): 0.005 Sample Preparation: Undisturbed Notes: Sample saturated prior and during shearing U STRENGTH PARAMETERS STRENGTH TYPE COHESION (psf) FRICTION ANGLE (degrees) • Peak Strength X Ultimate Strength 1002 180 37.0 36.0 GEOTECHNICAL, INC. SHEAR TEST DATA Project: Grant Howald Park Rehabilitation Project No. 18-203-00 CW R -VALUE TEST REPORT GEOTECHNICAL, INC. CT -301 ASTM -D2844 PROJECT NAME: City of Newport Beach Grant Howald Park Rehab PROJECT NUMBER: 18-203-00 SAMPLE LOCATION: Existing Parking Lot SAMPLE NUMBER: DH -3 SAMPLE DESCRIPTION: Sandy Clay (CL), brown SAMPLE DEPTH: 0 - 5.0' SAMPLED BY: AV TESTED BY: RC DATE TESTED: 1/17/2019 TEST SPECIMEN A B C MOISTURE AT COMPACTION % 13.4 12.4 11.5 WEIGHT OF SAMPLE, grams 1120 1075 1023 HEIGHT OF SAMPLE, Inches 2.53 2.42 2.33 DRY DENSITY, pcf 118.3 119.8 119.4 COMPACTOR AIR PRESSURE, psi 150 150 150 EXUDATION PRESSURE, psi 246 261 602 EXPANSION, Inches x 10exp-4 0 18 38 STABILITY Ph 2,000 Ibs (160 psi) 100 74 65 TURNS DISPLACEMENT 4.67 4.20 4.25 R -VALUE UNCORRECTED 24 41 46 R -VALUE CORRECTED 24 37 41 EXPANSION PRESSURE (psf) 0.0 77.8 164.2 90 80 70 60 W 50 J > 40 30 20 10 R -VALUE VS. EXUDATION PRESSURE 0;'I' I I I I I I 0 100 200 300 400 500 600 700 800 EXUDATION PRESSURE (PSI) R -VALUE AT EQUILIBRIUM: 38 R -VALUE BY EXUDATION PRESSURE: 38 R -VALUE BY EXPANSION PRESSURE: N.A. EXPANSION PRESSURE AT 300 PSI EXUDATION: 90 TRAFFIC INDEX (Assumed): 5.5 GRAVEL FACTOR (Assumed): 1.5 UNIT MASS OF COVER MATERIAL, kg/m^3 (Assumed): 2100.0 500 450 ly 400 d 350 W 300 250 W 13' 200 a Z 150 O V) 100 Z a50 X W 0 0 EXPANSION PRESSURE VS. EXUDATION PRESSURE 100 200 300 400 500 600 700 800 EXUDATION PRESSURE (PSI) COVER THICKNESS (STABILOMETER BY EXPANSION PRESSURE • .... lip ::M 111IMM:11111 MU 0 50 100 150 200 250 300 350 400 450 500 COVER THICKNESS BY EXPANSION PRESSURE (mm) APPENDIX C Infiltration Test Results %al"Wrlu Riverside/Orange County - Infiltration Test in a Boring Project Name: Grant Howald Park Project Number: 18-203-00 Date: 12/18/18 Test Hole Number: DH -4 Total Depth : 3.00 feet 36 inches Test Hole Diameter: 8.00 inches radius= 4 inches Trial Start Time End Time LST Total Time Initial Depth of Water Final Depth of Water �D EGD //Havg Infiltration Rate (min) (min) (ft) (ft) (in) (in) (in) (in/hour) 1 10:46 11:16 30.0 30.0 1.31 1.33 0.24 0.24 20.16 0.04 2 11:16 11:46 30.0 30.0 1.30 1.32 0.24 0.48 20.28 0.04 3 11:47 12:17 30.0 60.0 1.28 1.30 0.24 0.72 20.52 0.04 4 12:18 12:48 30.0 90.0 1.25 1.27 0.24 0.96 20.88 0.04 5 12:48 1:18 30.0 120.0 1.25 1.27 0.24 1.20 20.88 0.04 6 1:18 1:48 30.0 150.0 1.27 1.28 0.06 1.26 20.73 0.01 7 1:49 2:19 30.0 180.0 1.28 1.28 0.06 1.32 20.67 0.01 8 2:19 2:49 30.0 210.0 1.28 1.29 0.06 1.38 20.61 0.01 9 2:49 3:19 30.0 240.0 1.27 1.29 0.24 1.62 20.64 0.04 10 3:19 3:49 30.0 270.0 1.27 1.29 0.24 1.86 20.64 0.04 11 3:49 4:19 30.0 300.0 1.27 1.29 0.24 2.10 20.64 0.04 12 4:20 4:50 30.0 330.0 1.27 1.29 0.24 2.34 20.64 0.04 0.05 0.05 L c 0.04 s 0.04 0.03 0.03 c 0.02 41 L 0.02 +1 0.01 c 0.01 I II we Average Infiltration Rate (in/hour) 0.04 DH -4 Infiltration Rate vs. Time 2.50 2.00 CL 1.50 50.0 100.0 150.0 200.0 250.0 300.0 350.0 Time (min) DH -4 Water Level Drop vs. Time c0 0.50 M 50.0 100.0 150.0 200.0 250.0 300.0 350.0 Time (min) Riverside/Orange County - Infiltration Test in a Boring Project Name: Grant Howald Park Project Number: 18-203-00 Date: 12/18/18 Test Hole Number: DH -8 Total Depth : 3.00 feet 36 inches Test Hole Diameter: 8.00 inches radius= 4 inches Trial Start Time End Time LST Total Time Initial Depth of Water Final Depth of Water �D EGD //Havg Infiltration Rate (min) (min) (ft) (ft) (in) (in) (in) (in/hour) 1 10:49 11:19 30.00 30.00 1.25 1.27 0.24 0.24 20.88 0.04 2 11:19 11:49 30.00 60.00 1.25 1.27 0.24 0.48 20.88 0.04 3 11:49 12:19 30.00 90.00 1.25 1.27 0.24 0.72 20.88 0.04 4 12:20 12:50 30.00 120.00 1.25 1.27 0.24 0.96 20.88 0.04 5 12:50 1:20 30.00 150.00 1.25 1.27 0.24 1.20 20.88 0.04 6 1:22 1:52 30.00 180.00 1.25 1.27 0.24 1.44 20.88 0.04 7 1:52 2:22 30.00 210.00 1.25 1.27 0.24 1.68 20.88 0.04 8 2:23 2:53 30.00 240.00 1.25 1.27 0.24 1.92 20.88 0.04 9 2:53 3:23 30.00 270.00 1.25 1.26 0.12 2.04 20.94 0.02 10 3:24 3:54 30.00 300.00 1.25 1.26 1 0.12 2.16 20.94 0.02 11 3:54 4:24 30.00 330.00 1.25 1.26 0.12 2.28 20.94 0.02 12 4:25 4:55 1 30.00 1 360.00 1 1.25 1.26 0.12 2.40 1 20.94 1 0.02 Average Infiltration Rate (in/hour) 0.02 DH -8 Infiltration Rate vs. Time 0.05 L 0.04 0 s 0.04 0.03 0.03 c 0.02 41 L 0.02 +1 0.01 c - 0.01 0.00 0.00 50.00 100.00 150.00 200.00 250.00 300.00 350.00 400.00 Time (min) DH -8 Water Level Drop vs. Time 3.00 2.50 c M 2.00 L 1.50 v a 1.00 r c0 0.50 0.00 0.00 50.00 100.00 150.00 200.00 250.00 300.00 350.00 400.00 Time (min) Ara kAI 1 'VI'VIV April 10, 2020 Ms. Kathryne Cho CITY OF NEWPORT BEACH 100 Civic Center Drive Newport Beach, CA 92660 GMU Project 18-203-00 Subject: Addendum Geotechnical Recommendations, Grant Howald Park Rehabilitation, 30005 1h Avenue, Corona Del Mar, California References: GMU Geotechnical, Inc., "Preliminary Geotechnical Investigation Report, Grand Howald Park Rehabilitation, 3000 5th Avenue, Corona Del Mar, California," GMU Project No. 18-203-00, dated March 10, 2020. Dear Ms. Cho: Per the request of RIM Design Group, we have prepared this addendum geotechnical recommendations to address the design of the proposed retaining walls and pole foundations that are planned adjacent and on top of an existing 2H:1 V descending slope along 5th Avenue. This addendum is supplement to the previously -submitted, above -referenced geotechnical report. Our understanding of the proposed improvements are based on our correspondence with ADS Consulting Engineers, the project structural engineer and RJM Design Group, the project architect. Based on our correspondence we understand that new retaining wall foundations and pole foundation are planned adjacent to existing descending slope and we have been requested to evaluate and provide additional recommendations for passive pressure to design the proposed foundations. On this basis, we have developed the following addendum recommendations to address all foundations that are planned adjacent and/or within a descending slope: Shallow Foundations • For shallow foundations that are planned at the top or within a descending slope, we recommend that an allowable passive pressure of 100 psf/ft be used. • This allowable passive pressure may be increased by 50 psf/ft for every foot of embedment, to a maximum allowable of 250 psft/ft, provided that the grading for the proposed retaining wall footing extends laterally a minimum of 2 feet from the edge of the proposed footing. • This value may be increased by 1/3 for temporary loads such as wind or seismic. 23241 Arroyo Vista Rancho Santa Margarita I CA 92688 949.888.6513 1 FX: 949.888.1380 1 www.gmugeo.com Ms. Kathryne Cho, CITY OF NEWPORT BEACH Addendum Geotechnical Recommendations, Grant Howald Park Rehabilitation, 3000 51 Avenue, Corona Del Mar, California Pole Foundations • For pole foundations that are planned at the top of within a descending slope, we recommend that an allowable passive pressure of 100 psft/ft be used. • The upper 1 foot of the site soil should be neglected. • This allowable passive pressure may be increased by 50 psf/ft for every foot of embedment, to a maximum allowable of 250 psft/ft. • This passive pressure may be applied over an area equivalent to two pile diameters, provided that the piles are spaced at least 3 diameters apart. We note that the foundation design and construction provided in the referenced report remain applicable to the planned construction. Please do not hesitate to contact the undersigned if you have any questions regarding this information. Q�oFEssir�\ T. F C 84197 n OF CAO &> (Submitted via e-mail) Respectfully submitted, //Zz Nadim Sunna, MS, PE 84197 Senior Engineer Cc: RJM Design Group Attn: Ms. Tamara McClory (electronic copy) Attn: Mr. Craig Sensenbach (electronic copy) ADS Consulting Engineers Attn: Mr. Mostafa Oloumi (electronic copy) NS/18-203-OOL April 10, 2020 2 GMU Project 18-203-00 Arm LA7 %311 V April 16, 2020 Ms. Kathryne Cho CITY OF NEWPORT BEACH 100 Civic Center Drive Newport Beach, CA 92660 GMU Project 18-203-00 Subject: Addendum Geotechnical Recommendations, Retaining Wall Seismic Earth Pressure, Grant Howald Park Rehabilitation, 3000 5th Avenue, Corona Del Mar, California References: GMU Geotechnical, Inc., "Preliminary Geotechnical Investigation Report, Grand Howald Park Rehabilitation, 3000 5th Avenue, Corona Del Mar, California," GMU Project No. 18-203-00, dated March 10, 2020. Dear Ms. Cho: Per the request of RJM Design Group, we have prepared this addendum geotechnical recommendations to address the design of the proposed retaining walls that are retaining more than 6 feet of soil within the subject project. Based on our correspondence with RJM Design Group and ADS Consulting Engineers, we understand that certain portion of the retaining walls planned for the subject project will consist of walls retaining up to approximately 7.7 feet of soil. On this basis and in accordance with the California Building Code, we recommend that the design of these walls account for the seismic earth pressure provided below in addition to the static earth pressure provided in our referenced report. Dynamic Lateral Load Given the general seismicity and for walls that are retaining more than 6 feet of soil, it is recommended that the walls also be designed for a seismic lateral load or increment. The total dynamic lateral load may be represented by an equivalent fluid pressure (EFP) of 20 pcf. The dynamic lateral load may be considered to be a triangle with the maximum pressure at the bottom. This dynamic lateral pressure is in addition the static active lateral pressure. We note that the foundation design and construction provided in the referenced report remain applicable to the planned construction. 23241 Arroyo Vista Rancho Santa Margarita I CA 92688 949.888.6513 1 FX: 949.888.1380 1 www.gmugeo.com Ms. Kathryne Cho, CITY OF NEWPORT BEACH Addendum Geotechnical Recommendations, Retaining Wall Seismic Earth Pressure, Grant Howald Park Rehabilitation, 3000 St" Avenue, Corona Del Mar, California Please do not hesitate to contact the undersigned if you have any questions regarding this information. Q*Ffssi�� C 84197 0 \\ Cf- CA1-�15'0'0 (Submitted via e-mail) Respectfully submitted, Nadim Sunna, MS, PE 84197 Senior Engineer Cc: RJM Design Group Attn: Ms. Tamara McClory (electronic copy) Attn: Mr. Craig Sensenbach (electronic copy) ADS Consulting Engineers Attn: Mr. Mostafa Oloumi (electronic copy) NS/18-203-OOL April 16, 2020 2 GMU Project 18-203-00 GENERAL NOTES 100% CONSTRUCTION DOCUMENT PACKAGE JOHN WAYNE A. THE DESIGN ADEQUACY AND SAFETY OF EXCAVATION, ERECTION, BRACING, SHORING, TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY AIRPORT NOT FOR CONSTRUCTION OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE LANDSCAPE ARCHITECT OR CONSULTANTS. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE NECESSARY SAFETY PRECAUTIONS AND MEASURES NECESSARY TO EXECUTE THE WORK. OBSERVATION VISITS TO THE SITE BY THE LANDSCAPE ARCHITECT OR ANY OF HIS CONSULTANTS SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. �P 9y P� c9 Q� 01P B. DO NOT PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN AND / OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CITY'S REPRESENTATIVE. �h CITY OF PSP IRVINE �� C. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONDUCT HIS OPERATIONS IN SUCH A MANNER SO AS TO PREVENT DAMAGE TO EXISTING COSITA MOESA UPPE 0__� P o SUBSTRUCTURES. IN THE EVENT OF SUBSTRUCTURE DAMAGE, THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY AND TOTAL EXPENSE FOR o �NEBAYRT 2T o UNIVERSITY REPAIR AND / OR REPLACEMENT OF SAID SUBSTRUCTURE. U � 5 s D. THE CONTRACTOR SHALL PROVIDE 72 -HOUR NOTICE TO AFFECTED UTILITIES WHEN RELOCATION IS REQUIRED. 17TH S T ; VE E. THE CONTRACTOR SHALL NOT BLOCK DRIVEWAYS, PEDESTRIAN ACCESS, ACCESSIBLE ROUTES, OR VEHICULAR TRAFFIC DURING THE PROCESS OF 15TH S OR!( CONSTRUCTION. o � SWAY I FOR F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL IN THE PUBLIC RIGHT OF WAY AND NEW DRIVE AISLES IN ACCORDANCE PER CONTRACT DOCUMENTS. S G. THE CONTRACTOR WILL COMPLY WITH THE MOST CURRENT EDITION OF THE CA MUTCD OR W.A.T.C.H. MANUAL, FOR ALL REQUIRED TRAFFIC G qy �Q NE OR CONTROL DURING CONSTRUCTION. E CE TE N H. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT BEFORE START OF CONSTRUCTION (811). ILA BALBOq SD HILL �oPUBLIC WORKS DEPARTMENT I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION CONTROL DURING CONSTRUCTION AND MAINTENANCE PERIOD. D PACIFIC cOPo J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING A 6' HIGH TEMPORARY CHAINLINK CONSTRUCTION FENCE WITH LOCKABLE GATES AROUND ALL CONSTRUCTION AREAS. FENCING SHALL BE PROVIDED WITH CONTINUOUS GREEN MESH WINDSCREEN. CONTRACTOR SHALL APPLY A OCEAN NO -GRAFFITI COAT ON ALL WIND SCREENS. CONTRACTOR SHALL REVIEW ALIGNMENT / LOCATION OF CONSTRUCTION FENCING WITH OWNER'S GRANT HOWALD PARK REHABILITATION REPRESENTATIVE FOR APPROVAL PRIOR TO CONSTRUCTION. CONTRACTOR SHALL MAINTAIN FENCING UNTIL OWNER'S ACCEPTANCE OF THE WORK. �qS T PROJECT NO. 19P1 1 K. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS. PROJECT LOCATIONL. MAINTAIN SANITARY TOILET FACILITIES DURING CONSTRUCTION AS REQUIRED BY APPLICABLE REGULATIONS. CONTRACT NO. 7 2 M. THE GENERAL CONTRACTOR WARRANTS TO THE OWNER AND THE LANDSCAPE ARCHITECT THAT ALL MATERIALS AND EQUIPMENT FURNISHED WILL BE NEW UNLESS OTHERWISE SPECIFIED, AND THAT ALL WORK WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS. VICINITY MAP N. PAVING, MASONRY AND CONCRETE SUBCONTRACTORS ARE TO COORDINATE WITH THE ELECTRICIAN, DRAINLINE SUBCONTRACTOR AND NOT TO SCALE IRRIGATION SUBCONTRACTOR FOR SLEEVING, PIPING AND/OR CONDUIT INSTALLATION UNDER OR THROUGH HARDSCAPE ELEMENTS. ALL WORK APPROVED: DATE: O. SHALL BE COORDINATED BY THE GENERAL CONTRACTOR. VERIFY ALL EASEMENTS, PROPERTY LINES OR LIMIT OF WORK LINES PRIOR TO COMMENCING WORK. DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR P. IN THE CASE OF DISCREPANCIES IN THE CONTRACT DOCUMENTS, SPECIFICATIONS SHALL TAKE PRECEDENCE OVER DETAILS, AND DETAILS SHALL TAKE PRECEDENCE OVER PLANS. APPROVED: DATE: Q. SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE OWNER. SEE CONTRACT DOCUMENTS. JAMES HOULIHAN, DEPUTY PWD / CITY ENGINEER R. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED PROJECT UNLESS OTHERWISE SHOWN; THEY DO NOT INDICATE THE PROJECT LOCATION METHOD OF CONSTRUCTION. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE LANDSCAPE ARCHITECT AND THEIR CONSULTANTS SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES REQUIRED FOR SAME, WHICH ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ANY KEY MAP SUPPORT SERVICES PERFORMED BY THE LANDSCAPE ARCHITECT AND HIS CONSULTANTS DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES, WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE LANDSCAPE ARCHITECT AND THEIR CONSULTANTS, WHETHER OF MATERIALS OR WORK, AND WHETHER PERFORMED PRIOR TO, DURING OR AFTER COMPLETION OF CONSTRUCTION, ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING BUT THEY DO NOT GUARANTEE GENERAL CONTRACTORS PERFORMANCE, AND CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS E, - SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. ,--� , r �,--, r---------- °-- - _ S. CONSTRUCTION ACTIVITIES SHALL NOT INTERFERE WITH ADJACENT EXISTING CONDITIONS. EXISTING SIDEWALKS/BIKEWAYS SHALL REMAIN ` ------- _ --------- m , - I '® _ ACCESSIBLE TO THE PUBLIC THROUGH THE DURATION OF CONSTRUCTION. ALL NECESSARY PROVISIONS SHALL BE MADE TO PROTECT THE - - _ SAFETY OF THE GENERAL PUBLIC. T. DO NOT SCALE THESE DRAWINGS. o p ,�Ir I y�0 ••\ ,, o ,--; U. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE SITE PRIOR TO MOBILIZATION AND THE BEGINNING OF CONSTRUCTION. ANY O cFgl,o q - EXISTING ELEMENTS TO BE PROTECT IN PLACE, WHICH SHOW ANY TYPE OF DAMAGECRACKED CONCRETE, DAMAGED TREES, ETC. SHOULD (E.G.( ) ------ - !;:' ' o-�, I BE BROUGHT TO THE ATTENTION OF THE CITY. OTHERWISE, THE CONTRACTOR MAY BE HELD RESPONSIBLE FOR REPAIRING OR REPLACING ANY ® ' a "� - ! i DAMAGED ELEMENTS TO REMAIN AT HIS EXPENSE. ' - - - - --'-"-"-'--"-"-"-"-"-"-"- FIFTH AVE V. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE LATEST APPROVED SCE IMPROVEMENT PLANS FOR FIFTH AVE AND SHALL REVIEW LOCATION MAP - ~�-� �� � � �'- IN DETAIL ALL PROPOSED CONDUIT, WIRING, TRENCHING, UTILITIES, INFRASTRUCTURE, EQUIPMENT, PADS, WALLS AND RELATED ITEMS SPECIFIC M FIFTH AVE z /���%��%� �� �� I III, III luuul I - NOT TO SCALE �r - - TO THE PROJECT SITE, AS THEY RELATE TO THESE IMPROVEMENT PLANS. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD AND NOTIFY THE LANDSCAPE ARCHITECT AND THE CITY OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES BEFORE BEGINNING OR PROCEEDING WORK, INCLUDING CONFLICTS WITH EXISTING AND PROPOSED UTILITIES AND EASEMENTS. SCALE: 1" = 100' SYMBOL ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) -0- POWER POLE AB AGGREGATE BASE ARV AIR RELIEF VALVE ca SEWER CLEANOUT ACP ASBESTOS CEMENT PIPE PROJECT DIRECTORY SURVEY RESPONSIBILITY NOTES SHEET INDEX G SEWER MANHOLE AC ASPHALT CONCRETE BC BEGIN CURVE 0 STORM DRAIN MANHOLE BCR BEGIN CURVE RETURN BVC BEGIN VERTICAL CURVE A. NOTE: CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING COMPLETE, TIMELY AND ACCURATE 1>0a FIRE HYDRANT BILK BLOCK CLIENT: STRUCTURAL ENGINEER: IRRIGATION: FIELD LAYOUT OF THE PROPOSED SITE IMPROVEMENTS INCLUDING, BUT NOT NECESSARILY LIMITED TO, 1. T-0.01 TITLE SHEET 32. SYN -1.1 SYNTHETIC TURF DRAINAGE PLAN CATV CABLE TV CITY OF NEWPORT BEACH ADS CONSULTING ENGINEERS GLASIR DESIGN ® WATER METER CI CAST IRON 100 CIVIC CENTER DRIVE 26895 ALISO CREEK ROAD, SUITE B-291 424 NEW JERSEY LANE HORIZONTAL AND VERTICAL CONTROL AND DIMENSIONAL COORDINATION AS NECESSARY TO CONSTRUCT 2. T-0.02 SITE INDEX MAP 33. SYN -1.2 SYNTHETIC TURF DRAINAGE DETAILS CENTERLINE NEWPORT BEACH, CA 92660 ALISO VIEJO, CA 92656 PLACENTIA, CA 92870 THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THIS SURVEY WORK SHALL BE PERFORMED © STREET LIGHT PULL BOX CNB CITY OF NEWPORT BEACH PHONE: (949) 644-3014 PHONE: (949) 278-2477 PHONE: (714) 514-9930 BY A LICENSED LAND SURVEYOR AND SHALL PROVIDE FOR THE SURVEY AND STAGING OF ALL CIVIL ENGINEERING CL CLASS CONTACT: KATHRYNE CHO CONTACT: MOSTAFA OLOUMI CONTACT: CHRIS CURRY CONSTRUCTION ELEMENTS INCLUDING BUT NOT LIMITED TO BUILDING LOCATIONS, PAVING 34. L-3.01 IRRIGATION PLAN o TRAFFIC SIGNAL PULL BOX 3. C-0.01 CIVIL TITLE SHEET CLR CLEAR EDGES/ALIGNMENT FENCING, WALLS, LIGHT FIXTURES, SIGNS, MOW CURBS, SPECTATOR SEATING, SHADE 35. L-3.02 IRRIGATION PLAN o STREET LIGHT C&G CURB AND GUTTER LANDSCAPE ARCHITECT: ELECTRICAL ENGINEER: MUSCO FIELD LIGHTING: STRUCTURES, HOME PLATES, BASE LINES, CURB AND GUTTER ALIGNMENTS, CATCH BASINS, DRAINS, ETC. 4. D-1.01 DEMOLITION PLAN 36. L-4.01 IRRIGATION DETAILS E EAST/ELECTRIC RJM DESIGN GROUP, INC. FBA ENGINEERING MUSCO SPORTS LIGHTING 5. C-0.02 DETAIL SHEET ® WATER VALVE EC END CURVE 31591 CAMINO CAPISTRANO 150 PAULARINO AVE, SUITE A120 3002 DOW AVE, SUITE 504 B. AN AUTOCAD-COMPATIBLE .DWG FILE OF THE PROPOSED IMPROVEMENTS SHALL BE PROVIDED TO THE 6. C-0.03 DETAIL SHEET C- GUY WIRE ECR END CURVE RETURN SAN JUAN CAPISTRANO, CA 92675 COSTA MESA, CA 92626 TUSTIN, CA 92780 CONTRACTOR PRIOR TO THE START OF CONSTRUCTION FOR THEIR USE IN PREPARING THE NECESSARY 37. L-5.01 PLANTING PLAN EVC EXIST END VERTICAL CURVE EXISTING PHONE: (949) 493-2600 PHONE: (949) 852-9995 PHONE: (949) 754-0503 FIELD SURVEYING /LAYOUT OF PROPOSED IMPROVEMENTS. THE USE OF THIS DIGITAL FILE SHALL BE THE 7. C-1.01 PRECISE GRADING PLAN 38. L-5.02 PLANTING PLAN ® SURVEY MONUMENT FLG FLANGE CONTACT: CRAIG SENSENBACH CONTACT: BILL ZAVRSNICK CONTACT: MIKE MARCHETTI SOLE RESPONSIBILITY OF THE CONTRACTOR AND IS INTENDED TO ASSIST THE SURVEYOR IN THE LAYOUT OF 8. C-1.02 PRECISE GRADING PLAN 39. L-6.01 PLANTING DETAILS ID SIGN FE FLANGED END THE PROPOSED IMPROVEMENTS. 9. C-2.01 EROSION CONTROL PLAN FL FLOW LINE CIVIL ENGINEER: GEOTECHNICAL ENGINEER: FIELD TURF: O VAULT VENT FM FORCE MAIN CIVTEC GMU GEOTECHNICAL FIELD TURF THESE ELECTRONIC FILES ARE NOT CONSTRUCTION DOCUMENTS. DIFFERENCES MAY EXIST BETWEEN 10. C-3.01 HORIZONTAL CONTROL / STRIPING PLAN ELECTRICAL G GAS 999 CORPORATE DRIVE, SUITE 100 23241 ARROYO VISTA 825 DEWITT AVE TREE GV GATE VALVE LADERA RANCH, CA 92694 RSM, CA 92688 ENCINITAS, CA 92024 THESE ELECTRONIC FILES AND CORRESPONDING HARD COPY CONSTRUCTION DOCUMENTS ISSUED FOR 40. E-0.01 GENERAL NOTES, & SYMBOL LIST GB GRADE BREAK PHONE: (949) 463-8822 PHONE: (949) 888-1380 PHONE: (760) 635-2504 PUBLIC BID. IN THE EVENT THAT A CONFLICT ARISES BETWEEN THE SIGNED OR SEALED HARD COPY LANDSCAPE ARCHITECTURE o IRRIGATION CONTROL VALVE GE GROOVED END CONTACT: TOM CARCELLI CONTACT: NADIM SUNNA CONTACT: TIM COURY CONSTRUCTION DOCUMENTS AND THE ELECTRONIC FILES, THE SIGNED OR SEALED HARD COPY 11. L-1.01 CONSTRUCTION PLAN 41. E-0.02 SINGLE LINE DIAGRAM, PANEL SCHEDULES © CABLE TV PULL BOX IP&T IRON PIPE AND TAG CONSTRUCTION DOCUMENTS SHALL GOVERN. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING IF 12. L-1.02 CONSTRUCTION PLAN 42. E-0.03 RESTROOM LIGHTING PLAN LT LEFT ANY CONFLICT EXISTS AND SHALL BRING ANY DISCREPANCIES TO THE PROJECT LANDSCAPE ARCHITECT'S 43. E-0.04 DETAILS CORING LOCATION MAX MAXIMUM ATTENTION PRIOR TO ANY FIELD LAYOUT. BY THE CONTRACTOR'S USE OF THESE ELECTRONIC FILES, THEY 13. L-1.03 CONSTRUCTION PLAN 44. E-0.05 TITLE 24 (PROVIDED WITH FINAL PACKAGE) VE ELECTRICAL MANHOLE MJ MECHANICAL JOINT ARE NOT RELIEVED OF THEIR DUTY TO FULLY COMPLY WITH THE CONTRACT DOCUMENTS, INCLUDING, AND 14. L-2.01 CONSTRUCTION DETAILS MIN MINIMUM WITHOUT LIMITATION, THE NEED TO CHECK, CONFIRM, AND COORDINATE ALL DIMENSIONS AND DETAILS, 15. 45. E-1.01 SITE ELECTRICAL PLAN L-2.02 CONSTRUCTION DETAILS © ELECTRICAL PULL BOX NG N NATURAL GROUND NORTH TAKE FIELD MEASUREMENTS, VERIFY FIELD CONDITIONS, AND COORDINATE THE WORK WITH THAT OF 46. E-1.01 A PARKING PHOTOMETRIC PLAN NTS NOT TO SCALE OTHER CONTRACTORS FOR THE PROJECT. 16. L-2.03 CONSTRUCTION DETAILS BUILDING NO NUMBER 17. 47. E-1.02 SITE ELECTRICAL PLAN L-2.04 CONSTRUCTION DETAILS ---- EXISTING CONSTRUCTION OG ORIGINAL GROUND THE DIGITAL INFORMATION PROVIDED BY RJM DESIGN GROUP, INC. SHALL NOT BE USED FOR ANY PURPOSE 18. L-2.05 CONSTRUCTION DETAILS 48. E -1.02A SITE PHOTOMETRIC PLAN PE PLAIN END OTHER THAN FOR THE PROJECT DESCRIBED ABOVE AND SHALL NOT BE RELEASED TO ANY OTHER PARTY 19. L-2.06 CONSTRUCTION DETAILS 49. E-2.01 SPORTS LIGHTING PLANS - - PROPERTY LINE PROP PROPOSED WITHOUT THE WRITTEN CONSENT OF RJM DESIGN GROUP, INC. THE INFORMATION CONTAINED ON THE 50. E-2.02 SPORTS LIGHTING PLANS NEW CONSTRUCTION PB PULL BOX ELECTRONIC MEDIA IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF 20 . . L-207 CONSTRUCTION DETAILS RCP REINFORCED CONCRETE PIPE RJM DESIGN GROUP, INC. ALL WORK PREPARED UNDER THIS CONTRACT SHALL BE THE PROPERTY OF CITY 21. 51. E-2.03 SPORTS LIGHTING PLANS L-2.08 CONSTRUCTION DETAILS ---�--- CENTERLINE RET RT RETAINING RIGHT OF NEWPORT BEACH, AND SHALL NOT BE RELEASED FOR DISTRIBUTION OTHER THAN THE INDICATED PARTY 22. L-2.09 CONSTRUCTION DETAILS ----S---- SEWER LINE SCH SCHEDULE AND RJM DESIGN GROUP, INC. 23. L-2.10 CONSTRUCTION DETAILS S SEWER -----W----- WATER LINE SCO SEWER CLEANOUT 24. L-2.11 CONSTRUCTION DETAILS SMH SEWER MANHOLE EMERGENCY TELEPHONE NUMBERS - --G- - - GAS LINE 25. L-2.12 CONSTRUCTION DETAILS SHT SHEET E ELECTRICAL LINE SW SIDEWALK 26. L-2.13 CONSTRUCTION DETAILS S SOUTH 27. L-2.14 CONSTRUCTION DETAILS T TELEPHONE LINE SCE SOUTHERN CALIFORNIA EDISON SQ SQUARE 28. L-2.15 CONSTRUCTION DETAILS CATV CABLEVISION LINE STL STEEL SOUTHERN CALIFORNIA GAS COMPANY DAY NIGHT (800) 624-8153 29. L-2.16 CONSTRUCTION DETAILS T TELEPHONE SP SPRINKLER SYSTEM W WEST/WATER SOUTHERN CALIFORNIA EDISON COMPANY (800) 611-1911 30. SD1 STRUCTURAL NOTES W/ WITH AT&T TELEPHONE COMPANY (800) 332-1321 InT i irrn -X-X-X- FENCE CITY OF NEWPORT BEACH UTILITIES DIVISION (949) 644-3011 (949) 644-3717 31. v, ORANGE COUNTY SANITATION DISTRICT (714) 962-2411 BLOCKWALL TIME WARNER CABLE (714) 542-6222 COX COMMUNICATIONS BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE AZIMUTH BETWEEN O.C.S. �PNDSCgPF PLANS PREPARED BY: %2 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL REVIEWED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: TITLE SHEET / 4 / 6-2 2020-04-10 100% BID SET SUBMITTAL 0 HORIZONTAL CONTROL STATION GPS NO. 6291 AND STATION GPS NO. 278°<46'17" (REC.), 278°<46'18" (MEAS.) PER RECORDS ON FILE IN THE ORANGE COUNTY SURVEYOR. 6293 BEING OFFICE OF THE �� SENBACH (�F �� o A� ,, GRANT HOWALD PARK REHABILITATION (19 P 11) CALL TOLL FREE U m 3 2020-04-28 100% BID SET 1-800-227-2600 BENCHMARK: ORANGE COUNTY SURVEYOR BENCHMARK DESIGNATION: 3K-29-68 N J Signature V 31591 Camino Capistrano DESIGN T-0.01 LAURA DETWEILER MICAH MARTIN MARK VUKOJEVIC, P.E. TOM SANDEFUR, P.E. on BEFORE YOU DIG DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED? "3K-29-68", SET IN THE NORTHERLY CORNER OF A 4 FT. BY 7 FT. CONCRETE CATCH 08/31/2021 �^ Renewal Date San Juan Capistrano, CA 92675 rou www.RJMdesi9 9 p' n com GROUP CONSULTING ENGINEER'S NAME DIRECTOR DEPUTY DIRECTOR DIRECTOR ASSISTANT CITY ENGINEER DESIGNED: DRAWN: CITY OF NEWPORT BEACH P -5264-S BASIN. MONUMENT IS LOCATED IN THE SOUTHERLY CORNER OF THE "T" INTERSECTION OF PACIFIC COAST HIGHWAY AND IRIS AVENUE, 45 FT. SOUTHERLY OF THE CENTERLINE N 'A 4/28/2020 �� [949] 493-2690 9� Date RECREATION AND SENIOR SERVICES P.W.- MUNICIPAL OPERATIONS UTILITIES DEPARTMENT PUBLIC WORKS OF IRIS TO THE WEST AND 36 FT. SOUTHWESTERLY OF THE CENTERLINE MONUMENT IS SET LEVEL WITH THE SIDEWALK. OF PCH. �� 949 493-2600 [] CS TM/TP DATE: DATE: DATE: NO. DATE DESCRIPTION OF REVISIONS APPROVEDDATE: CHECKED: DATE: 1 51 OF CA` \FO PUBLIC WORKS DEPARTMENT ELEVATION = 84.166' [NAVD 88, 2011 LEVELED] CS 2020-04-10 SHEET OF A 0 on HARBOR VIEW ELEMENTARY ............... .................. ...... ...... ...... 145— �4 �5� ==-X 12 Uj — — — — — — — — — — — — F -------- ---------------- ------------ ------ ----- ----------- ------------------------------------------------------------------- - ---------- ------ - -------------------------------------------------------------------- j- 4" .4;N L. 1.01 J I I I G � i �% 73S s — — — — — — — — — — — — — — — — L------------- -- — UJ 130 — — — — — — — — — — — -------------- ------ ---- ---------------- ---------------- - ----------- ---------- ----------------- -------------- - --------------- - --- �17 y T T = - - - - - - - - - - ----------------- -------------------------------- ----- -------------------- L ----------------- ----------------- - - - - -- - - - - - - - - - - - - - - - i - --------------------- 1"T -----------•._.._..-._..-.._.._.._.._.._.._.._.._.._.._.._.._.._.._.. ------ ------ ...... 0�1 —j wv. FIFTH AVE '3b wv wv. va ------ ---- ------ ----- -------------- ------------------- r__________________________ ------- ------- ------------------------------- -- - -------------- � • � I IJ• �/ LL I`/-,./-- SITE INDEX MAP_ SCALE: 1 11=40' � �' T\ r � r � r � � wvo wv- - ------------------------------------------------------------------------ L-1 .03 FIFTH AVE i wvo A 0 on HARBOR VIEW ELEMENTARY ............... .................. ...... ...... ...... 145— �4 �5� ==-X 12 Uj — — — — — — — — — — — — F -------- ---------------- ------------ ------ ----- ----------- ------------------------------------------------------------------- - ---------- ------ - -------------------------------------------------------------------- j- 4" .4;N L. 1.01 J I I I G � i �% 73S s — — — — — — — — — — — — — — — — L------------- -- — UJ 130 — — — — — — — — — — — -------------- ------ ---- ---------------- ---------------- - ----------- ---------- ----------------- -------------- - --------------- - --- �17 y T T = - - - - - - - - - - ----------------- -------------------------------- ----- -------------------- L ----------------- ----------------- - - - - -- - - - - - - - - - - - - - - - i - --------------------- 1"T -----------•._.._..-._..-.._.._.._.._.._.._.._.._.._.._.._.._.._.._.. ------ ------ ...... 0�1 —j wv. FIFTH AVE '3b wv wv. va ------ ---- ------ ----- -------------- ------------------- r__________________________ ------- ------- ------------------------------- -- - -------------- � • � I IJ• �/ LL I`/-,./-- SITE INDEX MAP_ SCALE: 1 11=40' � �' T\ r � r � r � � wvo wv- - ------------------------------------------------------------------------ L-1 .03 FIFTH AVE GRADING NOTES A-►rlk I I- r% w I 1. ISSUANCE OF A PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS AND CONDITIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. 2. NOT USED. 3. NOT USED. 4. DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE. 5. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD. 6. NOT USED. 7. NOT USED. 8. THE APPROVED CONTRACT DOCUMENTS SHALL BE ON THE JOB SITE AT ALL TIMES. 9. CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES. 10. APPROVED SHORING, DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. 11. NOT USED. 12. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER AND PROCEDURES SHALL CONFORM WITH CHAPTER 15 OF THE NBMC. 13. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE AREAS. 14. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL DEVICES ON-SITE AT THE APPROPRIATE TIMES SHALL RESULT IN A "STOP WORK" ORDER. 15. ALL PLASTIC DRAINAGE PIPES SHALL CONSIST OF PVC OR ABS PLASTIC SCHEDULE 40 OR SDR 35 OR ADS 3000 WITH GLUED JOINTS. 16. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER STREETS, CURBS, GUTTERS OR STORM DRAINS. ALL MATERIAL AND WASTE SHALL BE REMOVED FROM THE SITE. EROSION CONTROL 1. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15. 2. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON-SITE BETWEEN OCTOBER 15 AND MAY 15. 3. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING THE REMAINDER OF THE YEAR, THEY SHALL BE IN PLACE AT THE END OF THE WORKING DAY, WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT. 4. TEMPORARY DESILTING BASINS, WHEN REQUIRED, SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT. 5. CONTACTOR SHALL RETAIN A QUALIFIED SWPPP DEVELOPER (QSD) TO PREPARE A SWPPP FOR THE PROJECT. THE CONTRACTOR SHALL IMPLEMENT AND MAINTAIN THE REQUIREMENTS OF THE SWPPP, INCLUDING ALL REQUIRED BMPS DURING ALL PHASES OF THE WORK. THE IMPLEMENTATION OF THE SWPPP SHALL BE PERFORMED BY A QUALIFIED SWPPP PRACTITIONER (QSP) TO BE RETAINED BY THE CONTRACTOR. SWPPP IMPLEMENTATION SHALL BE SUBJECT TO INSPECTION BY THE CITY AND ANY IDENTIFIED DEFICIENCIES SHALL BE CORRECTED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. REQUIRED INSPECTIONS 1. A PRE -GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY PUBLIC WORKS INSPECTOR OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. 2. A PRE -PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF THE SUB -GRADE PREPARATION FOR THE PAVING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, PAVING CONTRACTORS, DESIGN CIVIL ENGINEER, SOILS ENGINEER, CITY PUBLIC WORKS INSPECTOR OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. GRADING FILLS/CUTS 1. GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. 2. FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. 3. ALL FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COMPACTION TESTS SHALL BE PERFORMED APPROXIMATELY EVERY TWO FEET IN VERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS. 4. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING OF THE FILL. 5. FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL. 6. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED. 7. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR CRUSHED IN PLACE AND BACKFILLED AND APPROVED BY THE SOILS ENGINEER. 8. NOT USED. 9. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE. 10. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION, AND APPROVED BY THE SOILS ENGINEER. THE PUBLIC WORKS DEPARTMENT MAY REQUIRE REMOVAL AND REPLACEMENT OF CONCRETE FLAT WORK PLACED OVER UNTESTED BACKFILLS TO FACILITATE TESTING. 11. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE CITY INSPECTOR. 12. NOT USED. 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 HAZARDS, THE ENGINEERING GEOLOGIST SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO THE CITY INSPECTOR FOR APPROVAL. 14. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, THE SOILS ENGINEER WILL OBTAIN APPROVAL OF DESIGN, LOCATION AND CALCULATIONS FROM THE CITY INSPECTOR PRIOR TO CONSTRUCTION. 15. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST THE CONSTRUCTION OF ALL BUTTRESS FILLS AND ATTEST TO THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION. 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 GEOLOGIST AND SOILS ENGINEER, A COMPACTED FILL BLANKET WILL BE PLACED. 17. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING. 18. NOTIFICATION OF NONCOMPLIANCE: IF, IN THE COURSE OF FULFILLING THEIR RESPONSIBILITY, THE CIVIL ENGINEER, THE SOILS ENGINEER, THE ENGINEERING GEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE IN CONFORMANCE WITH THE APPROVED GRADING PLANS, THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE PERSON IN CHARGE OF THE GRADING WORK AND TO THE CITY INSPECTOR. RECOMMENDATIONS FOR CORRECTIVE MEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT FOR APPROVAL. EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DIVISION ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE COX COMMUNICATIONS DOCUMENTATION 1. AN AS -BUILT GRADING PLAN SHALL BE PREPARED BY THE CIVIL ENGINEER INCLUDING ORIGINAL GROUND SURFACE ELEVATIONS, AS GRADED GROUND SURFACE ELEVATIONS, LOT DRAINAGE PATTERNS AND LOCATIONS, AND ELEVATIONS OF ALL SURFACE AND SUBSURFACE DRAINAGE FACILITIES. HE/SHE SHALL PROVIDE WRITTEN APPROVAL THAT THE WORK WAS DONE IN ACCORDANCE WITH THE FINAL APPROVED GRADING PLAN AND STATE THE NUMBER OF YARDS OF CUT AND/OR FILL MOVED DURING THE OPERATION. 2. A SOILS GRADING REPORT PREPARED BY THE SOILS ENGINEER, INCLUDING LOCATIONS AND ELEVATION OF FIELD DENSITY TESTS. SUMMARIES OF FIELD AND LABORATORY RESULTS AND OTHER SUBSTANTIATED DATA AND COMMENTS ON ANY CHANGES MADE DURING GRADING AND THEIR EFFECT ON THE RECOMMENDATIONS MADE IN THE SOILS ENGINEERING INVESTIGATION REPORT. HE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AND COMPLETION OF WORK IN ACCORDANCE WITH THE JOB SPECIFICATIONS. 3. A GEOLOGIC GRADING REPORT PREPARED BY THE ENGINEERING GEOLOGIST, INCLUDING A FINAL DESCRIPTION OF THE GEOLOGY OF THE SITE, INCLUDING ANY NEW INFORMATION DISCLOSED DURING THE GRADING AND THE EFFECT OF SAME ON RECOMMENDATIONS INCORPORATED IN THE APPROVED GRADING PLAN. HE/SHE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AS AFFECTED BY GEOLOGIC FACTORS. 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 IN THE CONTRACT DOCUMENTS. 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. THE ELEVATION OF THE PROPOSED PAVEMENT AND CURB & GUTTER SHALL JOIN AND MATCH THE EXISTING ELEVATION OF THE 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. NOTICE TO CONTRACTOR CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO, OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING, AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THE LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ANY NECESSARY ADJUSTMENTS TO ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PREVENT DAMAGE TO ANY UTILITY FACILITIES SHOWN AND ANY OTHER FACILITIES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON THESE PLANS AGREE THAT, IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THEY WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. THIS INCLUDES PROVIDING FOR THE SAFETY OF ALL PERSONS AND PROPERTY AND SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTORS AND SUBCONTRACTORS FURTHER AGREE TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE OWNER AND DESIGN PROFESSIONAL FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE DESIGN PROFESSIONAL. EXISTING UNDERGROUND STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND PIPES OR CONDUITS SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE THE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. LOCATE ALL UTILITIES BEFORE CONSTRUCTION. BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE AZIMUTH BETWEEN O.C.S. HORIZONTAL CONTROL STATION GPS NO. 6291 AND STATION GPS NO. 6293 BEING 278046'17" (REC.), 278°46'18" (MEAS.) PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. BENCHMARK ORANGE COUNTY SURVEYOR BENCHMARK DESIGNATION: 3K-29-68 DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "3K-29-68", SET IN THE NORTHERLY CORNER OF A 4 FT. BY 7 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHERLY CORNER OF THE "T" INTERSECTION OF PACIFIC COAST HIGHWAY AND IRIS AVENUE, 45 FT. SOUTHERLY OF THE CENTERLINE OF IRIS TO THE WEST AND 36 FT. SOUTHWESTERLY OF THE CENTERLINE OF PCH. MONUMENT IS SET LEVEL WITH THE SIDEWALK. ELEVATION = 84.166' [NAVD 88, 2011 LEVELED] PRECISE GRADING PLANS FOR GRANT HOWALD PARK REHABILITATION CITY OF NEWPORT BEACH NORTH EAST CORNER OF GOLDENROD AVE. AND FIFTH AVE. NEWPORT BEACH., CA COUNTY OF ORANGE STATE OF CALIFORNIA CONSTRUCTION NOTES/ESTIMATE OF QUANTITIES NO. DAY NIGHT (800) 624-8153 C-1.01 (800) 611-1911 CONSTRUCT 3" A.C./4" A.B. PAVEMENT FOR PARKING STALLS - CONFIRM SECTION WITH SOILS ENGINEER (800) 332-1321 1 B (949) 644-3011 (949) 644-3717 (714) 962-2411 550 LF (714) 542-6222 CONSTRUCT TYPE B CURB PER CITY OF NEWPORT BEACH DWG. STD -182 - C.F. PER PLAN DOCUMENTATION 1. AN AS -BUILT GRADING PLAN SHALL BE PREPARED BY THE CIVIL ENGINEER INCLUDING ORIGINAL GROUND SURFACE ELEVATIONS, AS GRADED GROUND SURFACE ELEVATIONS, LOT DRAINAGE PATTERNS AND LOCATIONS, AND ELEVATIONS OF ALL SURFACE AND SUBSURFACE DRAINAGE FACILITIES. HE/SHE SHALL PROVIDE WRITTEN APPROVAL THAT THE WORK WAS DONE IN ACCORDANCE WITH THE FINAL APPROVED GRADING PLAN AND STATE THE NUMBER OF YARDS OF CUT AND/OR FILL MOVED DURING THE OPERATION. 2. A SOILS GRADING REPORT PREPARED BY THE SOILS ENGINEER, INCLUDING LOCATIONS AND ELEVATION OF FIELD DENSITY TESTS. SUMMARIES OF FIELD AND LABORATORY RESULTS AND OTHER SUBSTANTIATED DATA AND COMMENTS ON ANY CHANGES MADE DURING GRADING AND THEIR EFFECT ON THE RECOMMENDATIONS MADE IN THE SOILS ENGINEERING INVESTIGATION REPORT. HE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AND COMPLETION OF WORK IN ACCORDANCE WITH THE JOB SPECIFICATIONS. 3. A GEOLOGIC GRADING REPORT PREPARED BY THE ENGINEERING GEOLOGIST, INCLUDING A FINAL DESCRIPTION OF THE GEOLOGY OF THE SITE, INCLUDING ANY NEW INFORMATION DISCLOSED DURING THE GRADING AND THE EFFECT OF SAME ON RECOMMENDATIONS INCORPORATED IN THE APPROVED GRADING PLAN. HE/SHE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AS AFFECTED BY GEOLOGIC FACTORS. 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 IN THE CONTRACT DOCUMENTS. 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. THE ELEVATION OF THE PROPOSED PAVEMENT AND CURB & GUTTER SHALL JOIN AND MATCH THE EXISTING ELEVATION OF THE 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. NOTICE TO CONTRACTOR CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO, OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING, AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THE LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ANY NECESSARY ADJUSTMENTS TO ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PREVENT DAMAGE TO ANY UTILITY FACILITIES SHOWN AND ANY OTHER FACILITIES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON THESE PLANS AGREE THAT, IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THEY WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. THIS INCLUDES PROVIDING FOR THE SAFETY OF ALL PERSONS AND PROPERTY AND SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTORS AND SUBCONTRACTORS FURTHER AGREE TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE OWNER AND DESIGN PROFESSIONAL FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE DESIGN PROFESSIONAL. EXISTING UNDERGROUND STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND PIPES OR CONDUITS SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE THE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. LOCATE ALL UTILITIES BEFORE CONSTRUCTION. BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE AZIMUTH BETWEEN O.C.S. HORIZONTAL CONTROL STATION GPS NO. 6291 AND STATION GPS NO. 6293 BEING 278046'17" (REC.), 278°46'18" (MEAS.) PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. BENCHMARK ORANGE COUNTY SURVEYOR BENCHMARK DESIGNATION: 3K-29-68 DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "3K-29-68", SET IN THE NORTHERLY CORNER OF A 4 FT. BY 7 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHERLY CORNER OF THE "T" INTERSECTION OF PACIFIC COAST HIGHWAY AND IRIS AVENUE, 45 FT. SOUTHERLY OF THE CENTERLINE OF IRIS TO THE WEST AND 36 FT. SOUTHWESTERLY OF THE CENTERLINE OF PCH. MONUMENT IS SET LEVEL WITH THE SIDEWALK. ELEVATION = 84.166' [NAVD 88, 2011 LEVELED] PRECISE GRADING PLANS FOR GRANT HOWALD PARK REHABILITATION CITY OF NEWPORT BEACH NORTH EAST CORNER OF GOLDENROD AVE. AND FIFTH AVE. NEWPORT BEACH., CA COUNTY OF ORANGE STATE OF CALIFORNIA CONSTRUCTION NOTES/ESTIMATE OF QUANTITIES NO. DESCRIPTION QUANTITY *** CUBIC YARDS GENERAL CONSTRUCTION NOTES C-1.01 C-1.02 1� CONSTRUCT 3" A.C./4" A.B. PAVEMENT FOR PARKING STALLS - CONFIRM SECTION WITH SOILS ENGINEER 1,500 SF 0 SF 1 B CONSTRUCT 3" A.C./6" A.B. PAVEMENT FOR DRIVE AISLES - CONFIRM SECTION WITH SOILS ENGINEER 1,625 SF 0 SF O2 CONSTRUCT TYPE A CURB & GUTTER PER CITY OF NEWPORT BEACH DWG. STD- 182-L - C.F. PER PLAN 550 LF 0 LF O3 CONSTRUCT TYPE B CURB PER CITY OF NEWPORT BEACH DWG. STD -182 - C.F. PER PLAN 215 LF 0 LF ® CONSTRUCT CONCRETE ROLLED CURB PER CITY OF NEWPORT BEACH DWG. STD -183 - C.F. PER PLAN 25 LF 0 LF O5 APPLY 2 COATS OF ASPHALT EMULSION SEALCOAT PER SSPWC SECTION 203-9 AND SPECIAL PROVISIONS 15,480 SF 0 SF © CONSTRUCT CONCRETE 24" STEP OUT CURB PER DETAIL 1, SHEET C-0.02 95 LF 0 LF O7 CONSTRUCT CURB RAMP PER CITY OF NEWPORT BEACH DWG. STD. DWG. NO. 181, CASE PER PLAN - SEE DETAIL 4, SHEET C-0.03 - MODIFY TO 6 -INCHES THICK CONCRETE FOR VEHICULAR LOADING 5 EA 0 EA ® CONSTRUCT CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS - - O CONSTRUCT PLAYGROUND SURFACE PER LANDSCAPE ARCHITECT PLANS - - 10 PROTECT IN PLACE 11 CONSTRUCT 0" TO 6" CURB FACE TRANSITION PER DETAIL 9, SHEET C-0.02 20 LF 0 LF 12 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY OF NEWPORT BEACH DWG. STD. -160-3-A, MODIFY PER PLAN 1 EA 0 EA 13 CONSTRUCT FULL -DEPTH A.C. PAVING PER DETAIL 2, SHEET C-0.02 810 LF 0 LF 14 ADJUST MANHOLE/UTILITY BOX/VAULT TO GRADE 3 EA 2 EA 15 COMPLETE CROSS GUTTER PER CITY OF NEWPORT BEACH DWG. STD. -185-L, MODIFY PER PLAN 2 EA 0 EA 16 CONSTRUCT SIDEWALK PER CITY OF NEWPORT BEACH DWG. STD -180 3,520 SF 0 SF STORM DRAIN CONSTRUCTION NOTES 30 CONSTRUCT ATRIUM DRAIN PER DETAIL 3, SHEET C-0.02 4 EA 21 EA 31 CONSTRUCT 4" PVC, SCH 40, STORM DRAIN PIPE, BEDDING PER DETAIL 4, SHEET C-0.02 395 LF 470 LF 32 CONSTRUCT 6" PVC, SCH 40, STORM DRAIN PIPE, BEDDING PER DETAIL 4, SHEET C-0.02 50 LF 42 LF 33 CONSTRUCT 8" PVC, SCH 40, STORM DRAIN PIPE, BEDDING PER DETAIL 4, SHEET C-0.02 0 LF 140 LF 34 CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 5, SHEET C-0.02 1 EA 0 EA 35 CONSTRUCT SUBDRAIN PER DETAIL 6, SHEET C-0.02 295 LF 140 LF 36 CONNECT SUBDRAIN TO PVC STORM DRAIN LINE 6 EA 8 EA 37 NOT USED 38 CONSTRUCT RUBBER PLAY AREA SUBDRAIN PER DETAIL 7, SHEET C-0.02 0 EA 16 EA 39 CONSTRUCT SAND PLAY AREA SUBDRAIN PER DETAIL 8, SHEET C-0.02 0 LF 65 LF 40 CONNECT TO EXIST. CATCH BASIN PER DETAIL 10, SHEET C-0.02 0 EA 1 EA 41 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF NEWPORT BEACH DWG. STD -184-L - MOD. FOR OUTLET PER PLAN 3 EA 0 EA WATER CONSTRUCTION NOTES 50 CONNECT TO EXISTING WATER LINE 1 EA 3 EA 51 CONSTRUCT 1/2" PVC, SCH 40, WATER LINE, BEDDING PER DETAIL 4, SHEET C-0.02 80 LF 90 LF 52 CONNECT TO DRINKING FOUNTAIN - SEE LANDSCAPE ARCHITECT PLANS 2 EA 2 EA 53 CONSTRUCT 2" PVC, SCH 40, WATER LINE, BEDDING PER DETAIL 4, SHEET C-0.02 - 60 LF 54 RELOCATE EXIST. 2" BACKFLOW PREVENTOR AND CAGE. REPAINT CAGE PER DIRECTION OF CITY OF NEWPORT BEACH AND INSTALL CAGE AND BACKFLOW PREVENTOR OR CONC. PAD PER CITY OF NEWPORT BEACH DWG. STD. -520 -L-A - 1 EA SEE SHEET D-1.01 FOR DEMOLITION CONSTRUCTION NOTES - ALL DEMOLITION ITEMS ARE PER THE DEMOLITION PLAN AND ARE LUMP SUM SEE SHEET C-2.01 FOR EROSION CONTROL CONSTRUCTION NOTES SEE SHEET C-3.01 FOR HORIZONTAL CONTROL/STRIPING CONSTRUCTION NOTES NOTE: EXISTING TOPOGRAPHY WAS PROVIDED BY GUIDA SURVEYING, INC., DATED SEPT. 27, 2019. NO WARRANTY IS MADE BY civTEC AS TO THE ACCURACY OF THE EXISTING FIELD CONDITIONS SHOWN. CONTRACTOR SHALL VERIFY EXISTING FIELD CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY CITY IMMEDIATELY OF ANY DISCREPANCY. PLANS PREPARED BY: CIVIL T?A ENGINEERINr. Em(wCONSULTit 999 CORPORATE DR., SUITE 100 f LADERA RANCH, CA 92694 I 1 /2020 p: 949.463.8822 e: tec@civtec.net 10 NOTE TO CONTRACTOR (RE: SCE WORK) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE LATEST APPROVED SCE IMPROVEMENT PLANS FOR FIFTH AVE AND SHALL REVIEW THE PLANS AND FAMILIARIZE THEMSELVES WITH THE UTILITY LINES, PROPOSED AND EXISTING INFRASTRUCTURE AND ALL RELATED IMPROVEMENTS. SHEET INDEX SHEET TITLE SHEET DEMOLITION PLAN DETAIL SHEET PRECISE GRADING PLAN EROSION CONTROL PLAN HORIZONTAL CONTROL/STRIPING PLAN AREA DISTURBED: CUT SHRINKAGE SUBSIDENCE FILL SHRINKAGE (O/E) SUBSIDENCE (EXPORT)/IMPORT OVER -EXCAVATION * UNKNOWN AT THIS TIME NUMBER C-0.01 D-1.01 C-0.02 TO C-0.03 C-1.01 TO C-1.02 C-2.01 C-3.01 EARTHWORK *** SHEET C-1.01 ** 2.1 # ACRES 1,790 CUBIC YARDS (120) CUBIC YARDS N/A CUBIC YARDS 890 CUBIC YARDS 170 CUBIC YARDS N/A CUBIC YARDS (610) CUBIC YARDS 2,600 CUBIC YARDS SHEET C-1.02 0.6# ACRES 240 CUBIC YARDS (15) CUBIC YARDS N/A CUBIC YARDS 730 CUBIC YARDS 30 CUBIC YARDS N/A CUBIC YARDS 535 CUBIC YARDS 440 CUBIC YARDS * THE ABOVE CUT/FILL QUANTITIES ARE FOR PLAN CHECK PURPOSES ONLY. THIS CALCULATION DOES NOT INCLUDE SOILS FROM BUILDING OR WALL FOOTINGS, NOR ANY UTILITY TRENCHING. THIS CALCULATION ACCOUNTS FOR 6.5% SHRINKAGE AND NO SUBSIDENCE (TO BE CONFIRMED BY THE SOILS ENGINEER). REMOVALS PER THE SOILS REPORT INCLUDE 8 -INCHES BELOW THE SYNTHETIC FIELD, 2 -FEET BELOW THE RETAINING WALLS AND 1 -FOOT BELOW THE SIDEWALKS AND PAVEMENT/PARKING. CONTRACTOR SHALL REFER TO THE SOILS REPORT FOR STATEMENTS CONCERNING GRADING REQUIREMENTS. ** INCLUDES ADJUSTMENT FOR 0.1 -FOOT OF EXIST. TURF REMOVAL ASSUMED NOT BE BE USED FOR FILL. *** NOTICE TO THE CONTRACTOR THE ESTIMATES OF IMPROVEMENT AND GRADING QUANTITIES AS SHOWN HEREON ARE PROVIDED FOR SATISFYING PLAN CHECK INFORMATION REQUIREMENTS ONLY. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL IMPROVEMENT QUANTITIES INCLUDING GRADING QUANTITIES, AND SHALL USE SAME AS A BASIS FOR THEIR BID(S) AND CONTRACT(S). THE GRADING CONTRACTOR SHALL BE RESPONSIBLE AND ACCOUNT FOR DISTRIBUTING ANY EXCESS MATERIAL OR SUPPLYING ANY DEFICIENCIES TO BRING THE SITE TO DESIGN GRADE. NOTE TO CONTRACTOR: ALL GRADING AND EARTHWORK IS TO BE DONE IN ACCORDANCE WITH THE EARTHWORK SPECIFICATION, APPROVED SOILS REPORT AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. WDID #: mx■■ 0 0 ° lop PLANTING/TREES/IRR ETC. ° - VERIFY LIMITS WITH LANDSCAPE ARCHITECT'S PLANS I X_ I ° - wo We N 29ADA SIGN 0lop FENCE ° ol2* PIN - - - I- 29ADA SIGN ° • • o ° 0 O a o o FENCE @ WALL 30 FENCEa x X_ x I �€ j0 81 o o o° 0 0 o x o x x x x x x x x x - -- _ X -� cva I .loin o�-©Q ° ° 000 00<) 00 0 {� o© fl �� $ o00 o °000000 00 0 00°° o ° 0 0 0 0 �Q o 0 0 o xu x I I o 000 00 00 00 000 0 �° 000 000© �� I 3 00 °o 0 0 0 ° �O �O °o ° 00 0 0 {� 00 I I I SL0 2 0�o s osz 0 - �4 ° °cab�o °o o o 0 00 0 0 0 0 o r 0 1 0 0 0° ° 0 WALL 5 0 0 0 0 0 0° 0 0 ° WALL ° 0 00� 00 - 4°_0000c�c, 0 000 0 0---- o 0 0 00 0 0 o 0 oQo ° o o° {� 5 0° I I I I PBXSLO ----J -� L------ ---- - r I-- ° I r - ■#HHHHHH H H H H H H HHHHH 5 ELECT. P.B. I.C.V. ,n' cv PB Ill iry Q0000 ' BXELp ® 26 CONC. MOWCURB I I I ® 11 f ELECT. P.B IGHT & P.B. 5 WALL CONC. MOWCURB® 4 I I 5 ❑ 0 I I I I 16 SEWER 5 16 3 cv 11 I ""PIPEjLIGHT & P.B. LIGHT & P.B. 5 ©FENCt LINE ❑ 3 I.C.V.26 ❑ 7EA3EA I FENCE I I I • LIGHT & P.B.❑ I I - cv DRINK. FTN 32 I I o - I I I �F, • x x x- Tx- x 3) ICV TREE 2 I 413 I I x LIGHTS ON 7 I �,� 7 I I I I 20 EXISTING 33 I ��0 \��O 33 TREE I I I I BUILDING x I �� 0���� 2 GAJ ��5 5 PARCEL 3 ° 1\s v 34 WITHIN PROJECT LIMITS C O� PLANTING/TREES/IRRIG.,a ETC. �a3 Icv ///5 EXIST. JUNIPER \BU SH ELECT. \ P.B. TREE 5LI� r-iTREE TREE I � � II II II III I I I I I I I I I PLANTING/TREES/IRRIG.,a I I ETC. lol III \ O . 0 I Ij CT \ I I O\ ❑C.B. I II ]TREE 7S.. 1J I 7 /II Icvb = \ -RELOCATE 17 // / O 1'WALL _ ` 2 TREE TREE / ❑2 / 7 / 5 S.D. TREEa STAIRS TREE �- 2 i \ 8' S.D.C.O. AND ❑ TREE ❑ ❑5 WALK �� j, Ji �1 G • 1819- - _� c TREE 1819 • / 1819 / - 4,4 2 7 / 2 TREE 8 2 2 TREE 5 S.D. • / 17 TREE ❑-REPLACE / 0 4�"_e" /•h y� 4 TREE ❑2 TREE 4 TREE * / TREE 2: / Po'I I I I x x 10 I Qp��� �`,5�`��j SIGN , I / I �♦ nTREE nTREE ❑2 I I ��� ❑5 / o ,� 2 TREE U 3 I PBXSLIO I I X I �� 7 16 I 0a ❑ OLUMN I > I I 16 33 • 0 4 �► -TYP. ❑5 7 �/ - % Q I 4" PIPE U- / ♦ DRINK, 4 TREE / I FENCE I g ELEC. J 32 WALL 2 o I I © ❑ PARCEL 1 11 P B U FTN. ❑5 \ TREE x c Q 4 • TRASH 34 aTRE I w I I I 5 6 FENCE 10 \ / / I , I I �� ;,WATER i ❑ I / B.F.P.27 �UTILS a // / 2 TRE / I I I x LIGHT 'cv / / TREE TREE / O O ! I I I 12 I s d� \ // 2 2 / I I II • 3 3 I TREE ��` 0 5 UTIL. \\ I I I ❑2 uC.V. PULkL \ I TREE 1 7 I S.D.® 26 4 EA / BOX 5 \/ I �- HPALM 5 LIGHT & P.B. x x 0 33 I WALL 13 ❑- SEE DETAIL 6, SHEET L-2.01 I / SIGN I I I FENCE 5 GUY 21 _4�' (s) Icv I.C.V. 26 I ❑ FOR PAVING ADJUSTMENT x I P / ❑5 I TRE 2 x WIRE❑16 0 x 6 EA. LIGHT & P.B. ❑ LIGHT & P.B. 5 - ❑5 W.M, - -SEE DETAIL b, SHEET L-2.01 - SEE DETAIL 6, SHEET L-2.01❑ I P P I * I o 0 0 r^ o ° FOR PAVING ADJUSTMENT FOR PAVING ADJUSTMENT X 15 0 ° ° ° WALL 10 TREE 1 WALL FENCE[i]S.D.❑ ©FENCE 1 TREE °o ©8 � 7 0 ❑5 -EUC. 13 I GIS m O 5 SIGN 7 ° 7 0 3 C.B. I SWALE CONC.24 SWALE 24 25 C.B. -EUC. x ❑ 5 PE S.D. 25 I C.V 25 v �� Lc.v. s 8 v 26 R° \0 o �PALM 'O B.F.P 2 EA 26 ❑ P.P. 21 C.B.25 C.B. 7 EA X7- - L.� - _ _ 31 ❑ C.B. 25 BEL x 0------- 0 WALL -- - - -25- --- P.P. xam- ZWI -- ---X --- FENCE - 0 0 1 0 0 0 0 ©0 WALL 10 BSTR. PUMP - - - -SIGN I- - - - 21SIG 6RE8 0 -- 4 10 22 - _ ED 22 SIGN GUY P• 21 SIG UY 21 18" SEMISER ❑ WIRE 21 ❑ 5 KWY. C.B 25 WIRE P.P. 21 WAI 5 ELEC. P•P CULVERT23 TREE REE 1 TREE TREE 1 ELECT. 5 REE 1 TREE REE TREE TREE TREE �vv�r•kc�-w----------35 21--- ----- ---------❑--- - ------LINE ---------- 1 ---- 1------�I-- rie -c.r�w� - - - - CABINET 1 2 M. A 5 MONUMENT 5 WALL 13 ""° I� PBXCT - \ r -� AL VAL ---�-- 2�-•A� ----------------�!°9�4--- I 1�JI I 93.5' � 14 252.7' - - - - - - - -- ---r-_OKWW-�e�--------------- -I - ----- --- ter ----- -- --� CONC. SIDEWALK, CURB & GUTTER I 410 I Q I I I I I W I Q co LEGEND LIMITS OF DEMOLITION ■■■■■■■■■■ PROTECT LINE IN PLACE WITHIN DEMOLITION LIMITS 6 -FOOT TALL CONSTRUCTION FENCE - LOCATION MAY BE REVISED WITH CITY APPROVAL NOTE TO CONTRACTOR: ALL UTILITIES SHOULD BE SHUT OFF AND CAPPED PER UTILITY COMPANY REQUIREMENTS. CONTRACTOR SHALL COORDINATE WITH APPROPRIATE UTILITY COMPANY PRIOR TO COMMENCEMENT OF WORK. NOTE TO CONTRACTOR: INSTALL 6 -FOOT CHAIN LINK FENCE WITH WINDSCREEN AND GATES, WHERE NECESSARY, AROUND THE PERIMETER OF THE SITE AS NEEDED. CONTRACTOR SHALL SUBMIT CONSTRUCTION FENCING PLAN FOR CITY'S REVIEW AND APPROVAL PRIOR TO START OF WORK AND PROTECT THESE FENCES AND KEEP AREA FULLY SECURE DURING DEMOLITION. NOTE TO CONTRACTOR: CONTRACTOR SHALL COMPLY WITH THE APPROVED STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND SHALL MAINTAIN A COPY ONSITE AT ALL TIMES. PRIVATE ENGINEERS NOTICE TO CONTRACTOR(S) 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION OR THE EXISTENCE OR NONEXISTENCE OF ANY UTILITY AND/OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITIES OF RECORD OR NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 2. RELOCATION OR REMOVAL OF ANY EXISTING UTILITIES, UNLESS PERFORMED BY THE CITY OR THE RESPECTIVE UTILITY OWNERS, SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 3. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY. CONTRACTOR'S RESPONSIBILITY THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT THEY SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT THIS REQUIREMENT SHALL APPLY CONTINUOUS AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTORS AND SUBCONTRACTORS FURTHER AGREE TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE OWNER AND DESIGN PROFESSIONAL FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE DESIGN PROFESSIONAL. NOTE TO CONTRACTOR: • LOCATION OF EXISTING FACILITIES SHOWN HEREON ARE BASED ON THE EXISTING TOPOGRAPHIC SURVEY PERFORMED BY GUIDA SURVEYING, INC., DATED SEPT., 2019, FIELD OBSERVATION AND A SEARCH OF AVAILABLE RECORDS AND MAY NOT REPRESENT ACTUAL CONDITIONS. • CONTRACTOR MUST FIELD LOCATE ALL UTILITIES (LOCATION AND DEPTH) WITHIN WORK AREA AS A FIRST ITEM OF WORK AND VERIFY PROPOSED DESIGN IS VALID. • CONTRACTOR SHALL PROTECT IN PLACE THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING UTILITY LINES. • CONTRACTOR TO VERIFY AND INFORM THE CITY OF ANY FACILITIES ENCOUNTERED IN THE FIELD WHICH IS NOT SHOWN ON THIS PLAN, OR DIFFERS IN LOCATION OR SIZE, PRIOR TO REMOVAL. • THE CITY WILL IDENTIFY AND REMOVE ANY ITEMS THEY WISH TO RETAIN PRIOR TO THE CONTRACTOR MOVE IN. DEMOLITION NOTES LJ REMOVE EXISTING TREE AND ROOT BALL AND DISPOSE Q PROTECT EXISTING TREE IN PLACE Q SAWCUT AND REMOVE EXISTING A.C. PAVING AND A.B. AND DISPOSE ® SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK, STAIRS OR PAD (COMPLETE) AND DISPOSE Q PROTECT IN PLACE fl II / soc P L 1 / a 2 TREE / / 4 / Icv • / O / Icvo °lo' PLANTING TREES IRRIG. ❑2 ETC. Il / 1� PLANTING TREES IRRIG. / DEMOLITION GENERAL NOTES / II/ �1 I• I II II III II II II NOTE TO CONTRACTOR: CONTRACTOR TO PROTECT ALL PLANTING/IRRIGATION NOT A PART OF SCOPE DURING CONSTRUCTION. EXISTING TREES, SHRUBS, AND TURF TO REMAIN NEED TO BE IRRIGATED DURING CONSTRUCTION. CONTRACTOR TO REVIEW WITH CITY PRIOR TO CONSTRUCTION. © REMOVE EXIST. FENCE/GATE AND ASSOCIATED POSTS, FOOTINGS, MOW CURBS, ETC. (COMPLETE) AND DISPOSE Q REMOVE EXISTING LANDSCAPE/IRRIGATION AND CAP AT LIMITS OF DEMOLITION AND DISPOSE - VERIFY EXTENT AND RECONNECTION WITH IRRIG. PLANS - CONTRACTOR TO COORDINATE WITH CITY LANDSCAPE DEPT. ® PLUG EXISTING STORM DRAIN AND REMOVE EXIST. PIPE UPSTREAM - INSURE CONTINUITY OF DRAINAGE - SEE SHEET C-1.01 AND C-1.02 Q SAWCUT AND REMOVE EXISTING CURB RAMP AND DISPOSE 10 REMOVE EXISTING CURB AND/OR CURB & GUTTER AND DISPOSE 11 EXISTING ELECTRICAL/CATV/PHONE VAULT/LINE - SEE ELECTRICAL PLANS FOR CONDUIT RE-ROUTING/CAPPING 12 REMOVE LIGHT POLE, BASE, FOOTING, PULL BOX, CONDUIT AND CONDUCTORS, ETC. (COMPLETE) - SEE ELECTRICAL PLANS FOR CONDUIT RE-ROUTING/CAPPING 13 REMOVE EXIST. RETAINING WALL W/FOOTING, SUBDRAIN (COMPLETE) AND DISPOSE 14 SAWCUT AND REMOVE EXISTING DRIVEWAY AND DISPOSE 15 REMOVE EXIST. DECOMPOSED GRANITE PAVING 16 REMOVE PARKING LOT STRIPING WITH SANDBLASTING 17 RELOCATE OR REPLACE EXISTING TREES - COORDINATE REPLACEMENT AND NEW LOCATION WITH CITY AND PLANTING PLAN 18 REMOVE EXISTING PLAYGROUND EQUIPMENT, FOOTINGS, ETC. (COMPLETE) - COORD. SALVAGE WITH CITY 19 REMOVE EXISTING PLAYGROUND SURFACE, SUBSURFACE DRAINAGE, WALLS, CURBS, SUBSURFACE MATERIALS, ETC. (COMPLETE) AND DISPOSE 20 REMOVE EXIST. ELECT. LIGHTS ON BLDG. - SEE ELECTRICAL PLANS FOR CONDUIT RE-ROUTING/CAPPING 21 P.P./GUY WIRE TO BE UNDERGROUNDED PER SCE PLANS 22 REMOVE EXIST. CROSS -GUTTER WITHIN LIMITS OF NEW WORK (SEE SHEET C-1.01) AND DISPOSE 23 REMOVE EXIST. PARKWAY CULVERT (COMPLETE) AND DISPOSE 24 REMOVE EXIST. CONCRETE SWALE (COMPLETE) AND DISPOSE 25 REMOVE EXIST. CATCH BASIN (COMPLETE) AND DISPOSE 26 SEE IRRIGATION PLANS FOR DISPOSITION 27 BACKFLOW PREVENTOR AND CAGE TO BE RELOCATED - SEE SHEET C-1.02 28 REMOVE EXIST. STACKED STONE RETAINING WALL (COMPLETE) AND DISPOSE - COORD. SALVAGE WITH CITY 29 REMOVE EXIST. SIGN, FOOTING (COMPLETE) - COORD. SALVAGE WITH CITY 30 REMOVE EXIST. CHAIN LINK FENCE AND DISPOSE - POSTS TO REMAIN - SEE LANDSCAPE ARCHITECT'S SHEET L-2.04 31 REMOVE EXIST. UTILITY DEVICE - COORD. SALVAGE WITH CITY - SEE IRRIGATION PLANS 32 REMOVE EXIST. DRINKING FOUNTAIN - COORD. SALVAGE WITH CITY - PLUG EXIST. SUPPLY/WASTE LINES FOR FUTURE CONNECTION 33 REMOVE EXIST. FIELD (COMPLETE) PER SOILS ENGINEER RECOMMENDATIONS 34 REMOVE EXIST. BIKERACK, PICNIC TABLES, BBQS AND SITE FURNISHINGS - COORD. SALVAGE WITH CITY 35 ELEC. CABINET TO BE RELOCATED BY AT&T PLANS PREPARED BY: CIVIL l ENGINEERINr CONSULTR 999 CORPORATE DR., SUITE 100 f LADERA RANCH, CA 92694 I 1 /2020 p: 949.463.8822 e: tec@civtec.net 10 SCALE: 1 "=30' 0 15 30 60 NOTE TO CONTRACTOR: CONTRACTOR TO SCHEDULE A SITE WALK WITH THE CITY PRIOR TO START OF DEMOLITION TO VERIFY ALL ITEMS TO BE SALVAGED, DEDICATION PLAQUES TO BE SAVED, AND TREES TO BE REMOVED, PROTECTED, AND RELOCATED. 1. A SURVEY OF EXISTING CONDITIONS SHALL BE PERFORMED AND CORRELATED WITH REQUIREMENTS INDICATED TO DETERMINE AND VERIFY THE EXTENT OF DEMOLITION REQUIRED. 2. CONTRACTOR SHALL RECORD EXISTING CONDITIONS BY USE OF PRE -CONSTRUCTION PHOTOGRAPHS, PRE -CONSTRUCTION VIDEOTAPES, AND DRAWINGS AS APPROPRIATE. 3. A SURVEY SHALL BE PERFORMED AS WORK PROGRESSES TO DETECT HAZARDS RESULTING FROM DEMOLITION ACTIVITIES. 4. CONTRACTOR SHALL KEEP INVENTORY AND RECORD THE CONDITION OF ITEMS TO BE REMOVED AND REINSTALLED AND ITEMS TO BE REMOVED AND SALVAGED. 5. CONTRACTOR SHALL COORDINATE WITH THE OWNER THE STORAGE AND DELIVERY OF ITEMS TO BE SALVAGED. 6. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AS THE FIRST ITEM OF WORK AND PROTECT THEM FROM DAMAGE. NOTIFY OWNER IMMEDIATELY IF DAMAGE OCCURS AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT. NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. 7. WHEN UNANTICIPATED ELECTRICAL, STRUCTURAL, OR OTHER ELEMENTS INCLUDING STORM DRAIN, WATER AND SEWER LINES THAT CONFLICT WITH INTENDED DESIGN ARE ENCOUNTERED, CONTRACTOR SHALL INVESTIGATE AND MEASURE THE NATURE AND EXTENT OF CONFLICT AND CONTRACTOR SHALL PROMPTLY SUBMIT A WRITTEN REPORT TO THE ENGINEER. 8. CONTRACTOR SHALL LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF INDICATED UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS SERVING AREAS TO BE SELECTIVELY DEMOLISHED AND: • SHALL ARRANGE TO SHUT OFF INDICATED UTILITIES WITH UTILITY COMPANIES. • IF SERVICES/SYSTEMS ARE REQUIRED TO BE REMOVED, RELOCATED, OR ABANDONED, BEFORE PROCEEDING WITH DEMOLITION CONTRACTOR SHALL PROVIDE TEMPORARY SERVICES/SYSTEMS THAT BYPASS AREA OF DEMOLITION AND THAT MAINTAIN CONTINUITY OF SERVICES/SYSTEMS TO OTHER PARTS OF BUILDING AND SITE. • SHALL CUT OFF PIPE OR CONDUIT IN WALLS TO BE REMOVED. CAP, VALVE, OR PLUG AND SEAL REMAINING PORTION OF PIPE OR CONDUIT AFTER BYPASSING. WHERE ENTIRE WALL IS TO BE REMOVED, EXISTING SERVICES/SYSTEMS MAY BE REMOVED WITH REMOVAL OF THE WALL. CONTRACTOR SHALL CUT OFF PIPE OR CONDUIT SO IT WILL NOT BE VISIBLE IN FINISHED CONSTRUCTION. 9. CONTRACTOR SHALL PROTECT EXISTING SERVICES/SYSTEMS INDICATED AGAINST DAMAGE DURING DEMOLITION OPERATIONS. 10. INACTIVE OR ABANDONED UTILITIES SHALL BE DISCONNECTED, REMOVED, AND PLUGGED OR CAPPED SUBJECT TO THE LOCAL GOVERNING AGENCIES. 11. ACTIVE UTILITIES SHALL BE PROTECTED BY AND AT THE EXPENSE OF THE CONTRACTOR. KEEP ANY REQUIRED UTILITY IN OPERATING CONDITION DURING THE ENTIRE PERIOD OF WORK, INCLUDING EXISTING IRRIGATION SYSTEMS FOR LANDSCAPE MAINTENANCE. 12. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION WHEN IT IS OBVIOUS THAT KNOWN OBSTRUCTIONS EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. ASSUME RESPONSIBILITY FOR ALL NECESSARY REVISION DUE TO FAILURE TO GIVE SUCH NOTIFICATION. 13. CONTRACTOR SHALL CONDUCT DEMOLITION AND DEBRIS -REMOVAL OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES. 14. CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TO REMAIN AND: • SHALL PROVIDE TEMPORARY WEATHER PROTECTION, DURING THE INTERVAL BETWEEN DEMOLITION OF EXISTING CONSTRUCTION ON EXTERIOR SURFACES AND NEW CONSTRUCTION, TO PREVENT WATER LEAKAGE AND DAMAGE TO STRUCTURE AND INTERIOR AREAS. • SHALL PROTECT WORK THAT IS TO REMAIN OR THAT IS EXPOSED DURING DEMOLITION OPERATIONS. • SHALL COVER AND PROTECT EQUIPMENT THAT HAS NOT BEEN REMOVED. 15. CONTRACTOR SHALL PROVIDE AND MAINTAIN SHORING, BRACING, AND STRUCTURAL SUPPORTS AS REQUIRED TO PRESERVE STABILITY AND PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF CONSTRUCTION AND FINISHES THAT REMAIN, AND TO PREVENT UNEXPECTED OR UNCONTROLLED MOVEMENT OR COLLAPSE OF CONSTRUCTION BEING DEMOLISHED. CONTRACTOR SHALL STRENGTHEN OR ADD NEW SUPPORTS WHEN REQUIRED DURING PROGRESS OF DEMOLITION. 16. DEMOLITION AND REMOVAL WORK SHALL BE CAREFULLY PERFORMED TO AVOID DAMAGE TO EXISTING TREES NOTED ON THE PLANS TO REMAIN. 17. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST ADOPTED EDITIONS OF THE UNIFORM BUILDING CODE, THE AMERICANS WITH DISABILITIES ACT, AND ALL OTHER APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS. 18. CONTRACTOR SHALL USE METHODS REQUIRED TO COMPLETE THE WORK WITHIN THE LIMITATIONS OF GOVERNING REGULATIONS AND AS FOLLOWS: • SHALL NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO DIMENSIONS REQUIRED, USING CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. USE HAND TOOLS OR SMALL POWER TOOLS DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING AND CHOPPING, TO MINIMIZE DISTURBANCE OF ADJACENT SURFACES. TEMPORARILY COVER OPENINGS TO REMAIN. • SHALL CUT OR DRILL FROM THE EXPOSED OR FINISHED SIDE INTO CONCEALED SURFACES TO AVOID MARRING EXISTING FINISHED SURFACES. • SHALL NOT USE CUTTING TORCHES UNTIL WORK AREA IS CLEARED OF FLAMMABLE MATERIALS. AT CONCEALED SPACES, SUCH AS DUCT AND PIPE INTERIORS, VERIFY CONDITION AND CONTENTS OF HIDDEN SPACE BEFORE STARTING FLAME -CUTTING OPERATIONS. MAINTAIN FIRE WATCH AND PORTABLE FIRE -SUPPRESSION DEVICES DURING FLAME -CUTTING OPERATIONS. • SHALL MAINTAIN ADEQUATE VENTILATION WHEN USING CUTTING TORCHES. • SHALL REMOVE DECAYED, TERMITE -INFESTED, VERMIN -INFESTED, OR OTHERWISE DANGEROUS OR UNSUITABLE MATERIALS AND PROMPTLY DISPOSE OF OFF-SITE. • SHALL LOCATE DEMOLITION EQUIPMENT AND REMOVE DEBRIS AND MATERIALS SO AS NOT TO IMPOSE EXCESSIVE LOADS ON STRUCTURES TO REMAIN. 19. CLEAR THE SITE OF GRASS, WEED GROWTH, RUBBISH, DEBRIS, PAVEMENT, CONCRETE, INACTIVE OR ABANDONED FACILITIES (VERIFIED BY THE AGENCY), THAT ARE TO BE REMOVED FOR CONSTRUCTION OF THE SITE IMPROVEMENTS TO THE LIMITS AND DEPTHS SHOWN ON THE PLANS. 20. ABANDONED UNDERGROUND FACILITIES (VERIFIED BY THE AGENCY), ROOTS THREE INCHES IN DIAMETER AND LARGER, AND ROCKS AND BROKEN MASONRY LARGER THAN 4 INCHES IN ANY DIMENSION SHALL BE REMOVED TO A MINIMUM DEPTH OF 12" BELOW FINISH GRADE. 21. ALL DELETERIOUS MATERIALS WITHIN THE LIMITS OF THE WORK SHALL BE DISPOSED OF OFF-SITE BY THE CONTRACTOR, WHO SHALL MAKE ALL NECESSARY ARRANGEMENTS AND PAY ALL RELATED COSTS. 22. CONTRACTOR SHALL REMOVE DEMOLISHED MATERIALS FROM PROJECT SITE AND LEGALLY DISPOSE OF THEM AT THE CONTRACTOR'S EXPENSE IN AN EPA -APPROVED LANDFILL AND: • SHALL NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE. • SHALL REMOVE AND TRANSPORT DEBRIS INA MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS. 23. CONTRACTOR SHALL NOT BURN DEMOLISHED MATERIALS. 24. CONTRACTOR SHALL CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY DEMOLITION OPERATIONS AND RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE DEMOLITION OPERATIONS BEGAN. TOP OF CURB 6" BLACK STEEL OR HIGH STRENGTH PLASTIC ATRIUM PER PLAN CURB FACE DRAIN - NDS OR EQUAL TOP OF GRATE - USE FLAT GRATE IN TURF AREAS TG PER PLAN 6' (5 -FEET IF NOT SHOWN) CUT OR FILL2' 4' FINISH SURFACE SLOPE SLOPE PER PER SLOPE ROUNDED TOP Qa I a ;o ° a a PSN PL AN TOP OF SLOPE PER PLAN ° - <7VA VA VA VA \ \ \ \ \ VA VA VA VA VA VA VA VA \ %AA%AAA\�%%%,�%A�%��%�A%iA�A/VAAi /i�.Yi,\\j\\j\\j\\j\\j\\j\\j\\j\\j\\%`'�`%\\j\\\' / /,/i/i//�//\//\�/\///r CONTROL ///AA%AA%AA//A//A%AA%AA%AAA///AA%AAA//AA%AA%AAA//AA%AA%AAA//AA%AA%AAA//AA%AA%AA%AA%AA%AA%AA%AA%AA%AA% r SLOPE PER r. ADAPTOR ^VA'VAA/rAA% %AAjAAjAA/AAjAA / /AA�VAAr�AA�AA`A . -NDS OR EQUAL ° / / / USE 90 HUBxHUB - SIZE AS REQUIRED FOR �\\\%\\%\\%\\/ PLAN JOINT ELBOW FOR END OF PIPE SIZE 2% TY P. 2 \\\\\\\\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// /\ _y //\�7j\�7j�/j�''/j�\\\\7j\�j`\7/\7j\�7j\�7j\�7j�7j�//'�'��ij�\/i�\\�j\\ I I L ----------------------L----------- PROP. RETAINING WALL LINE CONDITIONS -NDS OR EQUAL - SIZE PER PLAN MIN./\\/\/\/\// \\\\\\\\\\\\\\\\\\\ / \/j\� 0" CURB FACE TO 4" OR 6" CURB FACE 4"f�S PVC SCH 40 PIPE — FULL OVERLAP OF FILTER FABRIC STORM DRAIN & / TOP OF CURB TYPE PER PLAN 6—FOOT WIDE TOP OF SLOPE BERM FILTER FABRIC - MIRAFI 140N OR \//\//\//\/ \// APPROVED EQUAL ' CURB FACE PER PLAN CURB FACE (5 -FEET IF NOT SHOWN) Z � FLOW SLOPECUT OR FILL 3' a 3/4" TO 1-1 /2" OPEN GRADED GRAVEL - NOT N LESS THAN 2 SQUARE FEET PER LINEAR FOOT - // \\\/�\\\\j\\\\\//\\//\\\ ER PRT ELEVATION 4 I Q a LAN - TOP OF SLOPE a I ° a a< 4" P.V.C. (SCH 40) PERFORATED PIPE,- PERFORATED HOLES AT THE BOTTOM USE MULTIPLE TEES AND ELBOWS PER PLAN RO U N D E D TO P \ VA VA VA/VA VA VA VA VA VA VA VA V A VA VA VA VA VA VA VA VA VA VA \ VA \ VA VA VA VA VA VA VA VA MULTIPLE PIPE SLOPE PER \'\\ \'` \ CONTROL / ;o PLAN I I I JOINT 4"± 4"± USE ECCENTRIC REDUCER WHEN 2\\�\\�\\�\\�\\�\\�\\�\\�\\\\ -2%TYP. MIN.\\ ____L______________________L___________ 12„ PROP. RETAINING WALL FOOTING JOININGTOLARGERDIAMETER DOWNSTREAM PIPE 1 4" CURB FACE TO 6" CURB FACE NOTE: 3—FOOT WIDE TOP OF SLOPE BERM USE FLAT GRATE IN TURF AREAS. \ • ALL GRATES TO BE BLACK IN COLOR. > FLOW 12 TOP OF SLOPE BERM SCALE. 9C.F. TRANSITION SCALE: 6 SUBDRAIN SCALE: 3 ATRIUM DRAIN SCALE: N.T.S. N.T.S. N.T.S. N.T.S. FINISH GRADE - HARDSCAPE AC PCC ~ TOP OF SUBGRADE FLUSH N (T.O.S.) 5 PER PLAN 4 iv z PAVED AREA iv ° ° a a d i/v%��wi� PLANTING AREA / / .:`• ;f ;:•. ..• ..; • '.>:'••' ..; .. z — �:^.':.' �\//%/ //v` V A \ VA VA SQUARE CONCRETE A A COLLAR iG ROUND CONCRETE COLLAR CAN OMIT FULL DEPTH AC PAVEMENT C2 -P 64-10 ,:.t:`'::;' �':_�•; ..::...'.::._..' :r.' N ..:.:,:.:: ''': 2%MIN',*,--., �:...:�::�';;�: `::-�: �;� - CVAAVAAVA V �V AAVAAVAAVA COLLAR IF ADJACENT // // // // // // // CAP WITH SCREW TOP EXISTING A.C. PAVING 2%MIN ;- - -1; •- �'"'/ PAVEMENT IS AT LEAST j/VAjAAjAAjAA jAAjAAjAAVAjAAj' / / / / / / / / 4" THICK BODY AND COVER PER 3/8 -INCH LIP BROOKS PRODUCTS NO. 3 -RT / OR EQUAL '/\ /\ SAWCUT AT •,r\\ j\\ j\\� \\/� \ \\ \ /�///�//\//�/i/i,//i //i //i //i//�//�//� PROPOSED CURB & GUTTER 18 -INCH MIN. WIDTH \\ 450 \/\\/\\/\\ V OR PER PLAN a \ PVC WYE \\/\\/\\/\\ , ..'..• .,. ••. ,.• USE 45 HUB x HUB ELBOW 2FOR 7\U END OF LINE CONDITIONSz U INVERT VP \/��\//\\//\\//\\//\\//\\/�\�\\//\\//\/\ 3 4" - 45° HUB x HUB ELBOW -NDS O R EQUAL ,>•: _ -NDS O R EQUAL SIZE PER PLAN /\j/\j//� :: \ `�' SLOPE TO PERILAN - \ \ \ \ . ;' a:'..::,'.. ' ; \ Lu DRAIN \ 4" PVC PIPE (SCH 40) \\ \' �'`' `f — — STORM DRAIN SIZE & ' ' '' - NDS OR EQUAL - TYPE PER PLAN LEGEND GRANULAR MATERIAL (S.E.=30 MIN.) _ — — Lu — — — — — — - - PLACEMENT PER 1❑ FILTER FABRIC MIRAFI 140N OR APPROVED EQUAL. SECURE TO SURROUNDING SOILS REPORT FLOW Q SUBGRADE PER MANUFACTURER'S RECOMMENDATIONS. n N X ❑2 3/4" WASHED GRAVEL WRAPPED IN FILTER FABRIC ; :' "." - _ — — — —W ❑3 4" PVC (SDR 35) PERFORATED D RAIN LINE @ 0.5% MIN. SLOPE. PERFORATIONS UNDISTURBED SOIL ON BOTTOM OF PIPE. ® INSTALL SAND PER LANDSCAPE ARCHITECT'S PLAN. NOTE: ❑5 FINISH GRADE PER PLAN • USE 4,500 p.s.i., TYPE II/V CONCRETE IN TRAFFIC AREAS • USE 3,250 p.s.i., TYPE II/V CONCRETE IN LANDSCAPE AREAS • BACKFILL TO TOP OF 450 BEND WITH SAME MATERIAL AS PIPE BACKFILL 8 SAND PLAY AREA SUBDRAIN SCALE: 5 STORM DRAIN CLEANOUT SCALE: 2 FULL -DEPTH DEEP LIFT A.C. PAVING SCALE: N.T.S. TOP OF GRATE (TG) PER PLAN P.C.C. OR A.C./A.B. _ TOP OF CONC. 5 OR TOP SOIL ------_ (T.O.C.) — — — — — — — — PER PLAN 4 TRENCH WIDTH FINISHED SURFACE L — — — — — AS REQUIRED FOR PIPE SURFACE PER NEW STORM DRAIN I I EXIST. CATCH BASIN 24" I LANDSCAPE ARCHITECT'S PLAN PIPE PER PLAN I . 5d% 0a .5a 0/0 z 24„ BACKFILL - COMPACT \ TO 90% RELATIVE CLEAR U zd 3 L„ ................... - �� MIN. }he CQL/ Z a0°° \\ U .................W/SOILS ENGINEER m\\/ \ /� -SHALL B E PER SECTION w W a ..................... . a CL FLOW 2 NOTE: j//,..,,~.,.:.':::;':'�':: `..:' .:'...`..:'/ iv z TRENCHES ADJACENT AND PARALLEL TO /\/\/\/\/\/ / a CONCRETEVA COLLAR /VA; //\ BUILDING FOUNDATIONS SHALL NOT BE " TO " C/ '• .. -••� VA% \ \r�A/ /AA /AA/ / EXPANSION JOINT \,\\ INVERT PER PLAN I L STORM DRAIN SIZE & /\ TYPE PER PLAN POURED IN PLACE BELOW A 1:1 PLANE PROJECTED �Q \\, DOWNWARD FROM THE BOTTOM EDGE OF ! / ''> ' ' ' ` � O '> \\j` GRANULAR MATERIAL \\ co (IF ADJACENT TO 3 - #4 HOOPS —\��\��\��\��\\��\� I — _ P.C.C. BASE WITH SLOPE TO DRAIN y\\j THE ADJACENT FOOTING AND NOT CLOSER :• \// :: \\/\\/ :., \ \ (S.E.=30 MIN.) CONCRETE) \\ \\ \ r #4 @ 12" O.C. THAN 18 FROM THE FACE OF FOOTING. IF / // /:''.•``..:. / - PLACEMENT PER \\ \\ :;-' :.:` :..•� :' \\ THIS CONDITION OCCURS THE ADJACENT :. \/\ CONTINUOUS 12" I EXIST. REINFORCEMENT NEATLY CORE INTO EXIST. I INVERT / SOILS REPORT \ \ ':: ' ° "' " . • /\/` FOOTING SHOULD BE DEEPENED OR THE \\j\\j : ' ; ':'::.:.>'' ' :.":'' :.':: \\j\� /.,.:.-;.. / WIDE TOP O F CURB - NO CATCH BASIN AS — — — — — NECESSARY FOR NEW (INV) PER PLAN ,• UTILITY CONSTRUCTED AND THE TRENCH \/\ : "' ' ':\jam\ BACKFILLED AND COMPACTED PER �V/V//V/V/V/ V/V/V/V/V//V//\- SEPARATE POUR CONNECTION LEGEND RECOMMENDATIONS IN THE SOILS REPORT ;o ? ��/%\/%//\�/%/%\ \\\�/%//\��\�/%/%\� �\ i\/�\\/\\'\\- SECTION 2 - #3 REBAR PRIOR TO FOOTING CONSTRUCTION.\//i\//\\��/j - CONTINUOUS BEND EXIST. STEEL REINF. INTO 1 FILTER FABRIC MIRAFI 140N OR APPROVED EQUAL WRAPPED AROUND GRATE. NEW COLLAR AS AVAILABLE ❑2 CAST IRON GRATE NOTE: UNDISTURBED SOIL - BROOKS PRODUCTS 1212 OR EQUAL - 1/2" MAX. SLOT - GALVANIZED FINISH a SEWER AND WATER MIN. HORIZONTAL SEPARATION IS 10 FEET. NOTE: 3 PRE -CAST CONCRETE CATCH BASIN WITH FRAME 0 WATER MINIMUM COVER DEPTH = 36" SEE LANDSCAPE ARCHITECT PLANS FOR - BROOKS PRODUCTS 1212 CB OR EQUAL a SEWER MINIMUM COVER DEPTH = 36 CONTROL JOINT LOCATIONS AND NOTE: USE 3,250 p.s.i., TYPE II/V CONCRETE ® RUBBER SURFACING PER LANDSCAPE ARCHITECT'S PLAN. - SEE PLAN • PLACE MARKING TAPE ON ALL BURIED DETAILS. • USE TYPE II/V P.C.C. CONCRETE PER PIPING OUTSIDE BUILDING FOOTPRINT. SPECS. ❑5 FINISH GRADE PER PLAN BREAK INTO BACK OF EXIST. CATCH BASIN DETAIL CALE:10 SN.T.S. 7 RUBBER SURFACE PLAY AREA SUBDRAIN CALE:SN.T.S. SN.T.S. 4 UTILITY BEDDING 1 24CALE:" CONCRETE STEP -OUT CURB SN.T.S. UNDERGROUND SERVICE ALERT PLANS PREPARED BY: 1 2020-03-24 ° 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL REVIEWED: DETAIL SHEET 7476-2 o CALL: CIVIL ENGINEERIN°tsP r PROFESS/p� ��° S E� CARq`F �`2 GRANT HOWALD PARK REHABILITATION (19P11) 2 2020-04-10 100%BID SET SUBMITTAL coNSULTIr 3 2020 04-28 100% BID SET w m aao0 U 811 999 CORPORATE DR., SUITE 100 LADERA RANCH, CA 92694 1 C-81640 A Exp. 09-30-21 CITY PROJECT MANAGER C-0.02 4 DESIGNED: DRAWN: P TWO WORKING DAYS /2020 5 N.P SrgT ��M-IFO TEC STAFF CITY OF NEWPORT BEACH -5264-S p: 949.463.8822 FOF�p�R BEFORE YOU DIG _ e: tec@civtec.net 10 NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: TEC DATE: 4/24/201 PUBLIC WORKS DEPARTMENT PUBLIC OF 5 51 (UNDERGROUND SERVICE ALER CA all TWO WORKING DAYS BEFORE YOU DIG CASECi "" CF I I DIRT y I USE WHEN SIDEWALK IS LESS THAN 6' WIDE I I + RETAININGmc� + A CURB i + +++++++VARIES �++ + + ++ + ++ + It JOIN EX. + _ 0" CF 4' MIN 6" TYP. T 2% MAX I 4' MINII VARIABLE CF I x I N � FULL HEIGHT CF ��� N 5' MIN z FRONT EDGE 0" CIF OF SIDEWALK aoN ALONG ACCESS 2% MAX �--- ------ RAMP LANDING SLOPE 10% MAX CF BCRFRONT AL 0" OF SIDEWALK EIGHT CF AT CURB A 7CF APP. CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: P. KHARAZMI CURB ACCESS RAMP 181 DATE: 12/20/2018 SHEET 1 OF 3 TOP OF RAMP SEE NOTE 9 -4' MIN 2% MAX TT 5% MIN & 8.3% MAX I TOP OF RAMP AORB 0" CIF r ° IF NECESSARY 4' MIN --- 2% MAX --- 2% MAX --- 0" CF VARIABLE C 5%� 5% MIN & 8.3% MAX VARIABLE �j 0" CF SECTION B -B 00000 FULLJ CASE 'F" I� 4' MIN y RETAINING CURB FULL HEIGHT CF I I WHEEL STOP PER DETAIL a N� I 2% MAX I 4' MIN T 2% MAX Z SEE PLAN PAINT 4" WIDE I I I I 8 RETAINING CURB BLUE STRIPE PAINT 4" `b z_ PAINT 4" STRIPE FRONT EDGE U WHITE STRIPE z OF SIDEWALK � ,y PAINT INTERNATIONAL ONT EDGE SYMBOL OF ACCESSIBILITY m N eOcros SIDEWALK :OF FULL HEIGHT CF a 11 B-703.7.2.1 IN 12V_ x 0' CF 10% MAX6" AT CURB �—�� TYP. CF 0" CF N VARIABLE CF CASE "A" 2% MAX 5% MIN & VARIABLE LOPS ►—�A OR B' RETAINING CURB IF NECESSARY AT 6° TYP 0" CF PROPERTY LINE 4' MIN 0" CF CASE "E" FULL N I~ 2% MAX ~4 4' MIN I I HEIGHT CF I-- VARIABLE I 5% MIN & y 5% MIN & 0" CIF I I I 8.3% MAX z 8.3% MAX I I een FRONT EDGE OF SIDEWALK RETAINING CURB FIAT -- -- `V HEIGHT 10% MAX z OF AT CURB A ORB CIF CASE "B" MIN & l \ FRONT RETAINING CURB C5% g• Typ, 8.3% MAX \ �� EDGE OF _ SDEWA K CASECi "" CF I I DIRT y I USE WHEN SIDEWALK IS LESS THAN 6' WIDE I I + RETAININGmc� + A CURB i + +++++++VARIES �++ + + ++ + ++ + It JOIN EX. + _ 0" CF 4' MIN 6" TYP. T 2% MAX I 4' MINII VARIABLE CF I x I N � FULL HEIGHT CF ��� N 5' MIN z FRONT EDGE 0" CIF OF SIDEWALK aoN ALONG ACCESS 2% MAX �--- ------ RAMP LANDING SLOPE 10% MAX CF BCRFRONT AL 0" OF SIDEWALK EIGHT CF AT CURB A 7CF APP. CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: P. KHARAZMI CURB ACCESS RAMP 181 DATE: 12/20/2018 SHEET 1 OF 3 TOP OF RAMP SEE NOTE 9 -4' MIN 2% MAX TT 5% MIN & 8.3% MAX I TOP OF RAMP RETAINING CURB 0" CIF r ° IF NECESSARY 4' MIN --- 2% MAX --- 2% MAX --- 0" CF VARIABLE C 5%� 5% MIN & 8.3% MAX 5�--- ,M MAX FRONT EDGE OF SIDEWALK 0" CF SECTION B -B 00000 FULLJ CASE 'F" RETAINING CURB HEIGHT CF CASECi "" CF I I DIRT y I USE WHEN SIDEWALK IS LESS THAN 6' WIDE I I + RETAININGmc� + A CURB i + +++++++VARIES �++ + + ++ + ++ + It JOIN EX. + _ 0" CF 4' MIN 6" TYP. T 2% MAX I 4' MINII VARIABLE CF I x I N � FULL HEIGHT CF ��� N 5' MIN z FRONT EDGE 0" CIF OF SIDEWALK aoN ALONG ACCESS 2% MAX �--- ------ RAMP LANDING SLOPE 10% MAX CF BCRFRONT AL 0" OF SIDEWALK EIGHT CF AT CURB A 7CF APP. CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: P. KHARAZMI CURB ACCESS RAMP 181 DATE: 12/20/2018 SHEET 1 OF 3 TOP OF RAMP SEE NOTE 9 -4' MIN 2% MAX TT 5% MIN & 8.3% MAX I TOP OF RAMP RETAINING CURB IF NECESSARY SEE NOTES ,� — 4' MIN 2% MAX --- X01 O T / 5% MIN & 8.3% MAX T SECTION B -B 0" C.F. DEPRESS ENTIRE SIDEWALK AS REQUIRED RETAINING CURB SEE NOTE 9 WHEEL STOP PER DETAIL T 2% MAX Z SEE PLAN 2.3" MIN AND 2.4" MAX CENTER TO CENTER SPACING, TYP. C C O C C C RAISED TRUNCATED DOME PATTERN TOP DIAMETER 0.45" MIN AND 0.47" MAX T_� OBASE DIAMTER 0.9" MIN AND 0.92" MAX RAISED TRUNCATED DOME FRONT EDGE OF SIDEWALK CF 10% MAX J AT CURB CASE "H" 10% MAX AT CURB NOTES: 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. PAY LIMIT BCR/ECR SIDEWALK PAY LIMIT BCR/ECR EG TC/FL DETAIL A CURB RAMP PAY LIMIT 2' GUTTER CURB & GUTTER -2 1 AC PATCH PAY LIMIT APP. CITY ENGINEER RCE DATE NO. I DATE DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWING NO. DRAWN: P. KHARAZMI CURB ACCESS RAMP 181 DATE: 9/16/2019 SHEET 2 OF 3 NOTES 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' WADE, 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 (5.0%). 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. APP. 1 1 — CITY ENGINEER RCE DATE NO. DATE I DESCRIPTION OF REVISIONS CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DRAWIN DRAWN: P. KHARAZMI CURB ACCESS RAMP 181 DATE: 9/16/2019 SHEET 3 OF 3 4 1 CITY OF NEWPORT BEACH STD. DWG. NO. 181 PLANS PREPARED BY: CIVIL l ENGINEERINr CONSULTR 999 CORPORATE DR., SUITE 100 J LADERA RANCH, CA 92694 1 I p: 949.463.8822 e: tec@civtec.net 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL 2 2020-04-10 100% BID SET SUBMITTAL 3 2020-04-28 100% BID SET 4 /2020 5 10 NO. DATE DESCRIPTION OF REVISIONS APPROVED SCALE: N.T.S. m 6 1 O PROFESS/ONq` CAR�F w m fkf C-81640 m ,,,Exp. 09-30-21 STgT CIV0. Nip F OF CALIFOR PAINT 4" WIDE WHITE STRIPES PER STD. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 9' TYP. (PER PLAN) PARKING STALL STRIPING LEGEND: NOTES: lC #5 REBAR WITH 2'-0" EMBEDDED INTO OA EPDXY WHEELSTOP TO PAVING ASPHALT. O#3 REBAR OTOP OF ASPHALT. 4C NATURAL GRAY PRECAST CONCRETE WHEELSTOP. WHEEL STOP TRUNCATED DOMES INSTALL ADA PARKING - WAUSAUTILE STANDARD STALL SIGNS PER TEXTURE ADA -3, LANDSCAPE STANDARD COLOR U3008 ARCHITECT DRAWINGS - WHERE SHOWN ON PLAN 4' MIN. - WIDTH PER PLAN a I \\ / Ot O \ / Oo0o0 \ 000 o00 \ 6"C.F. / 0000000 \ �41 N CURB RAMP PER PLAN SCALE: N.T.S. SCALE: N.T.S. PAINT "NO PARKING" IN 5' MIN. TO 8' WHITE LETTERS 12" HIGH PER CBC SEC. 11 B-502.3.3 9' MIN. MIN. FOR VAN 9' MIN. - SEE PLAN - SEE PLAN - SEE PLAN ADA (REGULAR AND VAN) PARKING STALL SCALE: N.T.S. REVIEWED: 7476-2 DETAIL SHEET / V GRANT HOWALD PARK REHABILITATION (19P11) C-0.03 CITY PROJECT MANAGER DESIGNED:DRAWN:DRAWN STAFF CITY OF NEWPORT BEACH P -5264-S CHECKED: DATE: PUBLIC WORKS DEPARTMENT TEC 4/24/20 SHEET 6 OF 51 X01 O c' 0" C.F. WHEEL STOP PER DETAIL THIS SHEET Z SEE PLAN PAINT 4" WIDE BLUE STRIPE PAINT 4" `b WIDE BLUE PAINT 4" STRIPE WHITE STRIPE TYP. PAINT INTERNATIONAL SYMBOL OF ACCESSIBILITY VAN N MIN. 36"x36" PER CBC SEC. 11 B-502.6.4.1 AND 11 B-703.7.2.1 IN 12V_ SCALE: N.T.S. SCALE: N.T.S. PAINT "NO PARKING" IN 5' MIN. TO 8' WHITE LETTERS 12" HIGH PER CBC SEC. 11 B-502.3.3 9' MIN. MIN. FOR VAN 9' MIN. - SEE PLAN - SEE PLAN - SEE PLAN ADA (REGULAR AND VAN) PARKING STALL SCALE: N.T.S. REVIEWED: 7476-2 DETAIL SHEET / V GRANT HOWALD PARK REHABILITATION (19P11) C-0.03 CITY PROJECT MANAGER DESIGNED:DRAWN:DRAWN STAFF CITY OF NEWPORT BEACH P -5264-S CHECKED: DATE: PUBLIC WORKS DEPARTMENT TEC 4/24/20 SHEET 6 OF 51 CONSTRUCTION NOTES GENERAL CONSTRUCTION NOTES CONSTRUCT 3" A.C./4" A.B. PAVEMENT FOR PARKING STALLS - CONFIRM SECTION WITH SOILS ENGINEER 1 B CONSTRUCT 3" A.C./6" A.B. PAVEMENT FOR DRIVE AISLES - CONFIRM SECTION WITH SOILS ENGINEER O CONSTRUCT TYPE A CURB & GUTTER PER CITY OF NEWPORT BEACH DWG. STD -182-L - C.F. PER PLAN O CONSTRUCT TYPE B CURB PER CITY OF NEWPORT BEACH DWG. STD -182 - C.F. PER PLAN ® CONSTRUCT CONCRETE ROLLED CURB PER CITY OF NEWPORT BEACH DWG. STD -183 - C.F. PER PLAN O5 APPLY 2 COATS OF ASPHALT EMULSION SEALCOAT PER SSPWC SECTION 203-9 AND SPECIAL PROVISIONS © CONSTRUCT CONCRETE 24" STEP OUT CURB PER DETAIL 1, SHEET C-0.02 O7 CONSTRUCT CURB RAMP PER CITY OF NEWPORT BEACH DWG. STD. DWG. NO. 181, CASE PER PLAN - SEE DETAIL 4, SHEET C-0.03 - MODIFY TO 6 -INCHES THICK CONCRETE FOR VEHICULAR LOADING ® CONSTRUCT CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS O CONSTRUCT PLAYGROUND SURFACE PER LANDSCAPE ARCHITECT PLANS 10 PROTECT IN PLACE 11 CONSTRUCT 0" TO 6" CURB FACE TRANSITION PER DETAIL 9, SHEET C-0.02 12 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY OF NEWPORT BEACH DWG. STD. -160-3-A, MODIFY PER PLAN 13 CONSTRUCT FULL -DEPTH A.C. PAVING PER DETAIL 2, SHEET C-0.02 14 ADJUST MANHOLE/UTILITY BOX/VAULT TO GRADE 15 COMPLETE CROSS GUTTER PER CITY OF NEWPORT BEACH DWG. STD. -185-L, MODIFY PER PLAN 16 CONSTRUCT SIDEWALK PER CITY OF NEWPORT BEACH DWG. STD -180 5.9 LlP 35.55 TC 35.03) FL 35.16) LI�j��' -b + I RIM 3N ,moi, --4- v %,r ��—X25.10 6 "�hfA�ER ASPHAL T SSMH 12" (7 (118.83) INV Ss I OCASE "H" STORM DRAIN CONSTRUCTION NOTES 30 CONSTRUCT ATRIUM DRAIN PER DETAIL 3, SHEET C-0.02 31 CONSTRUCT 4" PVC, SCH 40, STORM DRAIN PIPE, BEDDING PER DETAIL 4, SHEET C-0.02 32 CONSTRUCT 6" PVC, SCH 40, STORM DRAIN PIPE, BEDDING PER DETAIL 4, SHEET C-0.02 33 CONSTRUCT 8" PVC, SCH 40, STORM DRAIN PIPE, BEDDING PER DETAIL 4, SHEET C-0.02 34 CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 5, SHEET C-0.02 35 CONSTRUCT SUBDRAIN PER DETAIL 6, SHEET C-0.02 36 CONNECT SUBDRAIN TO PVC STORM DRAIN LINE 37 NOT USED 38 CONSTRUCT RUBBER PLAY AREA SUBDRAIN PER DETAIL 7, SHEET C-0.02 39 CONSTRUCT SAND PLAY AREA SUBDRAIN PER DETAIL 8, SHEET C-0.02 40 CONNECT TO EXIST. CATCH BASIN PER DETAIL 10, SHEET C-0.02 41 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF NEWPORT BEACH DWG. STD -184-L - MOD. FOR OUTLET PER PLAN ------------ - -- ---- -TYP. WATER CONSTRUCTION NOTES 50 CONNECT TO EXISTING WATER LINE 51 CONSTRUCT 1/2" PVC, SCH 40, WATER LINE, BEDDING PER DETAIL 4, SHEET C-0.02 52 CONNECT TO DRINKING FOUNTAIN - SEE LANDSCAPE ARCHITECT PLANS 53 CONSTRUCT 2" PVC, SCH 40, WATER LINE, BEDDING PER DETAIL 4, SHEET C-0.02 54 RELOCATE EXIST. 2" BACKFLOW PREVENTOR AND CAGE. REPAINT CAGE PER DIRECTION OF CITY OF NEWPORT BEACH AND INSTALL CAGE AND BACKFLOW PREVENTOR OR CONC. PAD PER CITY OF NEWPORT BEACH DWG. STD. -520 -L-A \WALL PER LANDSCAPE ARCHITECT'S PLANS PLANS PREPARED BY: CIVIL l ENGINEERINr CONSULTIt 999 CORPORATE DR., SUITE 100 f LADERA RANCH, CA 92694 I t /2020 p: 949.463.8822 e: tec@civtec.net 10 SCALE: 1 "=20' 0 10 20 40 LIMIT OF WORK LANDSCAPE ARCHITECT PLANS -TYP. * NOTE TO CONTRACTOR: CONTRACTOR TO VERIFY ELEVATION PRIOR TO CONSTRUCTION AND NOTIFY CIVIL ENGINEER IMMEDIATELY OF ANY DISCREPANCY. NOTE TO CONTRACTOR: LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK AND PROTECT THEM IN PLACE AS REQUIRED. NOTE TO CONTRACTOR: ALL GRADING AND EARTHWORK IS TO BE DONE IN ACCORDANCE WITH THE EARTHWORK SPECIFICATION AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. —1.01 FIFTH AVE IN Ii■ V 32.66 TC 30.85 TC 35.09 TW 29.09 TF 28.64 INV (28.6#) FL 41 3"x9" RECT. OUTLET 3Y13) - 2 EA. FG 130.8 7w! • � /moi 31.Ot FIG 11-3 3 33TW 30,95 FG 31.0 FS 29.67 TF PAD / _ I...���I 7n 7 FIG • P36 28 1 32.33 f- 12-q • yl—. "\ ' w b �q -1 �l ■. 27.2 TGj� Egg [Monona L Na, a.viii Egiriiioll 'S z Room R SCALE: I" = 10' �0'_A WATER CONSTRUCTION NOTES 50 CONNECT TO EXISTING WATER LINE 51 CONSTRUCT 1/2" PVC, SCH 40, WATER LINE, BEDDING PER DETAIL 4, SHEET C-0.02 52 CONNECT TO DRINKING FOUNTAIN - SEE LANDSCAPE ARCHITECT PLANS 53 CONSTRUCT 2" PVC, SCH 40, WATER LINE, BEDDING PER DETAIL 4, SHEET C-0.02 54 RELOCATE EXIST. 2" BACKFLOW PREVENTOR AND CAGE. REPAINT CAGE PER DIRECTION OF CITY OF NEWPORT BEACH AND INSTALL CAGE AND BACKFLOW PREVENTOR OR CONC. PAD PER CITY OF NEWPORT BEACH DWG. STD. -520 -L-A \WALL PER LANDSCAPE ARCHITECT'S PLANS PLANS PREPARED BY: CIVIL l ENGINEERINr CONSULTIt 999 CORPORATE DR., SUITE 100 f LADERA RANCH, CA 92694 I t /2020 p: 949.463.8822 e: tec@civtec.net 10 SCALE: 1 "=20' 0 10 20 40 LIMIT OF WORK LANDSCAPE ARCHITECT PLANS -TYP. * NOTE TO CONTRACTOR: CONTRACTOR TO VERIFY ELEVATION PRIOR TO CONSTRUCTION AND NOTIFY CIVIL ENGINEER IMMEDIATELY OF ANY DISCREPANCY. NOTE TO CONTRACTOR: LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK AND PROTECT THEM IN PLACE AS REQUIRED. NOTE TO CONTRACTOR: ALL GRADING AND EARTHWORK IS TO BE DONE IN ACCORDANCE WITH THE EARTHWORK SPECIFICATION AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. —1.01 FIFTH AVE IN Ii■ V 32.66 TC 30.85 TC 35.09 TW 29.09 TF 28.64 INV (28.6#) FL 41 3"x9" RECT. OUTLET 3Y13) - 2 EA. CONSTRUCTION NOTES © GENERAL CONSTRUCTION NOTES 36 STORM DRAIN CONSTRUCTION NOTES @7 WATER CONSTRUCTION NOTES 1� CONSTRUCT 3" A.C./4" A.B. PAVEMENT FOR PARKING STALLS - CONFIRM SECTION WITH SOILS ENGINEER 30 CONSTRUCT ATRIUM DRAIN PER DETAIL 3, SHEET C-0.02 50 CONNECT TO EXISTING WATER LINE 1 B CONSTRUCT 3" A.C./b" A.B. PAVEMENT FOR DRIVE AISLES -CONFIRM SECTION WITH SOILS ENGINEER 31 CONSTRUCT 4" PVC, SCH 40, STORM DRAIN PIPE, BEDDING PER DETAIL 4, SHEET C-0.02 51 CONSTRUCT 1/2" PVC, SCH 40, WATER LINE, BEDDING PER DETAIL 4, SHEET C-0.02 O CONSTRUCT TYPE A CURB & GUTTER PER CITY OF NEWPORT BEACH DWG. STD -182-L - C.F. PER PLAN 32 CONSTRUCT 6" PVC, SCH 40, STORM DRAIN PIPE, BEDDING PER DETAIL 4, SHEET C-0.02 52 CONNECT TO DRINKING FOUNTAIN - SEE LANDSCAPE ARCHITECT PLANS O CONSTRUCT TYPE B CURB PER CITY OF NEWPORT BEACH DWG. STD -182 - C.F. PER PLAN 33 CONSTRUCT 8" PVC, SCH 40, STORM DRAIN PIPE, BEDDING PER DETAIL 4, SHEET C-0.02 53 CONSTRUCT 2" PVC, SCH 40, WATER LINE, BEDDING PER DETAIL 4, SHEET C-0.02 ® CONSTRUCT CONCRETE ROLLED CURB PER CITY OF NEWPORT BEACH DWG. STD -183 - C.F. PER PLAN 34 CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL 5, SHEET C-0.02 54 RELOCATE EXIST. 2" BACKFLOW PREVENTOR AND CAGE. REPAINT CAGE PER DIRECTION OF CITY OF NEWPORT @5 APPLY 2 COATS OF ASPHALT EMULSION SEALCOAT PER SSPWC SECTION 203-9 AND SPECIAL PROVISIONS 35 CONSTRUCT SUBDRAIN PER DETAIL 6, SHEET C-0.02 BEACH AND INSTALL CAGE AND BACKFLOW PREVENTOR OR CONC. PAD PER CITY OF NEWPORT BEACH DWG. STD. -520 -L-A © CONSTRUCT CONCRETE 24" STEP OUT CURB PER DETAIL 1, SHEET C-0.02 36 CONNECT SUBDRAIN TO PVC STORM DRAIN LINE @7 CONSTRUCT CURB RAMP PER CITY OF NEWPORT BEACH DWG. STD. DWG. NO. 181, CASE PER PLAN - 37 NOT USED TOS =- SEE DETAIL 4, SHEET C-0.03 - MODIFY TO 6 -INCHES THICK CONCRETE FOR VEHICULAR LOADING TW =_ TOP OF WALL CONSTRUCT RUBBER PLAY AREA SUBDRAIN PER DETAIL 7, SHEET C-0.02 @38 8 CONSTRUCT CONCRETE SURFACE PER LANDSCAPE ARCHITECT PLANS 39 CONSTRUCT SAND PLAY AREA SUBDRAIN PER DETAIL 8 SHEET C-0.02 O CONSTRUCT PLAYGROUND SURFACE PER LANDSCAPE ARCHITECT PLANS PROTECT IN PLACE 40 CONNECT TO EXIST. CATCH BASIN PER DETAIL 10, SHEET C-0.02 10 r 41 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF NEWPORT BEACH DWG. STD -184-L / `D 11 CONSTRUCT 0 TO 6 CURB FACE TRANSITION PER DETAIL 9, SHEET C-0.02 - MOD. FOR OUTLET PER PLAN 12 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY OF NEWPORT BEACH DWG. STD. -160-3-A, MODIFY PER PLAN _ 13 CONSTRUCT FULL -DEPTH A.C. PAVING PER DETAIL 2, SHEET C-0.02 136.1 �% 13 9 ' TREE J I ( / EXIST. UTILITIES 14 ADJUST MANHOLE/UTILITY BOX/VAULT TO GRADE (136. �6) �� �0 - PROTECT IN PLACE 15 COMPLETE CROSS GUTTER PER CITY OF NEWPORT BEACH DWG. STD. -185-L, MODIFY PER PLAN U N ✓ �- r Z , \ 0+ � O JOIN (36.46) FS 14 ELECT. P.B. ,LIGHT J 1 .� i (1 6.30 G ,,� 36. 16 CONSTRUCT SIDEWALK PER CITY OF NEWPORT BEACH DWG. STD -180 o f\ (1J UO JOIN QS (36.4#) FS �' �'� ♦ F LIMITS OF GRADING ' - ,-tt ) + 36.30 FS N.I. 34) 10 TREE N.I.C. (1 Jn• UJ/ �• c _ UNDERGROUND SERVICE ALER CA U all TWO WORKING DAYS BEFORE YOU DIG *** NOTE TO CONTRACTOR: CHECK THAT PLAY EQUIPMENT FOOTINGS IN TOT LOT DO NOT INTERFERE WITH CATCH BASINS AND STORM DRAIN PIPE PRIOR TO CONSTRUCTION. LEGEND (PLAYGROUND FS =- FINISH SURFACE INV =_ PIPE INVERT TG =- TOP OF GRATE TOC =- TOP OF CONCRETE TOS =- TOP OF SUBGRADE TW =_ TOP OF WALL NOTE TO CONTRACTOR: ALL GRADING AND EARTHWORK IS TO BE DONE IN ACCORDANCE WITH THE EARTHWORK SPECIFICATION AND AS DIRECTED BY THE GEOTECHNICAL ENGINEER. LIMITS OF GRADIN - PROTECT IN PLACE * NOTE TO CONTRACTOR: CONTRACTOR TO VERIFY ELEVATION PRIOR TO CONSTRUCTION AND NOTIFY CIVIL ENGINEER IMMEDIATELY OF ANY DISCREPANCY. NOTE TO CONTRACTOR: LOCATE ALL EXISTING UTILITIES AS A FIRST ITEM OF WORK AND PROTECT THEM IN PLACE AS REQUIRED. -x-(13 .65) (132.78 I I " v.- 3 .43) 10 TR / ,< S.D.C.O. LIMIT OF WORK PER (134.08) 4 \ N.I C. l0 CAPE ARCHITECT � 31.63) +(13 ) PLANS -TYP. 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J 4. 4 + ^� -I- / JOIN -(13` PF _ (136.28 LIMIT OF WORK PER (35.14) FS • 40) I U LANDSCAPE ARCHITECT PLA -.77 f ~ T PNS l � � (1 .54) (135. 2) 0" TREE (135,05) COLO o \ \ 0 03) (1 .07) LIP (134.99 / ('� 4• (1 .95) SP ED ByP ICV (14 . DO 4A 133.9 '. 85 ■ TC S (134.95 U / o m (� OL UM � 73 C ' 25 16) 3 9) TC (1342) FL ■ (13 3) LIP ' / I O PULL 7 BOX @UTIL. 10 � I „ (135.68 --- 6) 10 SIGN / - � - J I - - � 31.6 FG AL i- M 31.53 FG I LIMITS OF GRADING' (135.06) 20"31.7 T PAD FS TREE * 31.7± BOW co 330 '1 .15),W"„ • * 31.4± BOW I / \ NJ -}- 130.35) I 31.4 FG PROP. TRANSFORMER , - FINAL LOCATION, PAD ELEVATION AND .30) 31.45 FG I AROUND PAD IS OR BE ING WFIELD VERIFIED BY S.C.E. FL /I'PRIOR TO FINAL CONSTRUCTION (1 .8 29.39) TC I X1.8 129.01) FL / UTIL 89, 34.60 FS 26` N 29.37 TOC 29.70 FS 29.37 TOC 30 33 TG 25.45 I N V 39.0 31 II O z l 34.57 TOC -8 �. .o S.D.0 O.14 I 28.53 TOS 28.4 TOS - 29.88 FS 33.5 TOS 33.73 � 33.73 3632.6 INV 1. TOS 34.95 TC LL I 29.37 TOC 33 TOS 13 134. TREE 33 27.6 IN VV LL 34.73 FS � `� � 34.71 FS 1 1 3• / 28.4 TOS 29.28 TG 1' y.(34.9±) FS 1 ° (31.1 F 9.5 TG J. 29.28 TG 38 31 -� - 1 3028.0 INV 26.3 INV 8" 38 27.6 INV 25.95 INV 8" Iliiil WALE 1 3. 0 31 E 28.47 TOC I 39 29.37 TOC { 7) C x110 (33.99) FG 34.0 FG G1 + A 29.85 FS 29.83 FS �, 28 4 TOS 28.53 TOS I J 30 26.35 NV II LUM \\' 33.42 FS 27.5 INV 4" 36 29.83 FS 72 9 / IV'� 7 28.80 FS \�L f� 26.1 INV 8 G� 38 �w 28.38 TG i (35.07) FS �w 34.95 TC ( P 32.0 FG AL L,31.9 31.9 FG )2 25.55 I N V 4FS \ I (34.95 FS �J� 33.33 FS I ( 1 / 31 29.5 TG 30 30.3 ff (34.9_) FS �0' �� , +('9 28.1 !NVQ IIIIII �1IIII (132. l \ 1 0. i" " TREE 3 ZEE F 10 28.47 TOC r\'�� 0 LI 32.12 FS 129. TREE 10 10 2 (7.98) G » r C (29.81) FG (9 O6) FG 2 28.38 TG I o �.� I �� 11/Q I J. �y) 1 29.5 TG " TktC \ 3825.6 INV / / m 2' 6' `38 � 131.7 TG 31.9 O� l 9 -� 31 28.0 INV 30 2 U6 L X 9. 6 ) 31 7.56) 111111111me 0 35.09 FF . 35.12 Fs1 `� � 13 .56) 3029.0 INV l FG/ „ C9 / 2 / 130 8 29.05 FS � y/ 28.47 TOS 35.07 B (� 31.9 R B /�, 31.98 FS „ + 30 28.1 INV /� o TR 26 7 INV 7 / PLANS TYP. I 33 N I� Baa 38 I TOP OF SLOPE I MIN. (11 1) / (117.9 1 / 6 )11L / D 111 A4t- l . 96 PC l S ( 29.84 FS 4 Q 3:1 MAX. Ap29.37 / 120• / / / TOC 28.53' 31 TREE 26. (26.76) FG 1 ° / - 8 TG 25.3 INV 30 / LIMITS OF GRADING BXSL 0 71 35.08 FS " � � / \ \ CO UMN , J �- \\ 131 1 F 37) f 31.55 FS ,�' 9 %(��7. '�\ 35.19 FF � IOTREE ( 9 ^ ^ 7 / 1 ♦ N.I.C. oo 35.17 FS (31.95) FG 31.1 TG 13,6�.�9 T 29.0 FG S 3 JOIN ��� 30 28.5 INV ( 499 31.47 FS • 43 TREE R 29.10 FS 35.19 FF (35.15) FS , L�• t. \ O x. 52) �'0� MN \ (1 .39) l 10 (28.43) FG fs\o , 35.17 FS Om / 12 .48 /�� .0 2 �" O ��� \ 31.25 FS o I.C. � 10 TREE D.F. 5 �j m JOIN (29.81) FG E +(^ © 890 26.8 TG 31 47 (31.38). S EXIST. UTILITIES JOIN MN_ 30 9.7 TG 30.00 FS �c�4 25.8 INV -PROTECT IN PLACE 10 / (35.17) FS � �� \ �\ 28.5 INV \ 31.35 FS I l z- 1) 7 �e ' TRE \ // 1� TREE \ ` \ ` ` ��� . 34 $ •e9 1 , o (27., 4) FG J ( 49) C�L�' �lV \ ( (29.90 FS \ HP 1-1 � y 31.4 FG � � ��. 2 E q TREE X89 O 10 EXIST. UTILITIES `� O . 43) COQ WN \ ' �ti (28.11) O \ N O- PROTECT IN PLACE O � O � g.,3 L 29.00 FS OOR 20" 32)� / (131.6 7) FF / WIND 87 WIDE // (2 .27) (127. ) 14 29.05 FS 0 131.59) BLDL (6) COLUMN y' (131.9 EOC @(27.7) 0 TREE Z/ \ \ ( / TREE 27.7 F ' 1 2" 51 (28.9) FG 10 ( ) G WIND 87" WIDE X31 4 > WATER@ LIMITS OF GRADING G 'DOOR �� '/' ' 1 ) E �127.0/ EXISTING BUILDING 7 PA 50 CONNECT DRINKING FTN. FF / / 131.33 EOC OS� SUPPLY LINE TO EXIST. „ OUTSIDE SINK SUPPLY LINE 0 //// // (12 4 TREE LIMIT OF WORK PER N.I.C. WIND 87" WIDE V, //' �qJ .I.0 LANDSCAPE ARCHITECT E C ICV PLANS ,R S� �. 126. 3) 12 KL (139.74) BLDL X61 //,' / (1 EO TREE / / TREE 1 ° (27.7) FG /^\ (3) COLO '� /// (131.01) I 131.3 EOC \ z5 ' T E Og BLD@ C / �� 27. �) (1 ) (131.32) EO '' /' / 10" TR WO '// , (126.65) SCALE: I"=10' 0 5 10 20 / 10 28.44 T / / '_28-13) FL / 7.25) TICcb 12 26 92 FL - - PLANS PREPARED BY: 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL pFEss/p 4 PB --- -- 6 __ T R -- --- --- -- � - ------ ---- -- -_ CIVIL 2 2020-04-10 100% BID SET SUBMITTAL �°PS E• Cq,Q��Fy '125.64) F CV ENGINEERINr ° LII I l , 3 2020-04-28 100% BID SET 125.62) I _ _ _ _ _� - - C CONSULTR C-81640 A _ ' 4 Exp. 09-30-21 125.66 I rr _ - - - 999 CORPORATE DR., SUITE 100 j _ LADERA RANCH, CA 92694 1 1 /2020 5 sl,, clvly �P / -I- - p: 949.463.8822 _ TfOF' CAiUFS 0 TC �\ I e: tec@civtec.net 10 NO. DATE DESCRIPTION OF REVISIONS APPROVED REVIEWED: � / / / (118.92) FL \ I�l TO BE TREE (119.13) LIP REMOVED / + 3:1 MAX. 12V 8k FEE k EXIST. TREE TO BE 28.38 TG RELOCATED PER 80 FS 26.5 INV 38 / / LANDSCAPE ARCHITECT PLANS a TR L 28.89 FS / TREE / TREE (26.00) FG 10 // 12„ E (12 .9 0 ,'6.65) 20 T �� / UD / / f LIMITS OF GRADING a / t�� ■ Q) E 5 4) 6 T� l ICV 131.12) 6 TR `�/ �, � JOIN (28.8#) FS N.I.C. / i�lj 7 �► >rt�i• i �r�. ;,���, �� I., 1 Z CITY PROJECT MANAGER DESIGNED: DRAWN: TEC STAFF CHECKED: DATE: TEC 4/24/20 PRECISE GRADING PLAN GRANT HOWALD PARK REHABILITATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 7476-2 (19P11) C-1.02 P -5Q264 -S SHEET U OF 51 CONSTRUCTION SANDBAGS (GRAVEL BAGS): EROSION AND SEDIMENT CONTROL GENERAL NOTES STORMWATER MITIGATION MEASURES BMPs THE FOLLOWING BMP'S AS OUTLINED IN, BUT NOT LIMITED TO, THE BEST MANAGEMENT PRACTICE HANDBOOK. CALIFORNIA STORMWATER QUALITY TASK FORCE. SACRAMENTO. CALIFORNIA 2015, OR THE LATEST REVISED EDITION, APPLY DURING THE CONSTRUCTION OF THIS PROJECT. (ADDITIONAL MEASURES MAY BE REQUIRED IF DEEMED APPROPRIATE BY CITY INSPECTORS) NS -1 WATER CONSERVATION PRACTICES* NS -2 DEWATERING OPERATIONS NS -3 PAVING OPERATIONS * NS -7 POTABLE WATER/IRRIGATION WM-1 MATERIAL DELIVERY AND STORAGE WM-2 MATERIAL USE * WM-3 STOCKPILE MANAGEMENT WM-4 SPILL PREVENTION AND CONTROL WM-5 SOLID WASTE MANAGEMENT * WM-6 HAZARDOUS WASTE MANAGEMENT WM-7 CONTAMINATED SOIL MANAGEMENT WM-8 CONCRETE WASTE MANAGEMENT * WM-9 SANITARY -SEPTIC WASTE MANAGEMENT * NS -8 VEHICLE AND EQUIPMENT CLEANING NS -9 VEHICLE AND EQUIPMENT FUELING * NS -10 VEHICLE AND EQUIPMENT MAINTENANCE * NS -12 CONCRETE CURING NS -13 CONCRETE FINISHING WE -1 WIND EROSION CONTROL TC -1 STABILIZED CONSTRUCTION ENTRANCE TC -3 ENTRANCE OUTLET TIRE WASH SE -1 SILT FENCE SE -4 CHECK DAMS SE -5 FIBER ROLLS SE -6 GRAVEL BAG BERM SE -7 STREET SWEEPING AND VACUUMING SE -9 STRAW BALE BARRIERS SE -10 STORM DRAIN INLET PROTECTION EC -1 SCHEDULING EC -2 PRESERVATION OF EXISTING VEGETATION EC -5 SOIL BINDERS NOTE: * LOCATIONS TO BE DETERMINED BY CONTRACTOR AND APPROVED BY CITY INSPECTOR NOTE TO CONTRACTOR: CONTRACTOR SHALL COMPLY WITH THE APPROVED STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND SHALL MAINTAIN A COPY ONSITE AT ALL TIMES. 1. GENERAL: SANDBAG SHALL INCLUDE PROVIDING ALL LABOR, MATERIALS, AND EQUIPMENT TO FABRICATE AND INSTALL SANDBAGS AS REQUIRED TO FACILITATE THE CONTROL OF EROSION. 2. LOCATION: SANDBAGS SHALL BE PLACED PER PLAN, AND IN LOCATIONS SPECIFIED BY THE CITY, AND IN LOCATIONS DEEMED NECESSARY BY THE CONTRACTOR. 3. FABRICATION: SANDBAGS SHALL BE FABRICATED USING FACTORY SEWN OR SEALED BAGS OF WOVEN POLYPROPYLENE, TREATED TO RESIST DEGRADATION BY ULTRAVIOLET LIGHT AND HAVING SUFFICIENT RESISTANCE TO TEARING TO ALLOW RELOCATION OF BAGS WITHIN SIX MONTHS OF INITIAL PLACEMENT WITH A LOSS OF NOT MORE THAN FIVE PERCENT OF THE BAGS. THE BAGS SHALL BE FILLED WITH SUBROUNDED TO ROUNDED GRAVEL LESS THAN 3/4 -INCH IN DIAMETER, WITH LESS THAN FIVE PERCENT OF MATERIAL PASSING A NO. 30 SIEVE. THE FILLED BAGS SHALL HAVE THE OPEN ENDS SECURELY FASTENED PRIOR TO DELIVERY TO THE SITE. 4. INSTALLATION: SANDBAGS SHALL BE INSTALLED IN A SIDE BY SIDE MANNER TO ENTRAP SILT AND MUD, AND TO DIVERT THE FLOW OF WATER. NOTWITHSTANDING THE OTHER REQUIREMENTS OF THIS SPECIFICATION, FAILURE OF THE BAGS TO PERFORM THIS FUNCTION SHALL BE REASON TO REJECT THEIR INSTALLATION. SANDBAGS SHALL BE INSTALLED WITH THE WIDEST FACE AGAINST THE GROUND SURFACE OR THE UNDERLYING COURSE OF BAGS, AND PRESSED IN PLACE TO CONFORM TO THE UNDERLYING SURFACE. THE BAGS SHALL BE PLACED WITH THE TIED ENDS IN THE "UPHILL" OR "UPSTREAM" DIRECTION, BEGINNING AT THE LOWEST OR MOST DOWNSTREAM BAG, TIED ENDS WILL BE TUCKED UNDER BAG. SUBSEQUENT BAGS WITHIN ONE COURSE OF BAGS SHALL BE PLACED SO AS TO REST UPON THE TIED END OF THE PREVIOUSLY PLACED BAG, WITH NOT LESS THAN 10 PERCENT OF THE BAG IN CONTACT WITH THE PREVIOUS BAG, AND NOT MORE THAN 20 PERCENT IN CONTACT. SUBSEQUENT COURSES OF BAGS SHALL BE PLACED AS DESCRIBED PREVIOUSLY, WITH THE MID -POINT OF THE BAGS STRADDLING THE JOINTS OF BAGS IN THE UNDERLYING ROW. CONSTRUCTION OF A SANDBAG BERM PERPENDICULAR TO THE DIRECTION OF FLOW SHALL INCORPORATE BAGS PLACED IN A "PYRAMID" CONFIGURATION, WITH ALL INDIVIDUAL BAGS ORIENTED PERPENDICULAR TO THE DIRECTION OF FLOW. THE BERM SHALL BE CONSTRUCTED WITH A SPECIFIED NUMBER OF ROWS AT THE BOTTOM (IN CONTACT WITH THE GROUND), WITH SUCCESSIVELY FEWER ROWS IN EACH OVERLYING COURSE. THE UPSTREAM AND DOWNSTREAM FACES OF THE BERM SHALL BE NO STEEPER THAN 1-1/2 FEET HORIZONTAL TO 1 VERTICAL. DAMAGE WHICH COULD FORESEEBLY BE PREVENTED BY PROPER SANDBAG INSTALLATION SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE EROSION CONTROL PLANS, THE PROJECT'S STORM WATER POLLUTION PREVENTION PLAN (SWPPP), AND THE RECOMMENDATIONS OF SOILS REPORT. 2. EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 40%. 3. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL DEVICES AT ALL TIME. 4. CONTROLS SHALL BE SET UP AND MAINTAINED AS CONSTRUCTION PROCEEDS. ADJUSTMENTS TO THE EROSION CONTROL PLANS ARE ALLOWABLE AS REQUIRED AND APPROVED BY CITY. 5. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL IMPLEMENT STRUCTURAL AND NONSTRUCTURAL BEST MANAGEMENT PRACTICES (BMP) IN CONFORMANCE WITH THE GUIDELINES OF THE CALIFORNIA STORM WATER BMP HANDBOOKS. 6. AFTER A RAINSTORM, ALL SEDIMENT AND DEBRIS SHALL BE REMOVED FROM STREETS, CHECK BERMS AND DESILTING BASINS. ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL BE IMMEDIATELY REPAIRED. INSPECT CATCH BASINS FOR SAND BAGS THAT MAY HAVE FALLEN IN AND BLOCKED DRAINAGE. 7. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATED A HAZARDOUS CONDITION. 8. AFTER CONSTRUCTION, INSPECT CATCH BASINS TO INSURE BMPs HAVE NOT FALLEN IN AND CLEAN OUT ANY CONSTRUCTION -RELATED DEBRIS. ��r TC -11 STABILIZED CONSTRUCTION ENTRANCE PLANS PREPARED BY: CIVIL l ENGINEERINr CONSULTP 999 CORPORATE DR., SUITE 100 f LADERA RANCH, CA 92694 I 1 /2020 p: 949.463.8822 e: tec@civtec.net 10 NOTE: PLACE 4" PVC DRAIN PIPE IN EXISTING GUTTER FLOWLINE WITH A.C. RAMP AT DRIVEWAYS IF STREET CURB & GUTTER DRAINAGE FLOW IS BLOCKED. NOTE: A RUMBLE RACK IS REQUIRED AT BOTH ENTRANCES TO THE SITE UNTIL THE ASPHALT HAS BEEN INSTALLED. NOTE: CONTRACTOR SHALL REPAIR ALL DAMAGED CURB & GUTTER IN PUBLIC RIGHT-OF-WAY TO THE SATISFACTION OF THE CITY PRIOR TO PROJECT CLOSE-OUT. SCALE: 1 "=30' 0 15 30 60 SCALE: N.T.S. 3" MIN. OPENING BETWEEN BAGS AT TOP ROW A 2 BAGS HIGH SECTION A -A SE -81 GRAVEL BAG DETAILS EROSION CONSTRUCTION NOTES: 90 INSTALL GRAVEL BAGS (SE -8) 91 INSTALL CHAIN LINK CONSTRUCTION FENCE (WITH WINDSCREEN) - EXACT LOCATION TO BE APPROVED BY THE CITY SCALE: N.T.S. 92 INSTALL GRAVEL BAGS AROUND AND FILTER FABRIC OVER CATCH BASIN (SE -10) LEGEND GRAVEL BAGS (SE -8) CONSTRUCTION FENCE (W/WINDSCREEN) ® FILTER FABRIC OVER C.B. (SE -10) HORIZONTAL AND VERTICAL CONTROL DATUM: COORDINATES/ BASIS OF BEARINGS: TTHE BEARINGS SHOWN HEREON ARE BASED ON THE AZIMUTH BETWEEN O.C.S. HORIZONTAL CONTROL STATION GPS NO. 6291 AND STATION GPS NO. 6293 BEING 278046'17" (REC.), 278°46'18" (MEAS.) PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. BENCHMARK: ORANGE COUNTY SURVEYOR BENCHMARK 3K-29-68 ELEVATION = 84.166' [NAVD 88] 1. CONTRACTOR SHALL REFERENCE ARCHITECTURAL AND/OR LANDSCAPE PLANS FOR ADDITIONAL HARDSCAPE REQUIREMENTS AND DETAILS. 2. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING LANDSCAPE AND HARDSCAPE IMPROVEMENTS AS NECESSARY TO CONSTRUCT IMPROVEMENTS SHOWN HEREON. 3. ALL SIDEWALKS, CURB RETURNS, AND ACCESS POINTS SHALL MEET TITLE 24 AND AMERICANS WITH DISABILITIES ACT (ADA) REQUIREMENTS. NOTE TO CONTRACTOR: A. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING COMPLETE, TIMELY AND ACCURATE FIELD LAYOUT OF THE PROPOSED SITE IMPROVEMENTS INCLUDING, BUT NOT NECESSARILY LIMITED TO, HORIZONTAL AND VERTICAL CONTROL AND DIMENSIONAL COORDINATION AS NECESSARY TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THIS SURVEY WORK SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR AND SHALL PROVIDE FOR THE SURVEY AND STAGING OF ALL CONSTRUCTION ELEMENTS INCLUDING BUT NOT LIMITED TO BUILDING LOCATIONS, PAVING EDGES/ALIGNMENT FENCING, WALLS, LIGHT FIXTURES, SIGNS, MOW CURBS, SEATING, SHADE STRUCTURES, PLAY FIELDS AND APPURTENANCES, CURB AND GUTTER ALIGNMENTS, CATCH BASINS, DRAINS, ETC. B. AN AUTOCAD-COMPATIBLE .DWG FILE OF THE PROPOSED IMPROVEMENTS SHALL BE PROVIDED TO THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION FOR HIS USE IN PREPARING THE NECESSARY FIELD SURVEYING / LAYOUT OF PROPOSED IMPROVEMENTS. THE USE OF THIS DIGITAL FILE SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND IS INTENDED TO ASSIST THE SURVEYOR IN THE LAYOUT OF THE PROPOSED IMPROVEMENTS. THESE ELECTRONIC FILES ARE NOT CONSTRUCTION DOCUMENTS. DIFFERENCES MAY EXIST BETWEEN THESE ELECTRONIC FILES AND CORRESPONDING HARD COPY CONSTRUCTION DOCUMENTS ISSUED FOR PUBLIC BID. IN THE EVENT THAT A CONFLICT ARISES BETWEEN THE SIGNED OR SEALED HARD COPY CONSTRUCTION DOCUMENTS AND THE ELECTRONIC FILES, THE SIGNED OR SEALED HARD COPY CONSTRUCTION DOCUMENTS SHALL GOVERN. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING IF ANY CONFLICT EXISTS AND SHALL BRING ANY DISCREPANCIES TO THE PROJECT LANDSCAPE ARCHITECT'S ATTENTION PRIOR TO ANY FIELD LAYOUT. BY THE CONTRACTOR'S USE OF THESE ELECTRONIC FILES, THEY ARE NOT RELIEVED OF THEIR DUTY TO FULLY COMPLY WITH THE CONTRACT DOCUMENTS, INCLUDING, AND WITHOUT LIMITATION, THE NEED TO CHECK, CONFIRM, AND COORDINATE ALL DIMENSIONS AND DETAILS, TAKE FIELD MEASUREMENTS, VERIFY FIELD CONDITIONS, AND COORDINATE THE WORK WITH THAT OF OTHER CONTRACTORS FOR THE PROJECT. THE DIGITAL INFORMATION PROVIDED BY civTEC SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN FOR THE PROJECT DESCRIBED ABOVE AND SHALL NOT BE RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN CONSENT OF civTEC. THE INFORMATION CONTAINED ON THE ELECTRONIC MEDIA IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF civTEC. TITLE REPORT (EASEMENTS): SIGNING/STRIPING CONSTRUCTION NOTES &ESTIMATED QUANTITIES REFERENCE IS MADE TO PARCEL OF LAND OF TITLE REPORT ORDER NUMBER 987-30021213-CS7 PREPARED BY FIDELITY NATIONAL TITLE COMPANY, DATED NOVEMBER 6, 2018. NO. DESCRIPTION QUANTITY Easting STRIPING CONSTRUCTION NOTES 2166671.23 81 CONSTRUCT ADA PARKING STRIPING & WHEEL STOPS PER DETAILS 1 AND 2, SHEET C-0.03 LS 82 INSTALL ADA SIGNAGE PER DETAIL LANDSCAPE ARCHITECT'S PLANS - SEE D-1.01 FOR SIGN SALVAGE NOTE LS 83 PAINT NEW PARKING STALL STRIPING PER DETAIL 3, SHEET C-0.03 LS 6068232.90 104 2166323.82 6068461.78 105 2166323.93 6068491.18 106 2166459.29 6068606.43 107 2166355.13 NOTICE TO THE CONTRACTOR THE ESTIMATES OF IMPROVEMENT AND GRADING QUANTITIES AS SHOWN HEREON ARE PROVIDED FOR SATISFYING PLAN CHECK INFORMATION REQUIREMENTS ONLY. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL IMPROVEMENT QUANTITIES INCLUDING GRADING QUANTITIES, AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S). PLANS PREPARED BY: CIVIL l ENGINEERINr CONSLILTR 999 CORPORATE DR., SUITE 100 f LADERA RANCH, CA 92694 I 1 /2020 p: 949.463.8822 e: tec@civtec.net 10 Point Table Point # Northing Easting 100 2166671.23 6068364.44 101 2166670.00 6068348.61 102 2166530.96 6068229.56 103 2166519.81 6068232.90 104 2166323.82 6068461.78 105 2166323.93 6068491.18 106 2166459.29 6068606.43 107 2166355.13 6068664.57 108 2166340.52 6068697.72 109 2166325.66 6068720.02 110 2166309.82 6068780.57 111 2166269.01 6068814.48 112 2166228.85 6068792.00 SCALE: 1 "=30' 0 15 30 60 DENOTES EASEMENT PLOTTED AS SHOWN ON SURVEY PROVIDED BY GUIDA SURVEYING, INC., DATED SEPT. 27, 2019, PER THE ABOVE REFERENCED TITLE REPORT. THE FOLLOWING EASEMENTS AFFECT THIS PROPERTY. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT.• GRANTED TO. CITY OF NEWPORT BEACH PURPOSE. STREET AND HIGHWAY PURPOSES RECORDING DATE DECEMBER 05, 1961 RECORDING NO. BOOK 5934, PAGE 125 OFFICIAL RECORDS 5O EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS RESERVED IN A DOCUMENT, RESERVED BY. THE IRVINE COMPANY, A CORPORATION PURPOSE. ROAD DRAINAGE AND UTILITY PURPOSES RECORDING DATE: AUGUST 12, 1962 RECORDING NO. BOOK 6219, PAGE 587 OFFICIAL RECORDS O7 EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS RESERVED IN A DOCUMENT, RESERVED BY. THE IRVINE COMPANY, A CORPORATION PURPOSE. ROADS RECORDING DATE MAY 05, 1959 RECORDING NO. BOOK 4698, PAGE 478 OFFICIAL RECORDS 13. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS RESERVED IN A DOCUMENT, RESERVED BY. THE IRVINE COMPANY PURPOSE. ROAD AND UTILITIES RECORDING DATE: NOVEMBER 01, 1951 RECORDING NO. BOOK 2248, PAGE 487 OFFICIAL RECORDS AFFECTS: AS DESCRIBED THEREIN O5 EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT.• GRANTED TO. CITY OF NEWPORT BEACH PURPOSE. A STORM DRAIN PIPE, PAVED MAINTENANCE ROADWAY, MANUFACTURED SLOPE, LANDSCAPING AND IRRIGATION SYSTEMS RECORDING DATE: APRIL 25, 1986 RECORDING NO. 86-165247 OFFICIAL RECORDS EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT. - GRANTED TO. CITY OF NEWPORT BEACH PURPOSE: STREET AND HIGHWAY PURPOSES RECORDING DATE JUNE 23, 2005 RECORDING NO. 2005000485610 OFFICIAL RECORDS CONSTRUCTION SHEDULE 54 PLAY EQUIPMENT FALL ZONE 55 6 CONCRETE CURB 56 24" WIDE CONCRETE STEP -OUT CURB Si EX I STING WATER LINE, METER OR UTILITY 58 EXISTING MUSGO LIGHT PER M*LFAGTURER'5 9PEGFICATON5 Detail I Sheet L-2.Oq Detail I Sheet L-2.Oq PER CIVIL PLANS PER CIVIL PLANS PER CIVIL PLANS TO BE REMOVED, PER DEMOLITION PLANS UNDERGROUND SERVICE ALERT TWO WORK I NO DAYS BEFORE YOU D 1 G 65 NEW I" WATER SERVICE/METER PER GNB STD 502-L 66 EXISTING IRRIGATION BACKFLOW PREVENTER TO BE REMOVED 6i IRRIGATION aU I GK COUPLERS 68 EXISTING OR PROPOSED UTI L I TY/I NFRA5TRUCTURE 6q EX1571NO BUILDING WALL TO REMAIN 10 EXISTING PEDESTRIAN CONCRETE PAVING GNB TO INSTALL I'' SERVICE AND GAP. CONTRACTOR TO INSTALL METER AND PIPING. PER DEMOLITION 4 IRRIGATION PLANS Detail 2 Sheet L-2.13 4 PER IRRIGATION PLANS PER CIVIL PLANS PROTECT IN PLACE PER DEMOLITION PLAN PROTECT IN PLACE PER DEMOLITION PLAN 11 LIGHT POLE PROTECTIVE PADDING SMONUMENT WALL UPL I GHT5 73 RESTORE EXISTING ARBOR STRUCTURE 74 q" CONCRETE CURB AT EXISTING BUILDING WING WALL 75 THICKENED EDGE AT CONCRETE 76 SCE TRANSFORMER PAD AND RETAINING WALL Detail CONSTRUCT: DETAIL REFERENCE/ Detail I Sheet L-2.13 Detail MODEL NUMBER: Detail 04" PEDESTRIAN CONCRETE PAVING Detail I 5heetL-2.01 5q DEDICATION PLAQUE INSET Detail I Sheet L-2.14 -iq RELOCATE EXISTING ADA SEE DEMOLITION PLAN ON LANDSCAPE BOULDER O2 GOLD JOINT Detail 2 SheetL-2.01 60 LANDSCAPE BOULDERS Detail 2 Sheet L-2.14 OCONTROL JOINT Detail 2 5heetL-2.01 61 42" HIGH TUBULAR STEEL GUARDRAIL Detail 4 Sheet L-2.14 O 6" WIDE CONCRETE MOWCURB Detail 3 5heetL-2.01 62 12" WIDE CONCRETE PLAY AREA Detail 3 Sheet L-2.14 RETAINING BOND BEAM O12" OR 24" WIDE PEDESTRIAN Detail 4 5heetL-2.01 63 12" WIDE RETAINING CURB Detail 5 Sheet L-2.14 CONCRETE BAND - PER PLAN O CONCRETE GRADE BEAM Detail I 5heetL-2.03 64 BLOCK RETAINING WALL EXTENSION Detail 6 Sheet L-2.14 Detail I 5heetL-2.04 I� I'►I/VI►� I� Detail I Sheet L-2.05 O12" WIDE CONCRETE PLAY AREA Detail 3 Sheet L-2.14 BOND BEAM OS CONCRETE STAIRS, HANDRAIL Detail 5 4 4, Sheet L-2.02 $ CHEEKWALL OCONCRETE STEPS Detail 2 Sheet L-2.02 10 DECOMPOSED GRANITE PAVING Detail 5 5heetL-2.01 I I POURED- I N -PLACE RE51 L I ENT Detail 1$ 2 Sheet L-2.08 PLAY 5URFAC I NG 12 SAND PLAY SURFACING Detail 2 5heetL-2.08 13 5YNTHET I G TURF FIELD PER 5YN-1.1 AND 5YN-1.2 GMASONRY BLOCK RETAINING WALL Detail I Sheet L-2.05 Detail I Sheet L-2.06 IS 24" HIGH MOSAIC TILE RETAINING WALL Detail 3 SheetL-2.08 16 42" HIGH POST AND GABLE FENCING Detail 2 Sheet L-2.10 �O O17 42" HIGH TUBULAR STEEL FENCING Detail I Sheet L-2.16 �Iwvl I IS 42" HIGH TUBULAR STEEL FENCE POSTS Detail I Sheet L-2.16 I OIq 12' HIGH BALL CONTAINMENT Detail I Sheet L-2.06 NETTING AND POLES 1 20 EXISTING MASONRY WALL TO PROTECT IN PLACE 21 REMAIN 42" HIGH CONCRETE BOLLARD LIGHT SEE DEMOLITION PLAN PER ELEGTRI GAL PLANS 1 1 1 1 x x x -f 22 EXISTING MU500 LIGHT WITH NEW PROTECT IN PLACE 1 3) 4' OUI CONCRETE COLLAR SEE DEMOLITION PLAN r Detail 6 Sheet L-2.01 1 1 23 40'X40' SEaU01 A SHADE SHELTER Y TON 5TRaGTURES. BH�51 \ -, A 1 Detail 3 , Sheet L-2.15 1 24 20'X20' SEQUOIA SHADE SHELTER BY TD ION 571RXG7U;;E5. I Detail 3 Sheet L-2.15 1 1 25 CONCRETE RAMP Detail I Sheet L-2.011 1 1 1 1 1 26 PARK ENTRY SIGNAGE Detail 2 SheetL-2.07 - 27 0 42" HIGH TUBULAR STEEL RAIL Detail I 5heetL-2.02 EXTENSION ( • 28 42" HIGH TUBULAR STEEL Detail 2 Sheet L-.2.16 • SLIDING MAINTENANCE GATE 2q ADA PEDESTAL DRINKING BY ELKAY, CONTACT: 500 476-41G1o. MODEL #: � - - - - - - - I � - -1 - - - - - - - - x x x FOUNTAIN W/ BOTTLE FILLER 4 LK4420BFIZI5. COLOR: EVERC�N. INSTALL PER I I I PET BOWL $ SUMP (WHERE MANJFAGTURER'S 51=ECIFICA7IOW:) I • IDENTIFIED ON PLANS) Detail I Sheet L-2.11 \ 30 ADA PEDESTAL DRINKING FOUNTAIN BY ELKAY, CONTACT: WO 4776-41 (Yo. MODEL #: I X W/ BOTTLE FILLER 4 SUMP (WHERE LK4420E317IU. COLO;;,' 1. INSTALL PER IDENTIFIED ON PLANS) MANJFAGTURLR'S 51=ECIFICA7IOW:) Detail 2 Sheet L-2.11 I 31 STANDARD OR ADA PICNIC, TABLE BY 6VICKC.RM GCP-CCRIP, CONTACT: 35RIAN 5--CTZ, (q51) 737-(b240. MODEL_ #: G-LBTI021`--TADA I �, OR G-LBT-g6P7, COLOR C -I (NAT)Rkd , TEXTURE: I T-3 SANTA FE SPXnaL457 IW -)TA -L PER MANJFACM)RER'S 5PEGIFIGATI0W:) II • Detail 5 , Sheet L-2.12 I 32 CONCRETE BENCH BY GUIC.KCFEM XP -COW, CONTACT: PIAN C-OTZ, (q51) 737-6240. MODEL #: 01-PA554B OR x (MODIFIED), COLOR C -I (NATURAL), TEXTURE: T-3 I ' SANTA FE 5AN7,E.AST. INSTALL PER I MANJFA67L)RER'5 5PE IFICATTONS I Detail I , Sheet L-2.12 130 33 CONCRETE TRASH RECEPTACLE BY 6VIUCGREM XP -COW, GON7ACT: BRAN WrZ, II • M51) 737-6240. MODEL #: GR II^H- G) I COLOR: C -I (NAT)RAJ, TEXTURE: 7-3 SANTA FE SANDBLAST. INSTALL FER MANJFACTURER'S O I SPE IFICATICNS Detail 3 Sheet L-2.11 4 34 BIKE RACK BY FORNSt�ACE5, (2O) 451-0410. MODEL: TRIO „T �s BIKE RA C, COLOR: ALUMINJM. FINISH: POAMRCOAT. 1 INSTALL PER MANJFAG7L)RER'5 5PE IFICATIONSO I �� �� Detail 4 , Sheet L-2.11 O 35 PEDESTAL BBQ (SINGLE) BY NN5TON MGIM CON7ACT:(510) 421 014. O INSTALL PER MANJFAG7LA;RER'5 5PE IFICATIO1�6 Detail 4 Sheet L-2.12 36 PET WA5TE STATION Detail 2 Sheet L-2.12 1 C 31 PARKING LOT A.G. PAVING PER CIVIL PLANS rn 38 PARKING LOT STRIPING PER CIVIL PLANS 3q DRIVE APRON PER CIVIL PLANS �-I � p -- ROLLED CONCRETE CURB PER CIVIL PLANS _ ---------------- dALdIE 41 ACCE551 BLE PARKING 51 ONAOE PER CIVIL PLANS AND ,_ G I Detail 5 , Sheet L-2.12 42 ACCESSIBLE RAMP W/ TRUNCATED PER CIVIL PLANS AND G I TY 2 DOMES STANDARD DETAIL 151 43 RESTROOM BUILDING LED LIGHT PER ELECTRICAL PLANS FIXTURES G 44 RESTROOM BUILDING IMPROVEMENTS TDeta i 1 I Sheet L -2.13w 2� wv v �s 45 GOLD JOINT Detail 2 Sheet L-2.01 o4v 46 WATER LINE PER CIVIL PLANS, AS 5HOWN ON PLANS 47 LANDSCAPE AREA DRAINS PER CIVIL PLANS 48 EXISTING ELECTRICAL ENCLOSURE PER CIVIL PLANS. RELOCATION T.B.D. 4q EX I STING TREES TO REMAIN PROTECT IN PLACE PER CIVIL PLANS 50 EXISTING PARK SIGNAGE PROTECT IN PLACE TO REMAIN 51 PARKING LOT SECURITY LIGHT PER ELECTRICAL PLANS 52 6" VEHICULAR CONCRETE PAVING Detail I , Sheet L-2.01 53 PLAY EQUIPMENT BY L*VE6APE 51IRZTVRE5. CONTACT: COAST REC EATICK STEVE HUNT 014 blq 0100). INSTALL 54 PLAY EQUIPMENT FALL ZONE 55 6 CONCRETE CURB 56 24" WIDE CONCRETE STEP -OUT CURB Si EX I STING WATER LINE, METER OR UTILITY 58 EXISTING MUSGO LIGHT PER M*LFAGTURER'5 9PEGFICATON5 Detail I Sheet L-2.Oq Detail I Sheet L-2.Oq PER CIVIL PLANS PER CIVIL PLANS PER CIVIL PLANS TO BE REMOVED, PER DEMOLITION PLANS UNDERGROUND SERVICE ALERT TWO WORK I NO DAYS BEFORE YOU D 1 G 65 NEW I" WATER SERVICE/METER PER GNB STD 502-L 66 EXISTING IRRIGATION BACKFLOW PREVENTER TO BE REMOVED 6i IRRIGATION aU I GK COUPLERS 68 EXISTING OR PROPOSED UTI L I TY/I NFRA5TRUCTURE 6q EX1571NO BUILDING WALL TO REMAIN 10 EXISTING PEDESTRIAN CONCRETE PAVING GNB TO INSTALL I'' SERVICE AND GAP. CONTRACTOR TO INSTALL METER AND PIPING. PER DEMOLITION 4 IRRIGATION PLANS Detail 2 Sheet L-2.13 4 PER IRRIGATION PLANS PER CIVIL PLANS PROTECT IN PLACE PER DEMOLITION PLAN PROTECT IN PLACE PER DEMOLITION PLAN 11 LIGHT POLE PROTECTIVE PADDING SMONUMENT WALL UPL I GHT5 73 RESTORE EXISTING ARBOR STRUCTURE 74 q" CONCRETE CURB AT EXISTING BUILDING WING WALL 75 THICKENED EDGE AT CONCRETE 76 SCE TRANSFORMER PAD AND RETAINING WALL Detail I , Sheet L-2.05 PER ELECTRICAL PLANS Detail I Sheet L-2.13 Detail 3 Sheet L-2.13 Detail 4 Sheet L-2.01 Detail I Sheet L-2.15 ii ROLLED CONCRETE CURB Detail 2 Sheet L-2.15 AT PEDESTRIAN OPEN 78 ROLLED CONCRETE CURB Detail 2 Sheet L-2.15 AT MAINTENANCE GATE -iq RELOCATE EXISTING ADA SEE DEMOLITION PLAN S 1 ONAOE 0' 10' 20' 40' SCAPF =��p , n c H Z lCFtigh'C, 5 s 2 �A m N Sig naturfr 08/31/2021 V Renewal Date N% 4/28/2020 \� 9 Date T� OF LEGEND: PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 [949] 493-2600 MATGHL I NE LIMIT OF WORK FINISH SCHEDULE ❑NATURAL GRAY CONCRETE WITH RETARDANT FINISH BY: 'TOP -CAST' OR APPROVED EQUAL. ETCH CODE "NO 5" AVAILABLE FROM: DAYTON -SUPERIOR (714) 822-5085 - CONTACT: CHUCK POOLE E INTEGRAL COLOR CONCRETE WITH RETARDANT FINISH BY: 'TOP -CAST' OR APPROVED EQUAL. ETCH GODS "NO 5" AVAILABLE FROM: DAYTON SUPERIOR (714) 822-5085 - CONTACT: CHUCK POOLE COLOR SHALL BE: 'SIERRA' NO. 6107.5 BY: DAVIS COLORS OR APPROVED EQUAL. APPLY PER MANUFACTURER'S SPECIFICATIONS. NATURAL GRAY CONCRETE WITH MEDIUM G BROOM FINISH. PER CITY OF NEWPORT BEACH STANDARD DETAIL 5TD-180-L. M`1111i DESIGN GROUP 11011� / sill -, I� ► ► �, 0,�02' 1 I� I'►I/VI►� I� °� � ''��`'' r mil►�1�,.-�I`I: MAP 1 1 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL 2 2020-04-10 100% BID SET SUBMITTAL 3 2020-04-28 100% BID SET NO. I DATE I DESCRIPTION OF REVISIONS REVIEWED: (ENGINEER'S SEAL) CITY PROJECT MANAGER DESIGNED: DRAWN: CS TM/TP APPROVED CHECKED: DATE: CS 2019-12-05 CONSTRUCTION PLAN GRANT HOWALD PARK REHABILITATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 7476-2 (19P11) L-1.01 P -5264-S SHEET 11 OF 51 CONSTRUCTION SHEDULE CONSTRUCT: DETAIL REFERENCE/ MODEL NUMBER: OI 4" PEDESTRIAN CONCRETE PAVING Detail I 5heetL-2.01 O2 GOLD JOINT Detail 2 5heetL-2.01 OCONTROL JOINT Detail 2 5heetL-2.01 O4 6" WIDE CONCRETE MOWCURB Detail 3 51neetL-2.01 O12" OR 24" WIDE PEDESTRIAN Detail 4 51heetL-2.01 61 CONCRETE BAND - PER PLAN Detail O CONCRETE GRADE BEAM Detail I Sheet L-2.03 62 12" WIDE CONCRETE PLAY AREA Detail I 5heetL-2.04 3 Sheet L-2.14 Detail I Sheet L-2.05 OI2" WIDE CONCRETE PLAY AREA Detail 3 Sheet L-2.14 BOND BEAM 12" WIDE RETAINING CURB OS CONCRETE STAIRS, HANDRAIL Detail 3 4 4, Sheet L-2.02 64 4 CHEEKWALL Detail OCONCRETE STEPS Detail 2 Sheet L-2.02 10 DECOMPOSED GRANITE PAVING Detail 5 Sheet L-2.01 G POURED-IN-PLACE RESILIENT Detail 1 4 2 SheetL-2.08 PLAY 5URFAC I NO 12 SAND PLAY 5URFACINO Detail 2 5heetL-2.08 13 SYNTHETIC TURF FIELD PER SYN -1.1 AND SYN -1.2 14 MASONRY BLOCK RETAINING WALL Detail I Sheet L-2.05 Detail I Sheet L-2.06 IS 24" HIGH MOSAIC TILE RETAINING WALL Detail 3 5heetL-2.08 16 42" HIGH POST AND GABLE FENCING Detail 2 Sheet L-2.10 17 42" HIGH TUBULAR STEEL FENCING Detail I Sheet L-2.16 IS 42" HIGH TUBULAR STEEL FENCE POSTS Detail I Sheet L-2.16 Iq 12' HIGH BALL CONTAINMENT Detail I Sheet L-2.06 NETTING AND POLES aEX I STI NO MASONRY WALL TO PROTECT IN PLACE 21 REMAIN 42" HIGH CONCRETE BOLLARD LIGHT SEE DEMOLITION PLAN PER ELECTRICAL PLANS 22 EXISTING MU5CO LIGHT WITH NEW PROTECT IN PLACE CONCRETE COLLAR SEE DEMOLITION PLAN Detail 6 Sheet L-2.01 23 40'X40' SEQUOIA SHADE SHELTER BY TI580N 57RIJ IAE5. Detail 3 Sheet L-2.15 G 20'X2O' 5E0UO I A SHADE SHELTER 13Y TB5I0N 57RIJGTUFE5. Detail 3 Sheet L-2.15 25 CONCRETE RAMP Detail I Sheet L-2.011 26 PARK ENTRY SIGNAGE Detail 2 Sheet L-2.07 27 42" HIGH TUBULAR STEEL RAIL Detail I Sheet L-2.02 EXTENSION 28 42" HIGH TUBULAR STEEL Detail 2 SheetL-2.16 SLIDING MAINTENANCE GATE 211 ADA PEDESTAL DRINKINO BY ELKAY, C,ONTAGT: 800 476-41Gb. MODEL #: FOUNTAIN W/ BOTTLE FILLER 4 LK4420E3FIUD5. COLOR: EVERL-I;if-EN. INSTALL FER PET BOWL $ SUMP (WHERE MANJFAGTURER'S 3FEGIFIGATIOI6 IDENTIFIED ON PLANS) Detail I , Sheet L-2.11 30 ADA PEDESTAL DRINKINO FOUNTAIN BY Ell -KAY, CONTACT: WO 476-41GY1. MODEL #: W/ BOTTLE FILLER $ SUMP (WHERE LK4420E3FIU. COLOR: ESN. INSTALL PER IDENTIFIED ON PLANS) MANJFAGTURER'S SFEGIFIGATIOI 6 Detail 2 , Sheet L-2.11 31 STANDARD OR ADA P I GN I G TABLE BY 5JIUK61;ETE CCF -CORP, CONTACT: 131;;� Ail I=, (1151) T37-6240. MODEL #: Q-LBTI02PTADA OR Q-LBT-g6PT, COLOR: G-1 (NATURAL), TEXTURE: T-3 SANTA FE SANDBLAST. I NSTALL FIER MANJFACIURER'S SPEGIFIGATIONS Detail 3 , Sheet L-2.12 32 CONCRETE BENCH 13Y GUIC O;ETE GAP -CORP, CONTACT: PIAN I=, (1151) 731-6240. MODEL #: QI-PAS�,415 OR (MODIFIED), COLOR: C -I (NATURAL), TEXTURE: T-3 SANTA FE 5ANDBLA5T. I N5TALL PER MA,NJFACIURLR'S SPEGIFIGATIONS Detail I , Sheet L-2.12 33 CONCRETE TRASH RECEPTACLE BY G1UICK0;;F-TE QIP -COW, CONTACT: BRAN 507, (1151) T31-6240. MODEL #: GSR-GL53031W-HOVEi�25, COLOR: G -I (NATURAL), TEXTURE: 7-5 5ANTA FE 5ANDBt.A57. I NSTALL PER MANUFACTURERS SPEGIFIGATIONS Detail 3 Sheet L-2.11 34 BIKE RACK BY SUR'PACES, (500) 451-0410. MODEL: TRIO BIKE RACK, COLOR: ALUMNJM. FINISH: POIVERCOAT. INSTALL PER MANJFACTURLR'S 5PEGIFIGATION5 Detail 4 Sheet L-2.11 35 PEDESTAL BBQ (51NOLE) B'I' WNSTCN MUS CONTACT:(510) 421-3014. IN5TALL PER MANJFACIURER'S 5PEGIFIGATIONS Detail 4 Sheet L-2.12 3(� PET WASTE STATION Detail 2 Sheet L-2.12 37 PARK I NO LOT A.G. PAVING PER GIVIL PLANS 38 PARKINO LOT STRIPING PER CIVIL PLANS 311 DRIVE APRON PER CIVIL PLANS 40 ROLLED CONCRETE CURB PER CIVIL PLANS 41 ACCESSIBLE PARKING 51 ONAOE PER CIVIL PLANS AND Deta i I 5 , Sheet L-2.12 42 ACCESSIBLE RAMP W/ TRUNCATED PER CIVIL PLANS AND G 1 TY DOMES STANDARD DETAIL 181 43 RESTROOM BU I LD I NO LED L I OHT PER ELECTRICAL PLANS FIXTURES 44 RESTROOM BU I LD I NO IMPROVEMENTS Detail I Sheet L-2.13 45 GOLD JOINT Detail 2 Sheet L-2.01 46 WATER L I NE PER CIVIL PLANS, AS SHOWN ON PLANS 47 LANDSCAPE AREA DRAINS PER CIVIL PLANS 48 EXIS71NO ELECTRICAL ENCLOSURE PER CIVIL PLANS. RELOCATION T.B.D. 411 EXISTING TREES TO REMAIN PROTECT IN PLACE PER GIVIL PLANS 50 EXIS71NO PARK 5IONAOE PROTECT IN PLACE TO REMAIN 51 PARKING LOT SECURITY LIGHT PER ELECTRICAL PLANS 52 6" VEHICULAR CONCRETE PAVING Detail I , SheetL-2.01 53 PLAY EQUIPMENT BY LAT7-56APE 57RUG7URE5. CONTACT: COAST WGREATICK 5TEI E HJNT (714 61110100). INSTALL 54 PLAY EQUIPMENT FALL ZONE S6" CONCRETE CURB 56 24" WIDE CONCRETE STEP -OUT Detail CURB 57 EXISTINO WATER LINE, METER ON LANDSCAPE BOULDER OR UTILITY S EX15TINO MUSCO LIGHT PER MANJFAGTURLR'5 SPECIFICATIONS Detail I Sheet L-2.011 Detail I Sheet L-2.011 PER CIVIL PLANS PER CIVIL PLANS PER CIVIL PLANS TO BE REMOVED, PER DEMOLITION PLANS 511 DEDICATION PLAQUE INSET Detail I Sheet L-2.14 Detail ON LANDSCAPE BOULDER Detail 4 Sheet L-2.01 Detail 60 LANDSCAPE BOULDERS Detail 2 Sheet L-2.14 61 42" HIGH TUBULAR STEEL GUARDRAIL Detail 4 Sheet L-2.14 62 12" WIDE CONCRETE PLAY AREA Detail 3 Sheet L-2.14 RETA I N I NO BOND BEAM 63 12" WIDE RETAINING CURB Detail 5 Sheet L-2.14 64 BLOCK RETAINING WALL EXTENSION Detail 6 Sheet L-2.14 / 65 NEW " WATER 5ERV I GE/METER PER GNB 5TD 502-L 66 EX15TINO IRRIGATION BACKFLOW PREVENTER TO BE REMOVED 67 IRRIGATION QUICK COUPLERS 68 EXISTING OR PROPOSED UTI L I TY/I NFRA5TRUCTURE 611 EXISTING BUILDING WALL TO REMAIN 70 EXISTING PEDESTRIAN CONCRETE PAVING ONE, TO INSTALL 1 " 5ERV I GE AND GAP. CONTRACTOR TO INSTALL METER AND PIPING. PER DEMOLITION $ IRRIGATION PLANS Detail 2 Sheet L-2.13 $ PER IRRIGATION PLANS PER CIVIL PLANS PROTECT IN PLACE PER DEMOLITION PLAN PROTECT IN PLACE PER DEMOL 1 TI ON PLAN G LIGHT POLE PROTECTIVE PADDING 72 MONUMENT WALL UPLIOHT5 73 RESTORE EXISTING ARBOR STRUCTURE G 11" CONCRETE CURB AT EXISTINO BUILDING WINO WALL 75 THICKENED EDGE AT CONCRETE 76 5CE TRANSFORMER PAD AND RETAINING WALL Detail I , Sheet L-2.05 PER ELECTRICAL PLANS Detail I Sheet L-2.13 Detail 3 Sheet L-2.13 Detail 4 Sheet L-2.01 Detail I Sheet L-2.15 77 ROLLED CONCRETE CURB AT PEDESTRIAN OPEN 78 ROLLED CONCRETE CURB AT MAINTENANCE GATE 711 RELOCATE EXISTING ADA 51 GNAOE Detail 2 Sheet L-2.15 Detail 2 Sheet L-2.15 SEE DEMOLITION PLAN UNDERGROUND SER'VICE ALERT ALL TWO WORK I NC DAYS BEFORE YOU D 1 O 70'5' 10' 20' SCAPF 0 C N Ignatur 08/31/2021 V Renewal Date N% 4/28/2020 \� 9 Date T� OF CAL\F�Q� LEOEND : MATGHL I NE LIMIT OF WORK PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone FINISH SCHEDULE NATURAL GRAY CONCRETE WITH RETARDANT FINISH BY: 'TOP -CAST' OR APPROVED EQUAL. ETCH CODE "NO. 5" AVAILABLE FROM: DAYTON -SUPERIOR (714) 522-5085 - CONTACT: CHUCK POOLE E INTEGRAL COLOR CONCRETE WITH RETARDANT FINISH BY: 'TOP -CAST' OR APPROVED EQUAL. ETCH CODE "NO. 5" AVAILABLE FROM: DAYTON SUPERIOR (714) 522-5055 - CONTACT: CHUCK POOLE COLOR SHALL BE: 'SIERRA' NO. 61078 BY: DAVI5 00LOR5 OR APPROVED EQUAL. APPLY PER MANUFACTURER'S SPECIFICATIONS. ❑NATURAL GRAY CONCRETE WITH MEDIUM G BROOM FINISH. PER CITY OF NEWPORT BEACH STANDARD DETAIL 5TD-180-L. MDESIGN GROUP 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL 2 2020-04-10 100% BID SET SUBMITTAL 3 2020-04-28 100% BID SET NO. I DATE I DESCRIPTION OF REVISIONS I • • s I - .. FIFTH I F------�L--- ------ ----r'_ I - - - I I I I I I I I I II I L------�I-----------J I` REVIEWED: (ENGINEER'S SEAL) CITY PROJECT MANAGER DESIGNED: DRAWN: CS TM/TP APPROVED CHECKED: DATE: CS 2019-12-05 �1 V L-1.02 l'l --- - -------------------------- - FIFTH `) -------- ------------------ pVE KEY MAP ------------- ,---------------------------------,- -- SCALE: N.T.S. CONSTRUCTION PLAN GRANT HOWALD PARK REHABILITATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 7476-2 (19P11) L-1.02 P -5264-S SHEET 1 2 OF 51 CONSTRUCTION SHEDULE CONSTRUCT: DETAIL REFERENCE/ MODEL NUMBER: O4" PEDESTRIAN CONCRETE PAVING Detail I 5heetL-2.01 O2 GOLD JOINT Detail 2 5heetL-2.01 OCONTROL JOINT Detail 2 5heetL-2.01 O4 6" WIDE CONCRETE MOWCURB Detail 3 51neetL-2.01 O12" OR 24" WIDE PEDESTRIAN Detail 4 51heetL-2.01 61 CONCRETE BAND - PER PLAN Detail O CONCRETE GRADE BEAM Detail I Sheet L-2.03 62 12" WIDE CONCRETE PLAY AREA Detail I 5heetL-2.04 5 Sheet L-2.14 Detail I Sheet L-2.05 OI2" WIDE CONCRETE PLAY AREA Detail 3 Sheet L-2.14 BOND BEAM 12" WIDE RETAINING CURB OS CONCRETE STAIRS, HANDRAIL Detail 3 4 4, Sheet L-2.02 64 4 CHEEKWALL Detail OCONCRETE STEPS Detail 2 Sheet L-2.02 10 DECOMPOSED GRANITE PAVING Detail 5 Sheet L-2.01 G POURED-IN-PLACE RESILIENT Detail 1 4 2 SheetL-2.08 PLAY 5URFAC I NO 12 SAND PLAY 5URFACINO Detail 2 5heetL-2.08 13 SYNTHETIC TURF FIELD PER SYN -1.1 AND SYN -1.2 14 MASONRY BLOCK RETAINING WALL Detail I Sheet L-2.05 Detail I Sheet L-2.06 IS 24" HIGH MOSAIC TILE RETAINING WALL Detail 3 5heetL-2.08 16 42" HIGH POST AND GABLE FENCING Detail 2 Sheet L-2.10 I'7 42" HIGH TUBULAR STEEL FENCING Detail I Sheet L-2.16 IS 42" HIGH TUBULAR STEEL FENCE POSTS Detail I Sheet L-2.16 Iq 12' HIGH BALL CONTAINMENT Detail I Sheet L-2.06 NETTING AND POLES aEX I STI NO MASONRY WALL TO PROTECT IN PLACE 21 REMAIN 42" HIGH CONCRETE BOLLARD LIGHT SEE DEMOLITION PLAN PER ELECTRICAL PLANS 22 EXISTING MU5CO LIGHT WITH NEW PROTECT IN PLACE CONCRETE COLLAR SEE DEMOLITION PLAN Detail 6 Sheet L-2.01 23 40'X40' 5EOU0IA SHADE SHELTER BY TD80NSTRUCTIAE5. Detail 3 Sheet L-2.15 G 20'X2O' 5E0UOIA SHADE SHELTER BY TD80N5TRUCTIJRE5. Detail 3 Sheet L-2.15 25 CONCRETE RAMP Detail I Sheet L-2.011 26 PARK ENTRY SIGNAGE Detail 2 Sheet L-2.0-1 2� 42" HIGH TUBULAR STEEL RAIL Detail I Sheet L-2.02 EXTENSION 28 42" HIGH TUBULAR STEEL Detail 2 SheetL-2.16 SLIDING MAINTENANCE GATE 211 ADA PEDESTAL DR I NK I NO BY EL.KAY, OOWAGT: 00 476-4106. MODE- #: FOUNTAIN W/ BOTTLE FILLER & LK4420EFIXEI. COLOR: Ems. INSTALL FER PET BOWL I$ SUMP (WHERE MANJFAGT ;; FRS SFE01FICAT10W:) IDENTIFIED ON PLANS) Detail I , Sheet L-2.11 30 ADA PEDESTAL DRINKINO FOUNTAIN BY ELKAY, C.ONTAGT: WO 476-4106. MODEL #: W/ BOTTLE FILLER I$ SUMP (WHERE LK4420EFIU. COLOR: EVERC�T1. IW:)TALL PER IDENTIFIED ON PLANS) MANJFAGTURER'S SFEGIFICATI0W:) Detail 2 , Sheet L-2.11 31 STANDARD OR ADA P I GN I G TABLE BY 5VICKCREIM'E Q -P -CARP, C.ONTAGT: 51;;� AN C-OTZ, (1151) 731-6240. MGL #: G2-LBT1021`7A0A OR 0-LBT-,%f=T COLO 0-1 (NATURAL), TEX U;�E: T-3 SANTA FE 5ANDBLA6T. INSTALL FER MANJFA6TURER'5 SFEGIFIGATIO* Detail 3 , Sheet L-2.12 32 CONCRETE BENCH BY GUICKGRETE GYP -ORP, CONTACT: BRIAN C-0TZ, (1151) 73746240. MODEL #: 01-PA5�413 OR (MODIFIED), COLOR: GI (NATURAL), TEJcNII T-3 SANTA FE SANDBLAST. I N5TALL FER MAN)FACTJREII SFECIFICATI0W--) Detail I , Sheet L-2.12 33 CONCRETE TRASH RECEPTACLE BY GUIC,KCFEM QXP-CARP, C.ONTA,-T: PIAN C�TZ, (1151) 737-6240. MODE- #: GR-CLc-5031W-HOVER , COLOR- GI (NATURAL), TEXTURE: 7-3 SANTA FE 5ACR-A57. I N57ALL PER MAXFAG7URHZ'5 5FE01FICAT1015 Detail 3 Sheet L-2.11 34 BIKE RACK BY FORN*�' U ACZ5, (WO) 451-0410. MODEL: TRIO BIKE RACK 00L.OZ: ALUM NJM. FINISH: POVVER-CAAT. INSTALL FER MANJFAG7URER'5 SPECIFICATIONS Detail 4 Sheet L-2.11 35 PEDESTAL BB0 (51NOLE) BY WNSTCN W -,<M CONTA1,T:(510) 421 3014. INSTALL PER MAN)FACTURLR'S SFECIFICATI0W:) Detail 4 , Sheet L-2.12 36 PET WA57E STATION Detail 2 Sheet L-2.12 37 PARK I NO LOT A.G. PAVING PER CIVIL PLANS 38 PARKINO LOT STRIPING PER CIVIL PLANS 311 DRIVE APRON PER GIVIL PLANS 40 ROLLED CONCRETE CURB PER CIVIL PLANS 41 ACCE551 BLE PARKING 51 ONAOE PER CIVIL PLANS AND Detail 5 , Sheet L-2.12 42 ACCE551 BLE RAMP W/ TRUNCATED PER GIVIL PLANS AND G 1 TY DOMES STANDARD DETAIL 181 43 RESTROOM BU I LD I NO LED L I OHT PER ELECTRICAL PLANS FIXTURES 44 RESTROOM BU I LD I NO IMPROVEMENTS Detail I Sheet L-2.13 45 GOLD JOINT Detail 2 Sheet L-2.01 46 WATER L I NE PER CIVIL PLANS, A5 SHOWN ON PLANS 41 LANDSCAPE AREA DRAINS PER CIVIL PLANS 48 EXIS71NO ELECTRICAL ENCLOSURE PER CIVIL PLANS. RELOCATION T.B.D. 411 EXISTING TREES TO REMAIN PROTECT IN PLACE PER GIVIL PLANS 50 EXISTINO PARK 5IONAOE PROTECT IN PLACE TO REMAIN 51 PARKING LOT 5ECURI7Y LIGHT PER ELECTRICAL PLANS 52 (b" VEHICULAR CONCRETE PAVING Detail I , 5heetL-2.01 53 PLAY EQUIPMENT BY LAT7-56AFE 51RIZVZE5. CONTACT: COAST IRIII71CK 5TE1tE HW (714 6[11000). INSTALL FER MANJFAGT)IRER5 9FEGIFIGA7I0W-) Detail I Sheet L-2.011 54 PLAY EQUIPMENT FALL ZONE Detail I Sheet L-2.011 55 (b" CONCRETE CURB PER CIVIL PLANS 56 24" WIDE CONCRETE STEP -OUT PER CIVIL PLANS CURB 57 EX I S71 NO WATER LINE, METER PER CIVIL PLANS OR UTILITY S F-XI571NO MUSCO LIGHT TO BE REMOVED, PER DEMOLITION PLANS 511 DEDICATION PLAGUE INSET Detail I Sheet L-2.14 Detail ON LANDSCAPE BOULDER Detail 4 Sheet L-2.01 Detail 60 LAND50APE BOULDERS Detail 2 Sheet L-2.14 61 42" HIGH TUBULAR STEEL GUARDRAIL Detail 4 Sheet L-2.14 62 12" WIDE CONCRETE PLAY AREA Detail 5 Sheet L-2.14 RETA I N I NO BOND BEAM 63 12" WIDE RETAINING CURB Detail 5 Sheet L-2.14 64 BLOCK RETAINING WALL EXTENSION Detail 6 Sheet L-2.14 Cn Z 0 I) Z 0 U J Q U U Z Q W U 2 W LLJ >H n 20 F --z W W UO Q � Q J 0� Z 00 LL W CV U o Z W J W LL W W LuU W LL0 () >z 0 U) W Z J U Q 65 NEW " WATER 5ERV I GE/METER PER GNB 5TD 502-L 66 EX15TINO IRRIGATION BACKFLOW PREVENTER TO BE REMOVED 67 IRRIGATION aUIGK COUPLERS 68 EX15TINO OR PROPOSED UTI L I TY/I NFRA5TRUCTURE 611 EX15TINO BUILDINO WALL TO REMAIN i0 EXISTING PEDESTRIAN CONCRETE PAVING 2 W UNDERGROUND SER\/ICE ALERT aavo �� TWO WORK I NC DAYS BEFORE YOU D 1 O L -O -W - WO WITH SUMP J�i CONNECT WATER TO `� NEW DRINKING FOUNTAIN 0' 5' 10' 20' 12" ACP (APPROX. 18' FROM PUBLIC RW) GNB TO INSTALL 1 " 5ERV I GE AND GAP. CONTRACTOR TO INSTALL METER AND PIPING. PER DEMOLITION $ IRRIGATION PLANS Detail 2 Sheet L-2.13 $ PER IRRIGATION PLANS PER CIVIL PLANS PROTECT IN PLACE PER DEMOLITION PLAN PROTECT IN PLACE PER DEMOL 1 TI ON PLAN �PNpSCAP (� oABACH t/CFNg1C� A 0 Q C7 ignatur 08/31/2021 v Renewal Date N% 4/28/2020 \� 9 Date T� OF CAL��p� 1 1 I N.1.ri. N.I .c-.,. GLIGHT POLE PROTECTIVE PADDING SMONUMENT WALL UPLIOHT5 -13 RESTORE EXISTING ARBOR STRUCTURE G 11" CONCRETE CURB AT EXSTINO BUILDING WINO WALL 75 THICKENED EDGE AT CONCRETE 76 5CE TRANSFORMER PAD AND RETAINING WALL 'dk 4 LEOEND : MATGHL I NE LIMIT OF WORK PLANS PREPARED BY: N ,5thTA. ve FINISH SCHEDULE 1ENATURAL GRAY CONCRETE WITH RETARDANT FIN15H BY: 'TOP-GA5T' OR APPROVED EQUAL. ETCH CODE "NO. 5" AVAILABLE FROM: DAYTON-51UPERIOR (714) 822-5085 - CONTACT: CHUCK POOLE E INTEGRAL COLOR CONCRETE WITH RETARDANT FINISH BY: TOP-CAST'OR APPROVED EQUAL. ETCH CODE "NO. 5" AVAILABLE FROM: DAYTON 5UPERIOR (714) 522-5055 - CONTACT: CHUCK POOLE COLOR SHALL BE: 'SIERRA' NO. 61078 BY: DAVI5 COLORS OR APPROVED EQUAL. APPLY PER MANUFACTURER'S SPECIFICATIONS. ❑NATURAL GRAY CONCRETE WITH MEDIUM G BROOM FINISH. PER CITY OF NEWPORT BEACH STANDARD DETAIL 5TD-180-L. OF ,, 31591 Camino Capistrano DESIGN San Juan Capistrano, CA 92675 GROUP www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 ohoi- Detail I , Sheet L-2.05 PER ELECTRICAL PLANS Detail I Sheet L-2.13 Detail 5 Sheet L-2.13 Detail 4 Sheet L-2.01 Detail I Sheet L-2.15 N.I .G. 0 71 ROLLED CONCRETE CURB AT PEDESTRIAN OPEN 18 ROLLED CONCRETE CURB AT MAINTENANCE GATE 711 RELOCATE EXISTING ADA 51 GNAOE wink AL a _ad6daL I ;do Detail 2 Sheet L-2.15 Detail 2 Sheet L-2.15 SEE DEMOLITION PLAN e _ I- ---.._---..-.------------------------ L-1 - 03 it 6 - j 1-2- __0 ------------------- --- - ------------------ L ------ I-.-- i:i:__ G L) P ,,------------------------------ I ; • FIFTH AVE FIFTHAVE " F o o - KEY MAP -- - --------------------------------- --- �� SCALE: N.T.S. 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL 2 2020-04-10 100% BID SET SUBMITTAL 3 2020-04-28 100% BID SET NO. I DATE I DESCRIPTION OF REVISIONS REVIEWED: (ENGINEER'S SEAL) CITY PROJECT MANAGER DESIGNED: DRAWN: CS TM/TP CHECKED: DATE: APPROVED CS 2019-12-05 CONSTRUCTION PLAN GRANT HOWALD PARK REHABILITATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 7476-2 (19P11) L-1.03 P -5264-S SHEET 130F 51 1 4 WIDTH PER PLANS 2 ° d ° 4 ° G ° ° WV LU N� CONSTRG TION LL III III III III III 3 PLANS PER CONSTRUCTION PLANS I 3 Z_z_ 4 SECTION - PEDESTRIAN CONCRETE PAVING SLOPE i�ER SCALE: 1-1/2" = I' -O" FLUSH G—RADINO FLANS� FLUSH � � w o a V LU �c Vn 4 q a VlI z z (oil -Ty z z WIDTH PER PLANS (A 2 ED LEC END : 2 �- ° a 4 ° 4" DEPTH, PRE -BLENDED "ORGAN I G -LOCK" AGGREGATE PAVING MIX WITH O I "ORGANIC - 5 -LOCK" SELF -HEALING ORGANIC BINDER BY: GAIL MATERIALS, CORONA, - ° - dd ° ° CA. CONTACT: DAVE DZWILEWSKI ("-151) 667-6101. COLOR: GOLD. INSTALL PER a OSECTION - D.G. PAVING ADJACENT TO GRADE BEAM MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. GRADE PAVING TO ENSURE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES AND SYNTHETIC TURF -° ° d a ° ° °a `� 1 SEE CIVIL ENGINEER'S PLANS AND SPECIFICATIONS. SCALE: I -I/2 - I' -O OFIELD. CONCRETE MOW CURB, WHERE OCCURS. SEE CONSTRUCTION PLAN FOR LOCATIONS _ 4 _ _ AND DETAIL 3, TH 15 SHEET.CONCRETE - 3 ACONSTRUCION PLANS FOR O E -I LOCATIONE AND L-2.05 ROUGH L-2.0-7 FOR VARIOUS CONDITIONS. 4 CONCRETE PAVING, WHERE OCCURS. SEE CONSTRUCTION PLAN, FOR TYPE AND ENLARGEMENT - MOW CURB SECTION -VEHICULAR CONCRETE PAVING PER CONSTRUCTION PLANS LOCATION AND DETAIL 1, THIS SHEET. „ _ ,- " SCALE: I -I/2 I O SCALE: 3" - I' -O" O 5U56RADE PREPARATION AND COMPACTION PER OE07ECH REPORT. SEE SPECIFICATIONS. z 6 LEGEND: W 2 1 0 _ 0 I/o MIN 5/o MAX. PER 4 SYNTHETIC TURF FIELD. SEE CONSTRUCTION PLANS. LEGEND: O 4" THICK CONCRETE PAVING PER GIT' STD. 180 AT ALL PEDESTRIAN PAVING SECTIONS. 6" THICK - CONCRETE PAVING AT ALL VEHICULAR PAVING SECTIONS. SEE CONSTRUCTION PLAN FOR TYPE, FLUSH CIVIL FLANS FLUSH I POURED IN PLACE CONCRETE MOW CURB WITH 1/2" TOOLED RADIUS AT ALL CORNERS AND EDGES. COLOR AND FINISH. 2 ADJACENT FINISHED GRADE. SEE CONSTRUCTION PLANS FOR LOCATIONS. O ADJACENT FINISH GRADE. ° NOTES: O SUBGRADE PREPARATION AND COMPACTION PER GEOTECH REPORT. 5EE SPECIFICATIONS. ® SUBGRADE PREPARATION AND COMPACTION PER GEOTECH REPORT. SEE SPECIFICATIONS. d 41® FROVIE�IE 5UM177AL ANDIE CAL CONTR1 ® SAMLE OF 1/2" TOOLED RADIUS, ALL CORNERS AND EDGES OF CONCRETE. 1 III III 5TAE31 L IA ECTOR D PECOMPO ED GRAN BE IN SPECIFIED S I ZSHALL AND COLOR FOR NOTES: REVIEW AND APPROVAL BY GNB ENGINEER PRIOR TO ACQUISITION AND DELIVERY TO PROJECT SITE. O PROVIDEJOINTS ®4' O.G. MAX AND AT ALL CORNERS PER CONSTRUCTION PLAN AND NOTES: III III © CONTRACTOR TO PROVIDE 6' x 6' MOCKUP OF DECOMPOSED GRAN 1 TE FOR REVIEW AND APPROVAL BY GNB ENGINEER PRIOR TO INSTALLATION. SEE GH OE07ECH REPORT. ® CONTRACTOR TO PROVIDE 6'X6' CONCRETE MOCKUP OF ALL TYPES AND FINISHES, JO I NTS, ETC. FOR SPECIFICATIONS. OB ALL CONCRETE TO BE TYPE II/V, MINIMUM COMPRESSIVE STRENGTH. PER SPECS. MAXIMUM REVIEW AND APPROVAL BY GNB ENGINEER. WATER GEMENT RA710 (NIC) BE 0.5. SEE OE07ECH REPORT. SECTION - D.G. PAVING ADJACENT TO MOW CURB OR FAV I NG O GO ALL CONCRETE TO BE TYPE I /V, MINIMUM COMPRESSIVE STRENGTH. PER SPECS. MAXIMUM WATER GEMENT RATIO (NIC) TO BE 0.5. SEE GEOTEGH O CONCRETE AND RE I NFORG I NG INFORMATION INDICATED HEREIN, ARE MINIMUMS BASED ON B O CONTRACTOR TO PROVIDE CONCRETE MIX DE51 GN SUBMITTAL PER SPEC I F I GATI ONS. _ SCALE: 1-1/2" I,- O REPORT. INFORMATION CONTAINED IN THE PROJECT GEOTECHN I GAL REPORT AVAILABLE AT THE TIME O ALL CONCRETE TO BE SEALED WITH 51 LOXANE WB CONCENTRATE CONCRETE SEALER. FROV I DED BY OF PREPARATION OF THESE DOCUMENTS. MIKE DAVIS OF INNOVATIVE CONCRETE PRODUCTS AND MARKETING, INC. CONTACT: (-14q) 4q8-7077. O PROVIDE Y4" FALL PER 12" OF RUN ON ALL PAVING, MINIMUM. PER CIVIL ENGINEERS PLANS. O SEE DETAIL 2, THIS SHEET FOR CONCRETE JOINTS. -JOINTS PER CONSTRUCTION PLAN. ALL CONCRETE TO BE TYPE II/V, MINIMUM COMPRESSIVE STRENGTH PER SPECS. O MAXIMUM WATER GEMENT RATIO (NIC) TO BE 0.5. SEE OE07ECH REPORT. O CONCRETE AND RE I NFORC I NC INFORMATION INDICATED HEREIN, ARE MINIMUMS ARE BASED ON INFORMATION CONTAINED IN THE PROJECT GEOTECHNICAL REPORT AVAILABLE AT THE TIME OF PREPARATION OF THESE DOCUMENTS. DEGOI� OSED C RAN 1 TE FAV I NC 5 CONCRETE MON CURS I CONCRETE FA\l I NC LEGEND: C� MUSCO LIGHT POLE CONCRETE FAV I NC LOCATION PER CONSTRUCTION . PA w w W W w w w w 6 w PLAN. CONSTRUCT PAVING SECTION PER DETAIL 1, THIS SHEET. DEPTH OF SECTION PER GRADING PLANS. EXISTING MUSCO LIGHT POLE(5) AND FOOTINGS TO REMAIN. O a I PROTECT IN PLACE. SEE DEMOLITION AND ELECTRICAL PLANS. Q z IO . . . O 18" WIDE CONCRETE GRADE BEAM. SEE CONSTRUCTION PLAN AND SHEET 2 w � 2 LU LUb � 1 2 �J a w = ° L-2.03 AND DETAIL 1, CONDITION F, SHEET L-2.04. < Q 0 p 172„ a ° 2 ° 2 ® TUBULAR STEEL FENCE POST. m m>LZ ( :--)1 X� v a ° ° a - - - - - SEE CONSTRUCTION PLAN AND DETAIL I, SHEET L-2.16. _ LU PER PLAN PER PLAN ltl X Jul d ° d --- 12 - __ 5O BALL CONTAINMENT NETTING POSTS. " 2'-0" MAX, TYP. z z 4 p- 4 2 -O MAX, TVP. z z 4 _ _ < U d 12„ SEE CONSTRUCTION PLAN AND DETAIL 1, SHEET L-2.06._ _ _ _ - - ty = � A. TOOLED CONTROL JOINT G. GOLD JOINT ZA - (� ADJACENT 5YNTHETI G TURF FIELD. O � 8 FA a a SEE CONSTRUCTION PLAN AND SYNTHETIC TURF PLANS. a 8 I —III I= g 8 a* 8 O CONCRETE CONTROL JOINTS PER DETAIL 2, THIS SHEET. =IIIIIIIIIIIIIIIIIIIIIIII=III= =IIIIII=III a LOCATE PER CONSTRUCTION PLAN AND OE07ECH REPORT. . III1 I— a a a _ 4 . .11111 a EXISTING BLOCK RETAINING WALL TO REMAIN. ® III1111 a I III=III =III— �, III a I --11 1 4 5 a W PROTECT IN PLACE. SEE DEMOLITION PLAN. a ;III 1 III - III III III —III =1 III III I -7 2 2 I q #4 REBAR AT 12" O.G. EACH WAY, CENTER IN SLAB. 1 -' 1 —1h 5 a -' a a w w W w w w SEE GEOTECH REPORT AND SPECIFICATIONS. II - EX15T1_ G SEE ENLARGEMENT ° a a a a � � � � � OO GOLD JOINT PER DETAIL 2, SHEET L-2.01. 5 3 _ --- FLAT NO K 'E', THIS DETAIL d a ° - I I THICKENED TURN DOWN EDGE AT LIGHT COLLAR WHERE RETAINING. '� SECTION - CONCRETE BAND SECTION - CONCRETE BAND W/ THICKENED EDGE ° NEW FLAT D. SAWGUT CONTROL JOINT < ZA a SEE RETAINING COLLAR SECTION, THIS DETAIL. �- B. EXPANSION JOINT WORK a t SCALE: 1- 1'-0 SCALE: I"= I- O 12 ELECTRICAL FULL BOX. SEE ELECTRICAL PLANS. LEGEND: EX I STING MUSCO LIGHT POLE FOOTING. GRIND AND REMOVE 4" DEPTH � I/4" RADIUS EDGE. ' CONCRETE FROM TOP OF FOOTING TO ALLOW FOR NEW CONTINUOUS _ I 2 PAVING FINISH SURFACE PER CONSTRUCTION PLAN, 4 w w CONCRETE POUR AND EXPAN51 ON JO I NT5. DO NOT EXPOSE REINFORCING LEGEND: SHEETS L-1.01 THRU L-1.03. PLAN VIEW - LIGHT POLE COLLAR AT RETAINING WALL PLAN VIEW - LIGHT POLE COLLAR ® SYN. TURF STEEL OF FOOTING. REMAINDER OF FOOTING IN PLACE. O THICKNESS AND FINISH VARIES. SEE CONSTRUCTION PLAN FOR �� O 1/4" DECK -O -FOAM EXPANSION MATERIAL BY: W.R. SCALE: I/2" = I' -O" SCALE: I/2" = I' -O" NOTES: S�EGLROGATBIONDA D FIDS // 174„ MEADOWS OR APPROVED EQUAL. INSTALL PER ® ALL CONCRETE TO BE TYPE I/V, MINIMUM COMPRESSIVE STRENGTH \ MANUFACTURER'S SPECIFICATIONS. (qOq) 4(oq-2606. 51-311 PER SPEG5. MAXIMUM WATER GEMENT RATIO (NIC) BE 0.5. SEE 2O 1/2" TOOLED RADIUS, ALL CORNERS AND EDGES OF CONCRETE. 1 I ® "GUN -GRADE" TWO-PART POLYURETHANE SEALER BY: 4 GEOTECH REPORT. O (1) #4 CONTINUOUS TOP AND BOTTOM AT THICKENED EDGE CONDITIONS AS SHOWN. I 1 APPROPECORVED CORPORATION (800) 523-6688, OR CONCRETE AND REINFORCING INFORMATION INDICATED HEREIN, ARE O PER PLAN MINIMUMS ARE BASED ON INFORMATION CONTAINED IN THE PROJECT ® ADJACENT CONCRETE PAVING. SEE CONSTRUCTION PLANS AND DETAIL I, THIS SHEET FOR \ _ _ _ - - _ _ _ - _ X I ST NG NEW FLAT � FOR BID PURPOSES: GEOTECHNICAL REPORT AVAILABLE AT THE TIME OF PREPARATION LOCATION, TYPE AND FINISH. FL�4T WOR WORK�� COLOR SHALL BE: P'°` OF THESE DOCUMENTS. I 2� PER PLAN SO SUBGRADE PREPARATION AND COMPACTION PER GEOTECH REPORT. 5EE SPECIFICATIONS. i i A. "LIMESTONE" (03q) IN FIELDS OF NATURAL GREY 3 ��_ �� CONCRETE. B "BEIGE" (5q5) IN FIELDS OF COLORED CONCRETE. 4 © GOLD JOINT PER DETAIL 2, THIS SHEET. E. ENLARGEMENT AT EXPANSION JOINT cV it a a FINAL SEALANT COLOR SELECTION SHALL BE PER G I TY 1 UPON REVIEW AND APPROVAL OF CONTRACTOR 12 PA 6 3 1 I I O PROVIDED PAVING SAMPLES IN THE FIELD. SEE 13 NOTES: SPECIFICATIONS. 2 I 4 X-0 i ® JOINT 5FAC I NG AS SHOWN ON CONSTRUCTION PLAN AND 5PEG I F I GATI ONS. ® LOCATE JOINTS PER O SPEED -DOWEL AT 15 " O.G. AT ALL JO I NTS W/#4 REBAR, SPECIFICATIONS UNLESS 12' 1211 q ° _ _ °o _ _ _ X -II ° • 5 MODEL NO. 5DOq/#4TX SPEED DOWEL SLEEVE WITH m ,o°o ooo o� r 0 0 0 • d ° I ° I ; =° < V> z ° I ° 11 w d BO ALL CONCRETE TO BE TYPE I/V, MINIMUM COMPRESSIVE STRENGTH PER SPEG5. MAXIMUM OTHERWISE INDICATED ON PLANS. PSD/#45X BASE AS PROVIDED BY GREEN5TREAK GROUP OR APPROVED EQUAL. (800) 325-g504. USE 1 I ° � IL WATER GEMENT RATIO (W/G) BE 0.5. SEE GEOTEGH REPORT. B SEALANT COLOR TO MATCH ONLY AT LOCATIONS WHERE NEW FLAT WORK I5 JOINING I a °• °d as ! < I °° CONCRETE AND REINFORCING I NFORMA71 ON INDICATED HEREIN, ARE MINIMUMS ARE BASED ADJACENT PAVING. EXISTING, TYPICAL. __ _ _ ,i o n o ^ SLOPE PER ° I° OTO XS SEALANT© EXISTING CONCRETE PAYING. CIVIL PLANS w 1L tX Z 13 III 6 ON INFORMATION CONTAINED IN THE PROJECT GEOTEGHNIGAL REPORT AVAILABLE AT THE BEALL ED DNWI�HNSILIG -' 1°•° ° ° p °° EO ° EQ- 3 O W p p 0 p Q III ° • " � O TIME OF PREPARATION OF THESE DOCUMENTS. JOINT.SANCUT „ BLADE WITH I /16 BEVEL AND D PROVIDE SAWGUT JOINTS AT O O N CONTINUOUS GRAGK CHASER P0575 AND BETWEEN v CENTERED FIELD ®CONCRETEDRILL D SET SPEED DOWELS IN EXISTING 1�- ° °I' I° ° °II ~v �- F�NG NG EE PLOANSALL PAV NG �--- W Ji Ji Ji .y -�I 1 ° ° ° pll / II° p 8" MIN. m sLOP�PEfi? I ° ° I CIVIL PLANS,,_ E ALL CONCRETE TO BE TYPE I I/V, T-77 MIN MINIMUM COMPRESSIVE STRENTH5-O 3/4" IF PAVING LF -55 THAN 4" TH GK. I'' IF PAVING 4" ------- � TO DAYLIGHT I PER SPECS. MAXIMUM WATER THICK OR GREATER. I _ GEMENT RA710 (NIC) TO BE 0.5. REPORT. PLAN! VIEW - LIGHT POLE COLLAR AT GRADE BEAM SECTION - o o A -A - RETAINING COLLAR (D LIGHT POLE OUTSIDE OF FIELD1 �Oo��Oo� SEE OE07ECH SCALE: I/2" = I' -O" SCALE: I" = I' -O" it II II - EXIS71NO MUSCO L10H7 CONCRETE COLLAR 4 CONCRETE SAND 2 CONCRETE JOIN75 UNDERGROUND SERV I CE SCAp PLANS PREPARED BY: �PNgACH � 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL REVIEWED: CONSTRUCTION DETAILS 7476-2 ALERT o �Q Oce q�� g .5� (19P11) 2 2020-0410 0 100% BID SET SUBMITTAL �,�� e y�ajmss Q N A� �� GRANT HOWALD PARK REHABILITATION 3 2020-04-28 100%BID SET / �U"��nm 4Apa �' Signatur �� 31591 Camino Capistrano San Juan Capistrano, CA 92675 J9CITY 08/31 /2021 � DESIGN GROUPRenewal (ENGINEER'S SEAL) L-2.01 PROJECT MANAGER Date www.RJMdesigngroup.com N� TWO WORK 1 NG DAYS 4/28/2020 �� Date DESIGNED: CS DRAWN: TM/TP CITY OF NEWPORT BEACH P -5264-S BEFORE YOU DIG o�� [949] 493-2600 OF CAL�� APPROVED PUBLIC WORKS DEPARTMENT NO. DATE DESCRIPTION OF REVISIONS CHECKED: DATE: SHEET 14 OF 51 CS 2019-12-05 E5 2x.80 LEGEND: 20' P 36.30 q- rj O CONCRETE PAYING. SEE CONSTRUCTION PLANS AND DETAIL I, SHEET L-2.01. IO Ea. I 8 12"/ 2O CONTI NUOU5 GOLD JO I NT. PER DETA I L 2, SHEET L-2.01. (5' MAX O.G. SPAG I NO) Ea. Ea. Ea. O CONCRETE FOOTING AND REINFORCEMENT AS SHOWN. --------- - — — —------------- HANDRAIL --- - ,q 4 HANDRAIL DETAILS DI THROUGH D -I, SEE DETAIL 4, THIS SHEET. 40 41 41 41 40 40 40 41 41 41 40 40 40 40O POURED- I N -PLACE CONCRETE CHEEK WALL WITH I" CHAMFER ONr (� ALL EDOE5. STEEL TROWEL FINISH. SEE CIVIL PLANS FOR 3�e D ORADE5 / FINISH SURFACE ELEVATIONS. O POURED- I N -PLACE CONCRETE STEPS. 5EE CIVIL PLANS FOR GRADES / FINISH SURFACE ELEVATIONS. NON -SLIP STEEL TROWEL FINISH. SEE DETAIL 4, ENLARGEMENT D4, THIS SHEET FOR TREAD. / / / / / / I I / / / 3 2 (TVP.) i SUPER FOR ROK 1-1/2" DIA. (1-7/8" O.D.) METAL POST, SPACED 4'-0" O.G. MAX. 5 34. 32.8 5 30.80 EMBED MIN. 12 IN CONCRETE PAV I NG / FOOTING. GORE DRILL OR AND GUN GRADE 4 S 33.3 T 1.30 35.3 PROV I DE 3" SGH. 40 PVC SET 1/2 " BELOW ADJACENT F I N I SH I I T i I SEALANT SURFACE. SECURE WITH SUPER POR -ROK OR APPROVED EaUAL, TO 1/2 BELOW ADJACENT FINISH SURFACE. APPLY 1/2 BEAD OF GUN rj GRADE" POLYMER SEALANT BY: PEGORA, OR APPROVED EQUAL, PLAN VIEW - CONCRETE STAIR TO TOP OF SUPER POR -ROK BACKFILL (800) 523-6570. COVER S W/HANDRAIL AT 5-I2 TOT LOT SURFACE OF NET SEALANT WITH SILICA SAND. SEALANT COLOR: TO 000, ----------SCALE: I/4" 1'-O" = MATCH ADJACENT CONCRETE. INSTALL POSTS SPACED EVENLY. V /_01 ® TOOL GROOVED TREADS. SEE DETAIL 4, ENLARGEMENT D4, THIS SECTION ENLARGEMENT 'C' SHEET. DIMENSION PER LOCATION ON CONSTRUCTION PLAN �exl SCALE: 3" = I' -O" ® FINISH GRADE, SEE CIVIL ENGINEERS PLANS. EXISTING FENCE REFERENCE IMAGE PLAN VIEW - 42" HIGH PIPE FENCE 4'-0" MAX O.G. SPACING 10 5UB5RAIDE PREPARATION AND COMPACTION PER GEOTECH SCALE: N.T.S. SCALE: 1/2" — 1'-0" REPORT. SEE SPECIFICATIONS. 4 II (2) #5 TOP AND BOTTOM REBAR, CONTINUOUS. Ea. Ea. Ea. Ea. GL �� Ea. (TO MATCH EXISTING) (TO MATCH EXISTING) (TO MATCH EXISTING) (TO MATCH EXISTING) j m 12 #4 REBAR x J AT 12" O.G. VERTICAL, CENTERED IN WALL. EX 1571 NO FENCE (4' MAX O.G. SPAG I NG) (4' MAX O.G. SPAG I NG) (4' MAX O.G. SPAG I NG) (4' MAX O.G. SPAG I NG) ALTERNATE BEND AT FOOTING AS SHOWN. 1 #4 REBAR AT 12" O.G. EACH WAY, AT MID HEIGHT OF SLAB. -------- ______________ PER 2 I I I 14 (2) #4 CONTINUOUS REBAR. 2" CLEAR FROM TOP OF WALL. PLAN II IOILI -j (TVP.) 2 X (oil EQ' I5 (2) #4 CONTINUOUS, TOP I$ BOTTOM REBAR. 3 GLR. MIN. II I -OMAX O.G. G G � ----�----------------------------1 MIN #4 NOSING BAR CONTINUOUS TYPICAL. ----------- --- 4 5SEE m I 2 I X I7 #4 REBAR AT 12" O.G. HORIZONTAL. 4 8 Ca = 3 0 p 4 12 ENLARGEMENT d (>_ C'S z W z_ O w m 0 I4 G. IS (2) #4 CONTINUOUS REBAR. 12 w 3 cv N In p O � to I6 D I� SPEED DOWEL AT 24" O.G. SPACING. SEE DETAIL 2 SHEET L-2.01, z p w a d / e O ' - X � � e ° ° e a °° 4A ed Z -I I ` d ° ° e ° ° ° d ° d ° I ° °e a ed °° °° ed e° d ° ° �I I ° ° e ° °° ° ° d d — _ ° n d ° ° ° a d I ° °° d° I I °a e I d °vl�l��1611 ° 4 D3 ° �) a °e e d °° ° a ° e ° de ° d ° 1 ° e e °e ° d °O \ I I I NOTES: — 1 = z III=III=I I a ° a PROVIDE SCALED SHOP DRAWIN65 OF HANDRAIL CONSTRUCTION FOR GNB ENGINEER'S REVIEW AND APPROVAL PRIOR TO _ _ ° I _ _ _ I e _—I `0— FABRICATION. SEE SPECIFICATIONS. — — _ _ ___ — _ _ _ THICKENEDI III ° — _— I =1 I I— _ = I = I IE rhEDGE f =III= &; 5 FABRICATION SHALL BE PER FIELD MEASUREMENTS VERIFIED BY „ _o I,2,O THE CONTRACTOR.D A = DIA. __��, MIN. — — _'1 I I= I -I I I _ 13 6 = 1 = It I I=III III=III= III= I — -,0�° TYP. G ALL STEEL AND F I TTI NOS SHALL BE METALIZED AND ZING/EPDXY (TYP•) I — — — �_, — \` Q TND RAILCOATED, BLACK, PER SPLENS. SUBMIT SAMPLE E POST SECTION - 42" HIGH PIPE FENCE I.� ,I IuLI II II��I II��I I I -III I �� SPECIFICATIONS. BGA oo S o ELDS AND FI S .SEE - - SECTION - 42" HIGH PIPE FENCE —III= I =I III= I — °SCALE: 1/2 - 1'-0" SCALE: 1/2 - 1'-0" _ ° ° I2 1= 1=1 I I 111= �. l ° Gil 0— ALL METALIZED STEEL PIPE SHALL BE SGH 40, UNLESS NOTED LEGEND: NOTES: z ° � m � ° ° 4 ° a TVP. OTHERWISE. =III III I III— ° ° ° ° Q 2% TYP O 1-1/2" SGH. 40 (2" O.D.). STEEL PIPE. © COMPACTED, MOISTURE -CONDITIONED ® PROVIDE SCALED SHOP DRAWINGS OF HANDRAIL CONSTRUCTION FOR GNB ENOINEER'S REVIEW AND `N_=I OE BEVEL ALL MEMBERS PRIOR TO WELDING. WELD 4 GRIND FLUSH. SUBORADE PER GEOTEGH REPORT. APPROVAL PRIOR TO FABRICATION. SEE SPECIFICATIONS. °-I/2" SGH. 40 (2" O.D.) STEEL PIPE POSTS �I ° =1 III=III=III = 2% TYPE O ALL METAL I ZED STEEL WELDS TO BE CONTINUOUS GROUND SMOOTH. AT 4' MAX O.G. SPAG I NG., AS INDICATED. O WELD 1 NEW PIPE T O E STI NO WELD SMOOTH OB FABRI GATI ON SHALL BE PER FIELD MEASUREMENTS VERIFIED BY THE CONTRACTOR. 3 CHEEK WALL FOOTING BEYOND. 6 I I— I I=III ° � ° I° O HEIGHT OF HANDRAIL FROM FINISH SURFACE OF TREAD TO TOP OF O NEW CONCRETE PAV I NO. SEE LANDSCAPE AND FLUSH. O ALL STEEL AND F TTI NGS SHALL BE METALIZED AND ZING/EPDXY TNEMEG COATED, BLACK, PER SPECS. 1 II 1 -III= HANDRAIL SHALL BE MAX 36''. CONSTRUCTION PLAN AND DETAIL 1, SHEET SUBMIT SAMPLE OF POST AND RAIL FABRICATION TO SHOW WELDS AND FINISH. SEE SPECIFICATIONS. L-2.01. ® ASPHALT PAVING. SEE CIVIL PLANS. z III—III- FOR "DX" GALLOUTS, REFER TO DETAIL 4, THIS SHEET FOR O ALL METALIZED STEEL PIPE SHALL BE SGH 40, UNLESS NOTED OTHERWISE. V= ° I I— I I I =III= I I HANDRAIL ENLARGEMENT DETAILS AND CONNECTIONS. q CONTINUOUS 2" POLYFOAM WRAP BY W.R. O THICKENED EDGE. SIMILAR TO DETAIL '4', m -1N �;I I F I I= 2 I=1 I I III=III O MEADOWS. HOLD FOAM DOWN " FROM TOP SHEET L-2.01. O BEVEL ALL MEMBERS PRIOR TO WELDING. WELD 4 GRIND FLUSH. :21- SECTION A -TYPICAL CONCRETE STAIRS W/HANDRAIL p I� — =III= I I= OH ALL CONCRETE TO BE TYPE II/V, MINIMUM COMPRESSIVE STRENGTH OF CONCRETE SURFACE. APPLY '' BEAD1O EXISTING FENCE RAILS. PROTECT -IN-PLACE. O ALL METALIZED STEEL WELDS TO BE CONTINUOUS GROUND SMOOTH. SCALE. 3/4" = I' o" PER SPECS. MAXIMUM WATER GEMENT RA710 (NIC) TO BE 0.5. 5EE OF 'GUN GRADE' SEALANT BY Per ORA OR —i=— GEOTECH REPORT. APPROVED EQUAL. POLYFOAM WRAP TO GL -I I — 3 III—III—III-I I I� Y FOR DEPTH OF II EXISTING CONCRETE PAVING. O ALL CONCRETE TO BE TYPE II/V, MINIMUM COMPRESSIVE STRENGTH PER SPECS. MAXIMUM NATER CEMENT SECTION B -GHEEKWALL =III ISI El Ell I I=I I O CONCRETE AND REINFORCING INFORMATION INDICATED HEREIN, BGONGRETEDBAND ED I- WRAP DOES NOT PROTECT -IN-PLACE. RATIO (W/G) TO BE 0.5. SEE GEOTEGH REPORT. SCALE: I" = I' -O" 12" MINS I I I III—III—III-I I I� ARE MINIMUMS AND ARE BASED ON INFORMATION CONTAINED IN EXTEND INTO FOOTING BELOW. 151, 5 THE PROJECT GEOTEGHN I GAL REPORT AVAILABLE AT THE TIME 12 #4 X ® EACH POST. HO CONCRETE AND RE I NFORG I NG INFORMATION INDICATED HEREIN, ARE MINIMUMS AND ARE BASED ON OF PREPARATION OF THESE DOCUMENTS. 5O POST FOOTING, AS SHOWN. # �8 INFORMATION CONTAINED IN THE PROJECT GEOTECHNICAL REPORT AVAILABLE AT THE TIME OF 13 4 CONT., TOP 4 BOTTOM PREPARATION OF THESE DOCUMENTS. O SEE CONSTRUCTION PLANS FOR LOCATION. O SEE CONSTRUCTION PLAN SHEET L-1.01 FOR LOCATION. 3 jClNCRE7E STAIRS, HANDRAIL, AND CHEEK WALL I I 17UE3ULAR STEEL HANDRAIL EXTENSION 2 y2" GLR. LEGEND: 2 3 MAX N� `\ / `\ / // Oj CONCRETE PAVING. SEE CONSTRUCTION PLANS AND DETAIL I, SHEET L-2.01. / O CONTINUOUS GOLD JOINT. PER DETAIL 2, SHEET L-2.01. 4'-0" MAX O.G. SPACING O CONCRETE FOOTING AND REINFORCEMENT AS SHOWN. ® HANDRAIL DETAILS DI THROUGH D4, SEE DETAIL 4, THIS SHEET. 4 2 I I I O5 POURED- I N -PLACE CONCRETE CHEEK WALL WITH I'' CHAMFER ON ALL EDGES., WHERE OCCURS ON 6 2 I I 4 CONSTRUCTION PLANS. STEEL TROWEL FINISH. SEE CIVIL PLANS FOR ORADE5 / FINISH SURFACE DI - HANDRAIL MID -CONDITION SECTION VIEW 23 - HANDRAIL END CONDITION PLAN VIEW�� ELEVATIONS. SCALE: 1" = 1'-O" SCALE: 1" = 1'-O" TYP. ALL TREADS] _ \ {'� POURED -IN-PLACE CONCRETE STEPS. SEE CIVIL PLANS FOR GRADES / FINISH SURFACE ELEVATIONS. NON -SLIP STEEL TROWEL FINISH. SEE DETAIL 4, ENLARGEMENT D4, THIS SHEET FOR TREAD. 1-1/2" DIA. (1-7/8" O.D.) METAL POST, SPACED 4'-0" O.G. MAX. EMBED MIN. 12" IN CONCRETE PAV I NG / FOOTING. GORE DRILL OR PROVIDE 5"50H. 40 PVG SET 1/2" BELOW ADJACENT FINISH SURFACE. SECURE WITH SUPER POR -ROK OR APPROVED EQUAL, TO 1/2" BELOW ADJACENT FINISH \ SURFACE. APPLY 1/2" BEAD OF "GUN GRADE" POLYMER SEALANT BY: PEGORA, OR APPROVED `{ S \ PER Q 2 EQUAL, TO TOP OF SUPER POR -ROK BACKFILL (800) 523-6570. COVER SURFACE OF NET 1LAN m SEALANT WITH SILICA SAND. SEALANT COLOR: TO MATCH ADJACENT CONCRETE. INSTALL REFERENCE IMAGE X -j 14 2 YP 12" MIN il POSTS SPACED EVENLY. SCALE: N.T.S. I ® TOOL GROOVED TREADS. SEE DETAIL 4, ENLARGEMENT D4, THIS SHEET. 2 LEGEND NOTES: _ _ O FIN 1 SH GRADE, SEE G I V I L ENO I NEER5 PLANS. —`t I 2" DIA. HOLLOW STEEL BALL -II GAUGE. INSTALL AT ALL A PROVIDE SCALED SHOP DRAWINGS OF HANDRAIL CONSTRUCTION I m 5 ° 10 5UBGRADE PREPARATION AND COMPACTION PER OE07ECH REPORT. SEE SPECIFICATIONS. \ O VERTICAL POST CONDITIONS WELD TO TOP OF POST, TYP I GAL. O FOR GNB ENGINEER'S REVIEW AND APPROVAL PRIOR TO ° ° _ - ' ° ° _—III=III 11 (2) #4 TOP AND BOTTOM REBAR, CONTINUOUS. FABRICATION. SEE SPEC IFICAT IONS. r�--- _ o ---- --- 2 1-1/2" DIA. (1-7/8" O.D.) METAL RAIL, WELD TO POST AND -- - J' - — j O HANDRAIL SUPPORT BRACKET CONTINUOUS. BO FABRICATION SHALL BE PER FIELD MEASUREMENTS VERIFIED BY I ! 2% TYP. � � ° � III=III= I 12 (2) #4 CONTINUOUS REBAR. THE CONTRACTOR. _ _ ° _ ° I I I I II I I= I (THICKENED 13 #4 REBAR AT 12" O.G. EACH WAY, AT MID HEIOHT OF SLAB. O 1-1/2" DIA. (I-7/8" O.D.) METAL POST, SPACED 4'-0" O.G. MAX. ° I ° I I N EDGE =III _ ~ W I — = P° ° p _ _ _ 14 #4 NOSING BAR, CONTINUOUS, TYPICAL. EMBED MIN. 12 IN CONCRETE PAV I NG /FOOTING. GORE DRILL GO ALL STEEL AND F I TTI NG5 SHALL BE METALIZED AND ZING/EPDXY =z � � �t — — O 1 OR PROVIDE 3" SGH. 40 PVG SET 1/2" BELOW ADJACENT FINISH TNEMEG COATED, BLACK, PER SPECS. 5U5M1 T SAMPLE OF POST —_ O w _ I I I I I—III— - — I 1 3 III 13 _- 1 a I ° m IS SPEED DOWEL AT 24" O.G. SPACING. SEE DETAIL 2, SHEET L-2.01. SURFACE. SECURE WITH SUPER POR -ROK OR APPROVED EQUAL. AND RAIL FABRICATION TO SHOW WELDS AND FINISH. SEE I I=III=N m p 1 — I I=III I °° a TO 1/2" BELOW ADJACENT FINISH SURFACE. APPLY 1/2" BEAD SPECIFICATIONS. -III-I 11-1� 111— I ISI III—III NOTES: O a O 6 D4 -SAFETY STRIP GROOVES AT TREADS OF "OUN GRADE" POLYMER SEALANT BY: PEGORA, OR =I I I=I I =III=I I I I I ; 11 I—I I=N'1=1 1=1 I A PROVIDE SCALED SHOP DRAWINGS OF HANDRAIL CONSTRUCTION FOR GNB ENGINEER'S REVIEW SCALE: 3 - I -O APPROVED EaUAL, TO TOP OF SUPER POR -ROK BACKFILL DO ALL METALIZED STEEL PIPE SHALL BE SGH 40, UNLESS NOTED III=III=III=III 3 = 12" I I O AND APPROVAL PRIOR TO FABRICATION. SEE SPECIFICATIONS. cj (800) 523-6570. COVER SURFACE OF WET SEALANT WITH OTHERWISE. —III—III—III- I I MIN. z = SILICA SAND. SEALANT COLOR: TO MATCH ADJACENTB FABRICATION SHALL BE PER FIELD MEASUREMENTS VERIFIED BY THE CONTRACTOR. O ja a as a CONCRETE. INSTALL POSTS SPACED EVENLY. EO BEVEL ALL MEMBERS PRIOR TO WELDING. WELD 4 GRIND FLUSH. I I I I I I I I I I11-11 I I I I O a O ALL STEEL AND F I TTI NGS SHALL BE METALIZED AND ZING/EPDXY TNEMEG COATED, BLACK, PER a ®3/4" SGH 40 STEEL HANDRAIL BRACKET (WELD TO POST), O ALL METAL I ZED STEEL WELDS TO BE CONTINUOUS GROUND SECTION - CONCRETE STEPS W/HANDRAILSPECIFICATIONS. MITAMPLE OF POST AND RAIL FABRICATION TO SHOW WELDS AND FINISH. SEE THREADED THROUGH POST, PROVIDE CONTINUOUS WELD. SMOOTH. SCALE: 3/4 _ IO a a ALL CONCRETE 70 QALL METALIZED STEEL PIPE SHALL BE SGH 40, UNLESS NOTED OTHERWISE. = 8 5O PROVIDE TOOL GROOVED TREADS AS DIMENSIONED ON ALL O STRENGTH PER SPEGBS. MAXIMUM WATER CEMENTTYPE II/\/, MINIMUM (NIC) TO ESSIVESEE DETAIL '3', SECTION 'B', THIS SHEET FOR GHEEKWALL DETAIL. O BEVEL ALL MEMBERS PRIOR To WELDING. WELD 4 GRIND FLUSH. D TREADS. TREAS SHALL RECEIVE 3 WIDE NON -SLIP SAFETY rn z —III= 1 PAINTED STRIP, CONTINUOUS ALONG LENGTH OF EACH STEP. BE 0.5. SEE GEOTECH REPORT. O ALL METALIZED STEEL WELDS TO BE CONTINUOUS GROUND SMOOTH. COLORS: YELLOW AT TOP AND BOTTOM RISERS / BLACK ON I' DIA. ALL INTERMEDIATE RISERS. PAINT BY: MONOPOLE INC., TYPE: O CONCRETE AND REINFORCING INFORMATION INDICATED HEREIN, O HEIGHT OF HANDRAIL FROM FINISH SURFACE OF TREAD TO TOP OF HANDRAIL SHALL BE MAX MIN. FLOORGOAT, MODEL: 2400 / 2500, OR APPROVED EQUAL. ARE MINIMUMS AND ARE BASED ON INFORMATION CONTAINED IN 5(oll. INSTALL PER MANUFACTURER'S SPEC I F I GATI ONS (818) 500-8585 THE PROJECT OEOTECHN I GAL REPORT AVAILABLE AT THE TIME OF PREPARATION OF THESE DOCUMENTS. FOR "DX" CALLOUT5, REFER TO DETAIL 4, THIS SHEET FOR HANDRAIL ENLAROEMENT DETAILS D2 - CHEEK WALL HANDRAIL FOOT 1 NO AT STEPS SECT 1 ON VIEW © STAIR PAVING NATURAL GREY CONCRETE WITH STEEL TROWEL, AND CONNECTIONS. SCALE: I" = 1'-0" NON -SLIP FINISH. SEE DETAIL I, SHEET L-2.01. IO SEE CONSTRUCTION PLANS FOR LOCATION. HO ALL CONCRETE TO BE TYPE II/V, MINIMUM COMPRESSIVE STRENGTH PER SPECS. MAXIMUM WATER O SUBORADE PREPARTION AND COMPACTION PER OEOTEGH GEMENT RATIO (W/G) TO BE 0.5. SEE GEOTEGH REPORT. CONCRETE AND RE I NFORC I NO INFORMATION INDICATED HEREIN, ARE MINIMUMS AND ARE BASED REPORTS. SEE SPEC F I GAT I ONS. 0 ON INFORMATION CONTAINED IN THE PROJECT GEOTECHN I GAL REPORT AVAILABLE AT THE TIME ® CONCRETE FOOTING AS SHOWN. OF PREPARATION OF THESE DOCUMENTS. O REINFORCEMENT, REFER TO DETAIL 3, THIS SHEET. 4 CONCRETE STAIRS AND HANDRAIL ENLAR0E`I�EN75 12 GONGRETE STEPS (2 OR LESS) UNDERGROUND SERVICERp''EC �O FOR STRUCTURAL ASPECTS P�IDSCAPF PLANS PREPARED BY: 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL REVIEWED: 74 76-2 ALERT COQ �- �9l ONLY. STRUCTURAL ENGINEER p �' �NgACH �q� 2 2020-04-10 100% BID SET SUBMITTAL CONSTRUCTION DETAILS (19P11) DOES NOT ASSUME ANY �� 5�? F"s �'y j. RESPONSIBILITY FOR DIMENSIONS �_ Fo A ■F GRANT HOWALD PARK REHABILITATION n U �' N m 3 2020-04-28 100% BID SET H���®� W No. 52827 �, AND ANY AND ALL ITEMS J � . ,� p � 31591 Camino Capistrano DESIGN (ENGINEER'S SEAL) L-2.02 4A /Fv 4/24/2020 RELATED TO ARCHITECTURAL, ignatur San Juan Capistrano, CA 92675 CITY PROJECT MANAGER 51 nod 08/31/2021 V `� PRECAST ITEMS AND OTHER Renewal Date www.RJMdesigngroup.com GROUP DESIGNED: DRAWN: 2690 TWO WORKING DAYS s�gT�TRucT��P�\P gISc�IP2OES. `�yT 4/Date20 ���� [949]493-2600 F �Fo-�� � �o I CS TM/TP CITY OF NEWPORT BEACH P -5264-S BEFORE YOU DIG OF CAS DATE OF CALF NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: PUBLIC WORKS DEPARTMENT CS 2019-12-05 SHEET 15 OF 51 L.O.W. X X 1\ \ _ - - _ -- - 145 - 145 X \ ° a °°d ° 0- -- 14 - - - - = CONDITION "C" ;0 °a °d � _ 40 d a = - a ° ° ° d ° - a d 44 -Ilk- - ---- d a rA g-7 I L-2.04 -7 I C B --_ L-2.04 I ■ L-2.04 L-2.04 2' 1 ~ I8 _- 40 Ot.41 8N 111 CONDITION "A" I I XX D I I I z w------------- !L p 14 - I v d a ■ � d I I - J I ° I o ■ L ILI d C \° G d V J V d �/\D Z _-_-- lu d OL O • d ■I d z O v ■ z O - \\ CONSTRUCTION SHEDULE CONSTRUCT: DETAIL REFERENCE/ o \ ■ z z MODEL NUMBER: O v _ Z lu O O CONCRETE GRADE BEAM Detail - Sheet L-2.04 Detail - Sheet L-2.05 ° ■ 2 MASONRY BLOCK RETAINING WALL GRADE BEAM W/ NETTING POLES AND 42" HIGH FENCING Detail - Sheet L-2.05 Detail - Sheet L-2.06 I - ■ ° c 5 MASONRY BLOCK RETAINING WALL $ GRADE Detail - Sheet L-2.05 X d O BEAM W/ 42" HIGH FENCING ONLY ■ 0 O4 MASONRY BLOCK RETAINING WALL ONLY Detail 5 Sheet L-2.01 I ■ O5 42" HIGH TUBULAR STEEL FENGINO Detail I Sheet L-2.16 ° O12' HIGH BALL CONTAINMENT NETTING POLES (WITH NETTING) Detail - Sheet L-2.06 �� ° ■ _ ■ OIING MASONRY WALL TO EMA PROTECT INSEE DEMOLITION RLACE OON PLAN IS" 8 EXISTING MU5CO LIGHT WITH NEW CONCRETE COLLAR PROTECT IN PLACE SEE DEMOLITION PLAN ❑ d ° \ ■ O ■ Detail 6 Sheet L-2.01 - Oq 42" HIGH TUBULAR STEEL Detail 2 5heetL-2.16 D 5LIDINC MAINTENANCE LATE ■ L-2.04 10 EXISTING MUSGO LIGHT TO BE REMOVED, PER DEMOLITION � ■ PLANS in � �J I ■ A o d I � ° J d o L-2.05 I a ° d a d d z Z O t, — �? I IF L-2 O � z O O � �41, �O4 v _0 , ° d 18" a TERMINAL / CORNER t ° ■ X POLE O � d GORNE POLE ,- CONDITION "F" - ■ z 5' 5' 51 I \ -'� I O — O.G. MAX I 50 �� MAX,T#!( �� �� 50--9 MAX, . 8 O O.G. MAX I J LINE POLE F L-2.04 J O.G. ,- 2 8 2 MAX G I L-2. 7 z 0 H ❑ ❑ L-2.05 TERMINAL /CORNER _ _ _ ,- ,- ,- ,- ,- ,- ,- ,- ,- ,- ,- ,- ' _ _ _ d ry _-_ - �� - - a ° POLE F ,.,■,.,■,■,.,■,.,■,■,.,■,■;.,■�,�,■�,.�,■�,.�,■�,■�,■�,:�,■� ,■�,�-�,.� ,.�,.�,�,.� --__ CORNER POLE - tu 3 - - `T °° ■ ■ r ' - _- 1L m o LL to 0 --- -- d 43 ° ° 0O ■ ■ ■ ■ ' ■ ■ — ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ r • L.O.W. CONDITION "G" CONDITION "I" i O RADE BEAM AND RETA I N I NO MALL <F."%r MAP ENLAROEMENT UNDERGROUND SERVICE o ?ALERT � A L L e �.1DSCAp �O �PNBACH Z/F q�� � "SF ti �_ o A U n PLANS PREPARED BY: ,, �� 1 2020-03 24 100% FINAL CONSTRUCTION DOCUMENT ° BID SET SUBMITTAL loon° 100% BID SET SUBMITTAL REVIEWED: CONSTRUCTION DETAILS GRANT HOWALD PARK REHABILITATION 7476-2 (19P11) 2 2020-04-10 3 2020-04-28 4A40 ignatur V 31591 Camino Capistrano DESIGN (ENGINEER'S SEAL) I L —2.03 I I I 08/31/2021 Renewal Date San Juan Capistrano, CA 92675 GROUP CITY PROJECT MANAGER N� www.RJMdesigngroup.com DESIGNED: DRAWN: TWO WORK 1 NO D?�Y5 4/27/2020 �Q' 1 DateFO�� CS TM/TP CITY OF NEWPORT BEACH P-5264- BEFORE YOU DIO O' 51 10, 20, OF CAO [949] 493-2600 phone DESCRIPTION OF REVISIONS APPROVED DATE: 2019-12-05 PUBLIC WORKS DEPARTMENT NO. DATE CHECKED: CS SHEET 160F 51 8 a �O L 1Lu T_ — = DOO 000 O v TOP OF IoQ�o�oQ I o 18 I INFILL —I OOO o0 I a FLUSH a °a OOoOOQ 77 o a II III—ISI ��i Oiii Ilii iii Ilil III�IIIIII, GOND I TI ON A - GRADE BEAM AT EX 15T1 NO MASONRY WALL SCALE: 1-1/2" = 1'-0" 18" TYP. � 12 TOP OF INFILL N I FLUSH I I I 4 14 O oaOO \111 Z C a0O C a0 LU z ° I• ° i 1 i° • j O oO�lp " O�o00�00 (Y IL I ° b i 4 -- w X J I I I I = (Xl = 1- �} I—(A w 6 jFil 4 ° d — — oi_- I • ° ° • I GLR. — a ° 1 ° ' 4 ° ° p [(TYP.) �} I d°43 I GLR. I I 14 lu Imp d � = i° ° ° my I L I I I ° o ° 11 10 sl� - —] I � rE IIII I—III~ CONDITION D - GRADE BEAM WITH 18" MAX RETAINING SCALE: 1-1/2" = 1'-0" 24" TYP. z i 12 �< LU V !L 5 I TOP OF X J INFILL X cV FLUSH 13 ---- ---- ----------- -LU O��o O�Ooo 00 s W 0 00000Dao0�Dao I BENCH PER I• I I I I I C I O O o O o 8 CIVIL PLANS ° � I w I I° 2-m I - P p�P i a i l l Q i ad i I— NI w i a° a l° 4 I I ;, 3 � TYP.) ° 1 • ° I ° i • 3 _ ( - _. w °i° 1 4 (TYP.)LU — m� 1 — t 13 IL ° 1. 4 1 LLI Z LU a O - LU �a L ° 4 ° ° ° F I I - ° °I r ° a 4 L my °� UNDERGROUND SERVICE 12" MIN. ALERT 0 GALL: CONDITION F = GRADE BEAM AT FENCE POST W 1 TH 10" MAX RETAINING0 SCALE: 11/2I I O O S 11 GONGRETE C RADE BEAM $ RET. WALLS TWO WORK 1 NO DAYS BEFORE YOU D I G IS" TYP. �'1 I �IIIIIIIIIIIIIII—III SCALE: 1-1/2" = 1'-0" 15" TYP. I NO I 12 �✓ 1 TOP OF INFILL �y FLUSH d r d �;��O�o��O�o ° i i• i a OD o O� p i O,I��o/�fTO^/0� 0 I ° Z a i 44 I —ry w I w� 1 ' _�_ I I _ _ =1 ° 4 ° ° 4 °I°— O d a d l 4— I (TYP.) _ - IL 3' MIN. d i ° dl ° 14 -BEND IN FTG. 6 z PER PLANS a d i d Q dQ i 4 AS SHOWN cVVLU V 4 ° 1 • ° ° ° I1 1� - 4 4 _ IL - = O I w lv ° –III— m �, I 111 I p a • I � °° 4 a � 4° °--------------- I 1 1 d ° ° ° a d Q 47 v° I � I13� IIiiI i VIII I I— CONDITION E- GRADE BEAM W 1 TH 50" MAX BETA I N I NO SCALE: 1-1/2" = I'-0" 24" TYP. MIN TO ° ° Id ° d ° _ DAYLIGHT 10 CONDITION F - GRADE BEAM AT NETT I NO POLE W 1 TH 10" MAX BETA I N I NO SCALE: 1-1/2" = I'-0" QR( ES `7 / FOR STRUCTURAL ASPECTS �PNOSCApF q PLANS PREPARED BY: 1 11 ONLY. STRUCTURAL ENGINEER �O s�NsacH ZICF OYO� �� DOES NOT ASSUME ANY �`� CD �sF 'S� 2 RESPONSIBILITY FOR DIMENSIONS U o m 3 Ii No. 52827 F� AND ANY AND ALL ITEMS _, 31591 Camino Capistrano DESIGN _ �1RELATED TO ARCHITECTURAL, U 0831/2021 V San Juan Capistrano, CA 92675 GROUP 1g"' PRECAST ITEMS AND OTHER Renewal Date www.RJMdesigngroup.com rJ sTRL CTURP� \P DISCIPLINES. N� 4/2712020 111 [949] 493-2690 fax Date q�F �F CALYF��� DAre� 9TF OF CA` \FO�� [949] 493-2600 phone NO. �o+�S '4;E � tiG /j C) 1' BENCH 4�W = V cv< civ 18" TYP. TOP OF INFILL FLUSH J 0000 job ° Zo Lc 8= 18 I 1 ... ... 1 1 1 I= i EH -di 11- " CONDITION C - GRADE BEAM AT SLOPE SCALE: 1-1/2" = 1'-0" �„� !•g BENCH d� 6 0 �J �112 TOP (-Y /�\`��J INFILL FLUSH I I I ■ I ' B rA D C L-2.04 L-2.04 L-2.04 L-2.04 `I • ■1 �I I I o p �O4 - I ■ J I I E L-2.05 ■ L-2.04 i F G H F ' L-2.04 L-2.05 L-2.05 -2.041 I o L-2.07 o ----------Z-7-------------=---C-T------------Y----------------------------------r-------------------------------- r --------------- r --_---------_- - -----------------Y --------------- ---------- ----- -r-� 9 c z 1 1 i i i `1' `i `i `i i i ■ .._.._.._.._.._■■_■■_■■_■■_■■_■■_■■_■■------ ------ _■■_■■_■■_■■_■■_■■_■■_■■_■■_■■_■■_■■_.._.._■■_■._.._.. .._..- L.O. W. 51 TE PLAN ENLARGEMENT I SCALE: I" = 50'-0" L-2.07 2020-03-24 �J 5GALE: 1-1/2" = 1'-0" 100% BID SET SUBMITTAL LEGEND: 15 (2) #4 CONTINUOUS T 4 B, AND 12" O.G. OCONTINUOUS, POURED IN PLACE CONCRETE GRADE BEAM W/TOPGA5T NO. 5 FINISH. 1/2" TOOLED RADIUS AT ALL CORNERS AND EDGES. DEPTH 16 EXISTING SUB DRAIN. PROTECT IN PLACE. SEE DEMOLITION AND AND WIDTH OF GRADE BEAM PER CONDITION ENLARGEMENTS TH15 GRADING PLANS. DETAIL, CONSTRUCTION PLANS AND CIVIL ENGINEERS GRADING PLANS. STRUCTURAL REINFORCEMENT AS SHOWN. 17 #4 REBAR ® 12" O.G. TRANSVERSE. O2 5/8" THICK X 10"5a. BASE PLATE. ALIGN BASE PLATE CENTER W/ ® (2) #4 CONTINUOUS REBAR. CENTERLINE OF POLE AND FOOTING 1� (2) #5 CONTINUOUS T 4 B REBAR AND 12" O.G. MAX REBAR. O #5 REBAR @ 12 O.G. ® (3) #3 REBAR TIES 2" O.G. @ ® GOLD JOINT. SEE DETAIL 2, SHEET L-2.01. 21 (6) #5 VERT. REBAR W/#3 HOOP TIE e 10" O.G. O 1/4" THICK TOOLED CONTROL JOINT5 EVENLY SPACED BETWEEN AND CENTERED AT ALL TUBULAR STEEL FENGE AND NETTING SUPPORT POSTS. ® 12'-0" HT. (ABOVE F.S.) H55 6 X 0.375 BALL CONTAINMENT LINE NETTING SEE DETAIL 2, SHEET L-2.01. POSTS. 12'-O" HT. (ABOVE F.S.) H55 6 X 0.500 CORNER AND TERMINAL © ADJACENT CONCRETE PAYING OR BANDING. SEE CONSTRUCTION PLANS NETTING POSTS. FULLY INCASE IN CONCRETE BELOW GRADE, A5 SHOWN. NETTING POLES HAVE BEEN DESIGNED TO ACCOMMODATE POTENTIAL FOR TYPE, FINISH AND LOCATION. SEE DETAIL 1, SHEET L-2.01 AND EXTENSION TO 20' HEIGHT, MAX. ALIGN FENCE P05T5 WITH CENTER OF DETAIL 4, SHEET L-2.01. NETTING POLES. SEE SHEET L-2.06 FOR DETAILS AND CONSTRUCTION PLAN FOR LOCATION OF CORNER, LINE AND TERMINAL POLES. O ADJACENT SYNTHETIC TURF FIELD. SEE CIVIL ENGINEER'S PLANS FOR FIN15H GRADES. SEE SYNTHETIC TURF PLANS FOR COMPLETE TURF ® #4 REBAR ® 12" O.G. VERTICAL AND HORIZONTAL. SECTION; INCLUDING DRAINAGE„ BASE MATERIAL, FABRICS, AND INFILL. NOTES: ® ADJACENT PLANTING AREA OR SLOPE AREA. SEE CONSTRUCTION PLANS ® FOR FINISH GRADE ELEVATIONS SEE GIVIL PLANS. AND PLANTING PLANS. © ALL TUBULAR STEEL FENCING AND/OR FITTINGS SHALL BE METALIZED ® EXISTING MASONRY WALL W/FOOTING. PROTECT IN PLACE. SEE AND ZING/EPDXY TNEMEC COATED, BLACK, PER SPECS. SUBMIT DEMOLITION AND GRADING PLANS. SAMPLE OF POST AND RAIL FABRICATION TO SHOW WELDS AND FINISH TO GNB ENGINEER FOR REVIEW AND APPROVAL. SEE O 5UB5RAPE PREPARATION AND COMPACTION PER GEOTEGH REPORT. SPECIFICATIONS. SEE SPECIFICATIONS. II PROVIDE CONTINUOUS I/2 POLYFOAM WRAP BY W.R. MEADOWS AT TOP O ALL FENCING METALIZED STEEL PIPE SHALL BE SGH 40, UNLESS NOTED OTHERWISE. 8" OF POLES. EMBED INTO CONCRETE. PROVIDE 1/2" SEALER BEAD OF POLYURETHANE AT TOP OF WRAP, FLUSH WITH ADJACENT CONCRETE. OD BEVEL ALL MEMBERS PRIOR TO WELDING. WELD 4 GRIND FLUSH. 12 42" HT. 5" O.D., 11 GAUGE, TUBULAR STEEL FENCE POSTS, 5'-0" MAX O.G. O ALL FENCING METALIZED STEEL WELDS TO BE CONTINUOUS GROUND 5PAGIN5. SEE SHEET DETAIL I, SHEET L-2.16 FO FENCE DETAILS. EMBED SMOOTH. POSTS MIN. 12" IN CONCRETE FOOTING VIA GORE DRILL OR PROVIDE 4" 50H. 40 PVC SLEEVE. SECURE WITH 5UPER POR -ROK. BY GMP, INC. O ALL CONCRETE TO BE TYPE II/V, MINIMUM COMPRESSIVE STRENGTH CONTACT: (500)126-1a45 OR APPROVED EQUAL TO 1/2" BELOW PER SPECS. MAXIMUM WATER GEMENT RATIO (W/C) TO BE 0.5. SEE ADJACENT FINISH SURFACE. APPLY 1/2" BEAD OR "GUN GRADE" GEOTECH REPORT. POLYMER SEALANT BY: PECORA. CONTACT: (800) 525-6570, OR APPROVED EQUAL, TO TOP OF SUPER FOR ROK BACKFILL. COVER O CONCRETE AND RE I NFORG I NG INFORMATION INDICATED HEREIN, ARE SURFACE OF NET SEALANT WITH SILICA SAND. SEALANT COLOR: TO MINIMUMS AND ARE BASED ON INFORMATION CONTAINED IN THE MATCH ADJACENT CONCRETE. SLOPE TO DRAIN AWAY FROM POST. PROJECT GEOTECHNICAL REPORT AVAILABLE AT THE TIME OF SEE SPECIFICATIONS. PREPARATION OF THESE DOCUMENTS. 13 PROVIDE CONTINUOUS MIRADRI 860 WATERPROOF MEMBRANE AND O SEE CONSTRUCTION PLANS FOR LOCATION. MIRADRAIN 6200 DRAINAGE COMPOSITE BY CARLISLE, INC. OR ENGINEER APPROVED EQUAL. INSTALL PER MANUFACTURER'S O PROVIDE Y4" THICK TOOLED CONTROL JOINT5 EVENLY SPACED SPECIFICATIONS. CONTACT: JAMES HEIDT AND ASSOCIATES BETWEEN AND CENTERED AT ALL TUBULAR STEEL FENCE AND NETTING (818)248-8677. SUPPORT POSTS. PROVIDE AT ALL q0° CORNERS. SEE DETAIL 2, 14 #4 X ®12" O.G. SHEET L-2.01. I I O EXTEND CONCRETE GRADE BEAM MINIMUM 12" BELOW LOWEST < ADJACENT GRADE AT RETAINING CONDITIONS, U.N.O. � _ o I I I ■ I ' B rA D C L-2.04 L-2.04 L-2.04 L-2.04 `I • ■1 �I I I o p �O4 - I ■ J I I E L-2.05 ■ L-2.04 i F G H F ' L-2.04 L-2.05 L-2.05 -2.041 I o L-2.07 o ----------Z-7-------------=---C-T------------Y----------------------------------r-------------------------------- r --------------- r --_---------_- - -----------------Y --------------- ---------- ----- -r-� 9 c z 1 1 i i i `1' `i `i `i i i ■ .._.._.._.._.._■■_■■_■■_■■_■■_■■_■■_■■------ ------ _■■_■■_■■_■■_■■_■■_■■_■■_■■_■■_■■_■■_.._.._■■_■._.._.. .._..- L.O. W. 51 TE PLAN ENLARGEMENT I SCALE: I" = 50'-0" L-2.07 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL 2020-04-10 100% BID SET SUBMITTAL 2020-04-28 100% BID SET DATE DESCRIPTION OF REVISIONS LEGEND AND KEY MAP REVIEWED: (ENGINEER'S SEAL) CITY PROJECT MANAGER DESIGNED: DRAWN: CS TM/TP APPROVED CHECKED: DATE: CS 2019-12-05 CONSTRUCTION DETAILS GRANT HOWALD PARK REHABILITATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 7476-2 (19P11) L-2.04 P -5264-S SHEET 17 OF 51 32" TO FACE OF WALL 2(b = _ CONDITION C - PLAN VIEW PIER FOOTING SCALE: I -I/2" = I'-0" d z_ 12 G7-W/i i"A i W F-7�1 ------------ _ Iq — CONDITION G _ GRADE BEAM AND WALL AT NETTING POLE (5'-6" MAX RET.)�� CONDITION 5 _ GRADE BEAM AND WALL AT FENCE POST (5'-6" MAX RET.) SCALE: 1-1/2 - I -0 — SCALE: 1-1/2 = I -O 24" TVP. CF I 10 DRAINDA E PER 0k W I NO AND8 I I TOP OF 8 I CIVIL PLANS N 0� INFILL cv FLUSH I °a ° v ° I ED o° I a • ° cl I a i 1_ GLR. a a v _10 _- a w —1 a • (TVP.) Q m IX ° • ° II II CONDITION H - GRADE BEAM AT FENCE POST AT PLANTER SCALE: 1-1/2" = 1'-0" GONGRETE GRADE BEAM AND RETAINING WALL ENLARGEMENTS � LEGEND AND KEY MAP a v _ =m z :y N EH W: 1EH__ - 204 L-2. E -2. F 2. � IIIIIIIII—III � I —_ Lp —1z - EEI i Ell I MI i 1 2-1/4" GLR. ® DOWELS, _ ALSO = I _ =1 PER CIVIL 15 I .I i II I 1=1 j0 0 000 W °I 000 - �O 0 - 6I E I-� --�- a --o-----------------�------ ---- Q------- -------- -7------o --- I — Ell GOND 1 TI ON J - RET WALL AT FENCE POST (5' MAX RET.) SCALE: 1-1/2" = 1'-0" -2. -2. Il- ------ ...■®.._.._........ _........ ...... ...... ...... ...... _ .. ._. .�. SITE PLAN ENLARGEMENT ■ L.O.W. � I SCALE: I" = 30'-O" L-2.07 UNDERO ROUND SERV I GE S FOR STRUCTURAL ASPECTS NDSCgp 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL REVIEWED: ALERT �D Q ONq� ONLY. STRUCTURAL ENGINEER �PNeACH Z/F qPLANS PREPARED BY: CONSTRUCTION DETAILS 7476-2 `� E 0 as °F 2 2020-04-10 �c�, �Olr DOES NOT ASSUME ANY =� s� mss y, �. 100% BID SET SUBMITTAL (19 P 11) ��� e RESPONSIBILITY FOR DIMENSIONS o m �� GRANT HOWALD PARK REHABILITATION No. 5zoz/ AND ANY AND ALL ITEMS — n 3 2020-04-28 100% BID SET L-2.05 w m -� A -i 31591 Camino Capistrano DESIGN (ENGINEER'S SEAL) L-2 ■ 05 4�2i�2o2o � RELATED TO ARCHITECTURAL, Ignatur San Juan Capistrano, CA 92675 CITY PROJECT MANAGER Signed Renewal 2021 V DESIGNED: DRAWN: VIL PRECAST ITEMS AND OTHER Renewal Date www.RJMdesigngroup.com GROUP TWO WORKING DAYS ��q STR�C T \1F�P� ��Q gl//s33cppl//P��LI0:22. N9T 4/27/2020 ��`� I949] 493-2690 g49] 493-2600 CS TM/TP CITY OF NEWPORT BEACH P -5264-S BEFORE YOU DIG lF OF CALYF�� E'�p OR OF CAS-��O I NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: 8 PUBLIC WORKS DEPARTMENT Q CS 2019-12-05 SHEET 1 OF 51 LEGEND: 15 PROVIDE CONTINUOUS 3/4" TO 1-1/2" OPEN GRADED GRAVEL. PROVIDE 0 8"X8"X16" GMU BLOCK, RETAINING WALL W/FULLY GROUTED CELLS. CONTINUOUS FILTER FABRIC WRAP, MIRAFI 140N BY CARLISLE, INC. OR NOTES: HEIGHT VARIES, SEE CIVIL PLANS FOR TOP OF WALL AND FINISH GRADE ENGINEER APPROVED EQUAL. SEE SPECIFICATIONS. ELEVATIONS. ® CONTRACTOR SHALL SUBMIT; COLOR, 16 OO (2) #5 REBAR, CONTINUOUS @ TOP OF WALL. FINISH AND SIZE OF GAP AND CMU 34"X8" POURED IN PLACE CONCRETE GAP WITH TOPCAST NO. 5 FINISH. BLOCK TO ONE, ENGINEER AND (15"XS" ® CONDITION J ONLY) 17 #5 REBAR ® 24" O.G., HORIZONTAL. LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL TO THE CITY PRIOR O SMOOTH TROWEL 2" PLASTER FINISH. COLOR TO BE SELECTED BY CITY. 18 (4) #5 REBAR, CONTINUOUS, TOP I$ BOTTOM AT FOOTING. TO CONSTRUCTION. APPLY EXTERIOR ANTI -GRAFFITI COATING PER CITY STANDARD; COLOR: OFF WHITE, BY PACIFIC POLYMERS. 1 q #5 REBAR X ® 12" O.G. O FOR TOP OF WALL AND FINISH GRADE ® CONTINUOUS STUCCO SCREED. ELEVATIONS PER CIVIL PLANS. II #5 REBAR, VERTICAL ® 16 O.G., LAP WITH FOOTING DOWELS. O ALL STEEL AND F I TTI NGS SHALL BE 0 POURED IN PLACED CONCRETE FOOTING AND REINFORCEMENT AS SHOWN.2 METAL I ZED AND ZING/EPDXY TNEMEC I #5 REBAR X ®8 O.G. COATED, BLACK, PER SPECS. SUBMIT © CONTINUOUS 4" SGH. 40 PVC, PERFORATED PIPE PER CIVIL ENGINEER'S ® CONTINUOUS FOOTING KEY SAMPLE OF POST AND RAIL DRAWINGS. PROVIDE CONNECTION TO ADJACENT CIVIL AREA DRAINS. FABRICATION TO SHOW WELDS O PROVIDE CONTINUOUS MIRADRI 860 WATERPROOF MEMBRANE AND ® #3 TIES @ 4" O.G. AND FINISH. SEE SPECIFICATIONS. MIR,4DRAIN 6200 DRAINAGE COMPOSITE BY CARLISLE, INC. OR ENGINEER ®5/8" THICK X 10" SQ. BASE PLATE. ALIGN BASE PLATE CENTER W/GENTERLINE OF POLE OD ALL M-TALIZED STEEL PIPE SHALL APPROVED EQUAL. INSTALL PER MANUFACTURER'S SPECIFICATIONS. BE SGH 40, UNLESS NOTED OTHERWISE. CONTACT: JAMES HE I DT AND ASSOCIATES (818)248-�i677. AND FOOTIW-5 5 ® (2) #5 CONTINUOUS REBAR, T B. OE BEVEL ALL MEMBERS PRIOR TO ® AJACENT SYNTHETI G TURF FIELD. SEE CIVIL ENGINEER'S PLANS FOR FINISH WELDING. WELD 4 GRIND FLUSH. GRADES. SEE SYNTHETIC TURF PLANS FOR COMPLETE TURF SECTION; I NGLUD I NG DRA I NAC E„ BASE MATERIAL, FABRICS, AND INFILL. ®(3) #3 REBAR TIES ®2„ O.G. O ALL METAL I ZED STEEL WELDS TO © (8) #7 VERT. REBAR W/#3 HOOP TIE ®4 O.G. BE CONTINUOUS GROUND SMOOTH. 5UBORADE PREPARATION AND COMPACTION PER CEOTECH REPORT. 0 SEE SPECIFICATIONS. ® PROVIDE 1/4 THICK TOOLED CONTROL JOINTS EVENLY SPACED BETWEEN O ALL CONCRETE TO BE TYPE II/V, MINIMUM COMPRESSIVE STRENGTH OO 42 HT. TUBULAR STEEL FENCE POST @ 5 -O MAX., SEE CONSTRUCTION AND CENTERED AT ALL TUBULAR STEEL FENCE AND NETTING SUPPORT PER SPECS. MAXIMUM WATER GEMENT PLANS FOR LOCATION. ALIGN POSTS WITH CENTER OF GRADE BEAM AND POSTS. SEE DETAIL 2, SHEET L-2.01. RA710 (NIC) TO BE 0.5. SEE CEOTECH NETTING POLES AS SHOWN ON CONSTRUCTION PLANS. SECURE POSTS WITH REPORT. SUPER POR -ROK OR APPROVED EQUAL, TO I/2” BELOW ADJACENT FINISH ®12'-O" HT. BALL CONTAINMENT NETTING POLES. FULLY INCASE IN CONCRETE SURFACE. APPLY 1/2" BEAD OF "GUN GRADE" POLYMER SEALANT BY: BELOW GRADE, AS SHOWN. NETTING POLES HAVE BEEN DESIGNED TO O CONCRETE AND REINFORCING PEGORA, OR APPROVED EQUAL, TO TOP OF SUPER POR -ROK BAGKF I LL ACCOMMODATE POTENTIAL EXTENSION TO 20' HEIGHT, MAX. ALIGN FENCE INFORMATION INDICATED HEREIN, (800) 523-6570. COVER SURFACE OF WET SEALANT WITH SILICA SAND. POSTS WITH CENTER OF NETTING POLES. SEE SHEET L-2.06 FOR DETAILS ARE MINIMUMS AND ARE BASED ON SEALANT COLOR: TO MATCH ADJACENT CONCRETE. INSTALL POSTS AND CONSTRUCTION PLAN FOR LOCATION OF CORNER, LINE AND TERMINAL INFORMATION CONTAINED IN THE SPACED EVENLY. SEE DETAIL I, SHEET L-2.16 FOR FENCE DETAILS. POLES PROJECT GEOTECHNICAL REPORT 0 ADJACENT PEDESTRIAN PAVING PER DETAIL I, SHEET L-2.01. AVAILABLE AT THE TIME OF I I CONTINUOUS, POURED IN PLACE CONCRETE GRADE BEAM W/TOPCAST PREPARATION OF THESE DOCUMENTS. NO. 5 FINISH. 1/2" TOOLED RADIUS AT ALL CORNERS AND EDGES. DEPTH SEE CONSTRUCTION PLANS FOR LOCATION. AND W I DTH OF GRADE BEAM PER CONDITION ENLARGEMENTS THIS DETAIL, 31 (2 ) #4 CONTINUOUS REBAR. I O PROVIDE /4" THI GK TOOLED CONTROL CONSTRUCTION PLANS AND CIVIL ENGINEERS GRADING PLANS. STRUCTURAL JO I NTS EVENLY SPACED BETWEEN AND RE I NFORCEMENT AS SHOWN. CENTERED AT ALL TUBULAR STEEL ® CONTINUE VERTI GAL WALL BARS INTO CONCRETE GAP I$ HOOK IN FENCE AND NETTING SUPPORT POSTS. I2 SLOPE PLANTING AREA. SEE CONSTRUCTION PLANS AND PLANTING PLANS. ALTERNATE DIRECTION PROVIDE AT ALL a0° CORNERS. SEE ® (3) #4 CONTINUOUS REBAR. DETAIL 2, SHEET L-2.01. 13 PROVIDE CONTINUOUS 1/2" POLYFOAM WRAP BY W.R. MEADOWS AT TOP 8" OF POLES AND POSTS. EMBED INTO CONCRETE. PROVIDE 1/2" SEALER BEAD O EXTEND CONCRETE GRADE BEAM ® #4 REBAR X F@ 16" O.G. OF POLYURETHANE AT TOP OF WRAP, FLUSH WITH ADJACENT CONCRETE. MINIMUM 6", UNLESS NOTED OTHERWISE, ®5 GRANULAR BACKFILL PER CEOTECH REPORT. VERIFY WITH GEOTECHNICAL BELOW LOWEST ADJACENT GRADE AT RETAINING CONDITIONS. 14 PROVIDE CONTINUOUS 1/2" POLYFOAM WRAP BY W.R. MEADOWS AT FULL HEI CHT BETWEEN MASONRY WALL AND POLE F0071NOS. STOPS BELOW ENG I NEER REQUIREMENTS WHEN BELOW / ADJACENT SYNTHETI G TURF FIELD. BAND. � LEGEND AND KEY MAP a v _ =m z :y N EH W: 1EH__ - 204 L-2. E -2. F 2. � IIIIIIIII—III � I —_ Lp —1z - EEI i Ell I MI i 1 2-1/4" GLR. ® DOWELS, _ ALSO = I _ =1 PER CIVIL 15 I .I i II I 1=1 j0 0 000 W °I 000 - �O 0 - 6I E I-� --�- a --o-----------------�------ ---- Q------- -------- -7------o --- I — Ell GOND 1 TI ON J - RET WALL AT FENCE POST (5' MAX RET.) SCALE: 1-1/2" = 1'-0" -2. -2. Il- ------ ...■®.._.._........ _........ ...... ...... ...... ...... _ .. ._. .�. SITE PLAN ENLARGEMENT ■ L.O.W. � I SCALE: I" = 30'-O" L-2.07 UNDERO ROUND SERV I GE S FOR STRUCTURAL ASPECTS NDSCgp 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL REVIEWED: ALERT �D Q ONq� ONLY. STRUCTURAL ENGINEER �PNeACH Z/F qPLANS PREPARED BY: CONSTRUCTION DETAILS 7476-2 `� E 0 as °F 2 2020-04-10 �c�, �Olr DOES NOT ASSUME ANY =� s� mss y, �. 100% BID SET SUBMITTAL (19 P 11) ��� e RESPONSIBILITY FOR DIMENSIONS o m �� GRANT HOWALD PARK REHABILITATION No. 5zoz/ AND ANY AND ALL ITEMS — n 3 2020-04-28 100% BID SET L-2.05 w m -� A -i 31591 Camino Capistrano DESIGN (ENGINEER'S SEAL) L-2 ■ 05 4�2i�2o2o � RELATED TO ARCHITECTURAL, Ignatur San Juan Capistrano, CA 92675 CITY PROJECT MANAGER Signed Renewal 2021 V DESIGNED: DRAWN: VIL PRECAST ITEMS AND OTHER Renewal Date www.RJMdesigngroup.com GROUP TWO WORKING DAYS ��q STR�C T \1F�P� ��Q gl//s33cppl//P��LI0:22. N9T 4/27/2020 ��`� I949] 493-2690 g49] 493-2600 CS TM/TP CITY OF NEWPORT BEACH P -5264-S BEFORE YOU DIG lF OF CALYF�� E'�p OR OF CAS-��O I NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: 8 PUBLIC WORKS DEPARTMENT Q CS 2019-12-05 SHEET 1 OF 51 ■ 1 5 — I I LEGEND: NOTES: / \ / �j ■ /.'..' Oj 12'-0" HT. (ABOVE F.S.) H55 6 X 0.375 BALL CONTAINMENT LINE NETTING POSTS. ® PROVIDE SCALED SHOP DRAWINGS OF TUBULAR STEEL FENCING, BALL CONTAINMENT NETTING, -7 ■ �' '+'+'+ I I '.'+' \ 8 WELD TUBULAR STEEL 12'-0" HT. (ABOVE F.5.) H55 6 X 0.500 CORNER AND TERMINAL NETTING POSTS. FULLY INCASE ALL POSTS IN POSTS, FOOTINGS, HARDWARE, FASTENERS, AND REQUIRED STRUCTURAL CALCULATIONS FOR FENCE TOP AND CONCRETE BELOW GRADE, AS SHOWN. NETTING POSTS HAVE BEEN DESIGNED TO ACCOMMODATE POTENTIAL REVIEW AND APPROVAL BY GNB ENGINEER PRIOR TO FABRICATION. rj ■ BOTTOM RAIL TO G I ■ I I GETTER OF NETTING EXTENSION TO 20 HEIGHT, MAX. CENTER OF NETTING POSTS SHALL BE ALIGNED WITH CENTER OF FENCE ■ I POLE. BEVEL ALL POSTS. SEE NOTES AND SPECIFICATIONS FOR FINISH. g CONTRACTOR SHALL PROVIDE SUBMITTAL INCLUDING CALCULATIONS FOR NETTING, AIRCRAFT rj ■ I MEMBERS PRIOR TO GABLE AND FENCE RINGS FOR REVIEW AND APPROVAL BY GNB ENGINEER PRIOR TO I I I I------------------ - ------------------WELDITG, ALL WELDS / m SHALL BE CONTINUOUS O2 42" HT. TUBULAR STEEL FENCING AND / OR FENCING POST. SEE DETAIL I, SHEET L-2.16. CENTER OF FENCE FABRICATION. AND GROUND SMOOTH. P0575 SHALL BE ALIGNED WITH CENTER OF NETTING POSTS. / \ 4 O FABRI GATT ON SHALL BE PER FIELD MEASUREMENTS AS CONDUCTED AND VERIFIED BY THE \ \ O #420 KNOTLES5 NYLON BALL CONTAINMENT NETTING MANUFACTURED BY: COLLINS COMPANY OR ENGINEER CONTRACTOR. 2 APPROVED EQUAL. COLOR: BLACK. CONTACT: SCOTT FRITZ (800) 222-4348. FINISH NETTING WITH ROPE BORDER. SECURE WITH CARABINEERS APPROX. 12" O.G.. WIND BLOCK (�{% MAX. INSTALL ON FIELD SIDE. O INSTALL NETTING ON FIELD SIDE OF POLES. ATTACH NETTING ROPE BORDER TO TOP RAIL OF TUBULAR STEEL FENCE. SECURE ROPE BORDER W/ #q E ALL HSS (HOLLOW STRUCTURAL SECTIONS) STEEL MEMBERS SHALL BE A57M A500 GRADE "B" GAB E TO POLE B EN AROEMENT "A" — E ENLARGEMENT "" — NETTINO CONNECTION ENLARGEMENT "C" — POLE PLAN VIEW ELEVATION "D" — FENCE CONNECTION O STAINLESS STEEL HALF ROUND FENCE RINGS, SPACED 16" O.G. TO TUBULAR STEEL FENCE. O L L SCALE: 3/4" = I'—O" SCALE: I "= I' -O" SCALE: I/4" = I' -O" SCALE: I/4" = I'—O" O ALL STEEL POSTS, FITTINGS, FASTENERS, RINGS, ETC. SHALL BE METALIZED AND ZING/EPDXY O CONTINUOUS 3/8 VINYL COATED STAINLESS STEEL SPUN VERTICAL AIRCRAFT GABLE. SECURE TO NETTING TNEMEC COATED, BLACK, PER SPECS. SUBMIT SAMPLE OF POST AND RAIL FABRICATION TO WITH #c{ GALVANIZED FENCE RI NGS AT 16" O.G. SECURE FENCE RI NGS TO EYEBOLTS. SHOW WELDS AND FINISH. 'CERTIFICATE OF METAL I Z I NG' 15 REQU I RED PRIOR TO INSTALLATION SEE SPECIFICATIONS. © CONTINUOUS 3/8" VINYL COATED STAINLESS STEEL SPUN HORIZONTAL TOP � BOTTOM AIRCRAFT GABLE W/ THIMBLES. MIN. 3 CLAMPS PER TERMINATION AT POSTS. SECURE BOTTOM GABLES TO NETTING BORDER WITH O BEVEL ALL MEMBERS PRIOR TO WELDING. WELD 4 GRIND FLUSH. 30' MAX, O.G. SPAG I NG, TYPICAL #q STAINLESS STEEL FENCE RI NGs AT 16 O.G. TOP GABLE SAG TO BE AS REO'D TO LIMIT PULL ON POLES TO 1250 LBS MAX. WITH A MIN. SAFETY FACTOR OF 3. O ALL METAL IZED STEEL WELDS TO BE CONTINUOUS GROUND SMOOTH. EQ. 5' MAX O5/8" STAINLESS STEEL EYEBOLT WITH LOCKNUT AND WASHER. PLACE 2" FROM THE TOP OF THE STEEL POSTS CONTRACTOR TO PROVIDE 20' MOCK UP SECTION OF GRADE BEAM, CONTROL JOINTS, EQ. EQ. EQ. O.G. SPACING EQ. EQ. ON THE FIELD SIDE FOR CONTINUOUS RUNS OF GABLE. PLACE EYE BOLTS EQUALLY, 4' O.G. OR LESS ALONG EXPANSION JOINTS, TUBULAR STEEL FENCING AND NETTING POLE W/ TNEMEG COATING FINISH, HEIGHT OF STEEL POSTS FOR VERTICAL GABLE ATTACHMENT TO NETTING. FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO FABRICATION AND FIELD INSTALLATION. IO ® POURED IN PLACE CONCRETE GRADE BEAM OR GAP EXTENSION. SEE CONSTRUCTION PLAN FOR LOCATION C B AND SHEETS L-2.03, L-2.04, L-2.05, AND L-2.07 W FOR GRADE BEAM AND RETAINING ALL DETAIL O ALL CONCRETE TO BE TYPE II/V, MINIMUM COMPRESSIVE STRENGTH PER SPECS. MAXIMUM WATER ENLARGEMENTS. GEMENT RA710 (NIC) TO BE 0.5. SEE GEOTECH REPORT. CONCRETE MASONRY BLOCK RETAINING WALL. SEE CONSTRUCTION PLAN FOR LOCATIONS AND SHEETS L-2.03, O CONCRETE AND RE I NFORG I NG INFORMATION INDICATED HEREIN, ARE MINIMUMS ARE BASED ON L-2.04, L-2.05 AND L-2.07 FOR GRADE BEAM AND RETAINING WALL DETAIL ENLARGEMENTS. INFORMATION CONTAINED IN THE PROJECT GEOTECHNICAL REPORT AVAILABLE AT THE TIME OF 2 2 14 11 5 1 g 1 2 2 8 3 PREPARATION OF THESE DOCUMENTS. _ OO PROVIDE 6' HT. 2" HIGH DENSITY PROTECTIVE FOAM PADDING FOR (2) MUSGO LIGHT POLES LOCATED WITHIN THE FIELD. CONTRACTOR SHALL VERIFY PADDING TYPE, 51 ZE, AND LOCATIONS W 1 TH G I TY AND © WELD TUBULAR STEEL FENCE TOP AND BOTTOM RAIL TO CENTER OF NETTING POLE. BEVEL ALL MUSCO REPRESENTATIVE PRIOR TO PROCUREMENT AND INSTALLATION IN FIELD. MEMBERS PRIOR TO WELDING, ALL WELD5 SHALL BE CONTINUOUS AND GROUND SMOOTH. I I PROVIDE 51 NGLE BLADE SAWGUT CONTROL JOINTS ALONG GRADE BEAM ALIGNED WITH CENTER OF NETTING O NETTING POLE FOOTINGS HAVE BEEN DESIGNED TO ACCOMMODATE FUTURE POLE EXTENSIONS P0575 AND TUBULAR STEEL POSTS, TYPICAL. SEE DETAIL 2, SHEET L-2.01. TO A TOTAL HEIGHT OF 20'-0" (FROM FINISH SURFACE TO TOP OF POLE). POLE ATTACHMENT DETAILS FOR POLE EXTEN51 ONS SHALL BE PROVIDED AT THE REQUEST OF THE G I TY BY THE --- I2 ADJACENT SYNTHETIC TURF FIELD. SEE CONSTRUCTION PLAN AND SYNTHETIC TURF PLAN FOR CONNECTION TO LANDSCAPE ARCHITECT, AS A SEPARATE SUBMITTAL, NOT A PART OF THESE PROJECT --\ - GRADE BEAM. GO -------------------------------- - ------ -- -- --- CONSTRUCTION _� ___� ________ DOCUMENTS. 5EE ENLARGEMENT "C" �� j 13 ADJACENT FINISH GRADE. SEE CONSTRUCTION PLAN AND CIVIL ENGINEER'S GR?�DING PLAN. AND GABLE TO POLE TOP OF SLOPE FASTENING ENLARGEMENT "A" PROVIDE GOLD JOINTS AT GRADE BEAM CORNER TURNS OR ADJACENT CONCRETE PAVING. PER DETAIL 2, A Y 64 A SHEET L-2.01. I _ _ I S STAINLESS STEEL NETTING POST TOP GAP. C B 13 - I TOE OF SLOPE ------------------------ ---------------•--------- - - - - - - - - - ----------- PARTIAL PLAN VIEW - BALL CONTAINMENT NETT I NO ON FIFTH AVE SCALE: 1/4" = 1'-0" ELEVATION A—A — TUBULAR STEEL FENCING W/BALL CONTAINMENT NETTING SCALE: 1/2" = 1'-0" I •i I 13, All SECTION E3—E3 — POST FOOTINO @ WALL CONDITION SCALE: 1/2"=1'-0" i i �n ►L1 � � �---� I I I I I I 1 I SEE GABLE TO 11 POLE FASTENING ENLARGEMENT "A" 11 THIS DETAIL SEE GABLE TO 30' MAX O.G. SPACING, 7i-P.� LU POLE FASTENING w ENLARGEMENT "A" <dz LL 11 , w 11 <NW N L 11 THIS DETAIL I I z ------------------------------------------ dl � � O LU ° 1 11 z zIr ° LU 11 2 1 01 INSTALL NETTING xj Z 11 5 z lD ON FIELD 51DE � 11 1' z O 11 �. Z W � INSTALL NETTING 11 , SEE NETTING \�� V / ON FIELD 51 DE 1 CONNE07ION \ 11 ' LL _ 1 B'LTHIIS DETAIL l� SEE FENCE \ I / O = CONNECTIONS ONS TO POLE. ELEVATION \� / CENTER AL I ON 75 2 m ---- —, "D" �/ P0575 W/ NETTING O THIS DETAIL EQ•I �- 5' MAX O.G. SPACING (Tl'P.)�- EQ 12 P0575 o I -- ----- -------- - I 4 2 8 2 4 1 8 >o°o oho°o o ............... .e I Ibl� Ibl ; I c(1 I I Ibl I�I SEE FOOTING Il�lb I AND GRADE BEAM I I Ilbll I ENLARGEMENTS SEE NETTING PER SHEET L-2.03 ir Ibl l�l I AND L-2.05 CONNECTION Iblpll a a ENLARGEMENT a 13 1 I I fff W I "B" THIS DETAIL I I n I opo . II�TI�I���III ELEVATION A—A — TUBULAR STEEL FENCING W/BALL CONTAINMENT NETTING SCALE: 1/2" = 1'-0" I •i I 13, All SECTION E3—E3 — POST FOOTINO @ WALL CONDITION SCALE: 1/2"=1'-0" 1 I III=III "° .. • °" =III \ IIIIII— • •. III=III - SEE FOOTING kIIII—III 4 I AND GRADE BEAM 1—IIIIII= • ° III 1 ENLARGEMENT PER \ III SHEET L-2.03 AND L-2.04 =III=III _-III h a I II I II I SECTION G—C — POST FOOTI NO ® NONRETA I N I NO GOND I T I ON SCALE: 1/2"=I'—O" I 112'H7. BALL GONNA I NMEN7 NE771NO AND POLES (OP71ON FOR FU7URF. 20'H7.) I UNDERGROUND SERVICE �, E� FOR STRUCTURAL ASPECTS PNDSCAPF PLANS PREPARED BY: 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL REVIEWED: 7476-2 ALERT �0 eR�—/O�ql ONLY. STRUCTURAL ENGINEER ��Q S�BACH ciCF�q'S�Cti 2 2020-0410 100% BID SET SUBMITTAL CONSTRUCTION DETAILS �0 DOES NOT ASSUME ANY (19P 11) RESPONSIBILITY FOR DIMENSIONS U �� M �� ° �,ALL e — z _ � ,� A 1 3 2020-04-28 1o0�°BID SET GRANT HOWALD PARK REHABILITATION I No. 52827 AND ANY AND ALL ITEMS _j x n 31591 Camino Capistrano DESIGN (ENGINEER'S SEAL) L-2 .06 4/24/2020 RELATED TO ARCHITECTURAL, � U 0831/2021 V San Juan Capistrano, CA 92675 CITY PROJECT MANAGER 519ned PRECAST ITEMS AND OTHER Renewal Date www.RJMdesigngroup.com GROUP DESIGNED: DRAWN: TWO WORKING DAYS req s�RUCTURP�\P DISCIPLINES. NyT 4/Date 20 ���� [949]4932690 %F 0� a QT2�2 �c �p [949]493-2600 CHECKED: CS DATE: TM/TP CITY OF NEWPORT BEACH P -5264_S BEFORE YOU DIG OF CA`�F DATE OF CA�-� NO. DATE DESCRIPTION OF REVISIONS APPROVED CS 2019-12-05 PUBLIC WORKS DEPARTMENT SHEET 19 OF 51 SEE GABLE TO POLE FASTENING ENLARGEMENT "A" THIS DETAIL I I dl j I LU ° 1 L 1 lD z 1' z O 11 z LU 11 z Ir— m w z 1 � z I � 11 I SEE NETTING CONNECTION ENLARGEMENT 1 I "B" THIS DETAIL 2 CENTER ALIGN moi/ 75 POSTS W/ `t 12 00 NETTING POSTS _ I � � l 1 I III=III "° .. • °" =III \ IIIIII— • •. III=III - SEE FOOTING kIIII—III 4 I AND GRADE BEAM 1—IIIIII= • ° III 1 ENLARGEMENT PER \ III SHEET L-2.03 AND L-2.04 =III=III _-III h a I II I II I SECTION G—C — POST FOOTI NO ® NONRETA I N I NO GOND I T I ON SCALE: 1/2"=I'—O" I 112'H7. BALL GONNA I NMEN7 NE771NO AND POLES (OP71ON FOR FU7URF. 20'H7.) I UNDERGROUND SERVICE �, E� FOR STRUCTURAL ASPECTS PNDSCAPF PLANS PREPARED BY: 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL REVIEWED: 7476-2 ALERT �0 eR�—/O�ql ONLY. STRUCTURAL ENGINEER ��Q S�BACH ciCF�q'S�Cti 2 2020-0410 100% BID SET SUBMITTAL CONSTRUCTION DETAILS �0 DOES NOT ASSUME ANY (19P 11) RESPONSIBILITY FOR DIMENSIONS U �� M �� ° �,ALL e — z _ � ,� A 1 3 2020-04-28 1o0�°BID SET GRANT HOWALD PARK REHABILITATION I No. 52827 AND ANY AND ALL ITEMS _j x n 31591 Camino Capistrano DESIGN (ENGINEER'S SEAL) L-2 .06 4/24/2020 RELATED TO ARCHITECTURAL, � U 0831/2021 V San Juan Capistrano, CA 92675 CITY PROJECT MANAGER 519ned PRECAST ITEMS AND OTHER Renewal Date www.RJMdesigngroup.com GROUP DESIGNED: DRAWN: TWO WORKING DAYS req s�RUCTURP�\P DISCIPLINES. NyT 4/Date 20 ���� [949]4932690 %F 0� a QT2�2 �c �p [949]493-2600 CHECKED: CS DATE: TM/TP CITY OF NEWPORT BEACH P -5264_S BEFORE YOU DIG OF CA`�F DATE OF CA�-� NO. DATE DESCRIPTION OF REVISIONS APPROVED CS 2019-12-05 PUBLIC WORKS DEPARTMENT SHEET 19 OF 51 LEGEND: O d O MASONRY BLOCK RETAININO WALL P T O R .5 CONSTRUCTION PLANS I ° d 1 1 W/CONCRETE GAP. SEE SHEET L-2.03, AND PLAN71 NO PLANS. a a L-2.04, L-2.05, L-2.06 AND THIS SHEET FOR ENLARGEMENT DETAILS. © PERIMETER SIDEWALK. SEE CONSTRUCTION I ° - PLANS AND GRADING PLANS. WM O 42" HT. TUBULAR STEEL FENG I NO. j SEE DETAIL I, SHEET L-2.16. O SYNTHETIC TURF. SEE SYNTHETIC TURF PLANS, SHEETS SYN -1.01 AND SYN -1.02, FOR DRA I NAGE, w 3 I I 1 3 12'H7. BALL CONTAINMENT NETTING. BASE MATERIAL, INFILL, AND ALL OTHER 1 SEE DETAIL I, SHEET L-2.06. RELATED INFORMATION. z I 1 Z I a 1 ® CONCRETE GRADE BEAM. SEE SHEETS 8 42" HT. TUBULAR STEEL FENG I NG POST. SEE 4 1 i- L-2.03, L-2.04, L-2.05, L-2.06 AND THIS O DETAIL I, SHEET L-2.16. w SHEET FOR ENLARGEMENT DETAILS AND CONDITIONS. O TYP TYP 0 15 4 b 3 2 -7 1 I 1 [�:] � � � 1 � L-2.04 -��� ❑ ❑ ❑ a I \�----------�------------`= --------------------------------- 1 --� 1 7-7----------7-7-----------------T-T-------------- - - - - - - - - - - - - - - - -----------------T-T------------------------------- ---------------- ------ --- ----------- 1 Y Y Y Y Y Y Y Y Y Y B Y C 0' i C � i /� - -------------------------I-------------------L--------------------------------------------------I----------------L-----------------L-------------------!-----------------I-----------------L-----------------1----------------�- a ° a a ogr 6 a " a a s ° a a a d d d 4 A 3 A - IU 7- PLAN PLAN VIEW - RETA I N I NC N4LL AT FIFTH AVE z SCALE: I = 10'—O" LU LU 11 A fi fi fi fi fi fi fi U_ fi fi 3 4 4 211 IuN llll l Tff 11 ........... © CORONA DEL MAR GRANT HOWALD PARK 3000 FIFTH AVE ELEVATION A -A - RETA I NI NC WALL AT FIFTH AVE SCALE: 1" = 10'-O" 5 C GONGRETE GRADE BEA1� AND 1�ASONRY BLOCK RETA I N I NO WALL (PLAN ELEVATION) A = N 10 NOTE: IMAGE FOR REFERENCE ONLY MA - " II „ '� II „� II �' LEGEND: - lO 8"X8"X16" CMU BLOCK, RETAINING WALL W/FULLY GROUTED CELLS. LEGEND: HEIGHT VARI E5, 5EE CIVIL PLANS FOR TOP OF WALL AND F I NI5H GRADE 21 ELEVATIONS. � I MASONRY RETAINING WALL W 1 TH CONCRETE GAP. SEE DETAIL I, SECTION ENLAROEMENT THIS D O 15'' X 8" POURED IN PLACE CONCRETE GAP WITH TOPCA57 NO. 5 FINISH. (:LL►� "- LI V L LL SHEET. 5EE CIVIL ENG NEER'S GRADING PLANS -- Iv_ � �� 2 ), U FOR RETAINING WALL HEIGHTS. I12SMOOTH TROWEL 2 PLASTER FINISH. COLOR TO BE SELECTED BY CITY. "'' 742" HT. TUBULAR STEEL FENCING. SEE DETAILII � (? l�L l l.� 11 2 16 APPLY EXTERIOR ANTI -GRAFFITI COATING PER CITY STANDARD; COLOR: 1 O SHEET L-2.16. - OFF WHITE, BY PACIFIC POLYMERS. ETTTNO. SEE DETAI. BALL IL 1, SHEET L-2.06.NMENT NETTINO AND 711 ® CONTINUOUS STUCCO SCREED. 1 1 I I ® PLANTINO AREA SLOPE. SEE CONSTRUCTION 2-I/4" POURED IN PLACED CONCRETE FOOTING AND REINFORCEMENT AS SHOWN. PLANS AND PLANTING PLANS. - TO G.L. 3 - OF BAR I © CONTINUOUS 4" SCH. 40 PVC PERFORATED PIPE PER CIVIL ENOI NEER'S c� o O5 SP DE SALK. PER CONSTRUCTION AND GRADING DRAWINGS. PROVIDE CONNECTION TO ADJACENT CIVIL AREA DRAINS. © BRASS, PIN MOUNTED LETTERS. PROVIDE = O PROVIDE CONTINUOUS MIRADRI 860 WATERPROOF MEMBRANE AND EXPDXY PIN BAR MOUNT DIRECTLY TO FACE OF 22 = MIRADRAIN 6200 DRAINAGE COMPOSITE BY CARLISLE, INC. OR ENGINEER WALL. 3 PIN BARS PER CHARACTER. LETTERS APPROVED EQUAL. INSTALL PER MANUFACTURER'S SPECIFICATIONS. SIZE, FONT, AND SPAG NG SHALL MATCH CONTACT: JAMES HE I DT AND ASSOCIATES (818)248-�i677. MONUMENT WALL AT ADJACENT CYC BU I LD I NO. _ LETTERS SHALL BE A MINIMUM OF 8" LARGE. IPS - I FURNISHED AND INSTALLED BY BRAVO SIGN, ® MORTAR CHAMFER. d OR ENGINEER APPROVED EQUAL. CONTACT: I FRANK FIORE (714) 284-0500 I p ®SUBGRADE PREPARATION AND COMPACTION PER GEOTEGH REPORT. i 0 SEE SPEC I F CAT ONS. N F o ° EXPDXY FIN BAR MOUNT DIRECTLY TO FACE OF � WALL 56PPN BARSIN EPER PIECE,T. 13 _ I -► OO 12"XS"X16" CMU BLOCK W/FULLY GROUTED CELLS. 3 OF GHARCATER SHALL MATCH MONUMENT WALL _ AT ADJACENT GYG BUILDING. G I TY TO PROVIDE _ 3 DIGITAL ARTWORK OF G I TY LOGO. FURNISHED y II 2" X 4" CONTINUOUS KEY. AND INSTALLED BY BRAVO SIGN, OR ENGINEER ° X d APPROVED EQUAL. CONTACT: FRANK FIORE rn 12 SLOPE PLANTING AREA. SEE CONSTRUCTION PLANS AND PLANTING PLANS. o (714) 284-0500 8 - I A 13 #5 VERTICAL REBAR ® 16 0. C. z II ® EMBOSSED, CAST ALUMINUM FULL COLOR 'CITY a Q 14 #6 REBAR XL ® 8" O.G. EXPO YP PIN TBAR MOUNT (a M11 N.) TO WALL• G I TY TO PROVIDE DIGITAL ARTWORK OF CITY LOGO. IS PROVIDE CONTINUOUS 3/4" TO I -I/2" OPEN GRADED GRAVEL. PROVIDE TER FINISH. I O MIRAFI 14ON BY CARLISLE INC. OR O COLOR TO BE SELECTED OTH TRONEL.2" SBY CITY. APPLY CONTINUOUS FILTER FABRIC WRAP, , O \ • / I I -T ENG I NEER APPROVED EQUAL. SEE SPECIFICATIONS. EXTERIOR ANTI -ORAFF I TI COATING PER CITY - STANDARD; COLOR: OFF WH 1 TE, BY PACIFIC - I4 - I 16 (2) #5 REBAR, CONTINUOUS ® TOP OF WALL. "" D POLYMERS. D IA I 1�7 (2) #5 REBAR CONTINUOUS. OO UPLIGHTS, SEE ELECTRICAL PLANS. 2-1/411I NOTES: -I TO GL 18 #5 HORIZONTAL REBAR 24 O.G. ® CONTRACTOR SHALL PROVIDE SCALED SHOP -I — OF BAR � I I Iq #3 n TIES � 16" O.G. DRAWINGS OF WALL LAYOUT, SIGNAGE, AND IBJ 12" PER CIVIL I # CHARACTER LAYOUT FOR REVIEW AND APPROVAL BY THE GNB ENGINEER. p I I 5 REBAR CONTINUOUS. B CONTRACTOR SHALL PROVIDE CHALK MARKS ON y 21 #4 REBAR X ®16" O.G. O FINISH SURFACE OF WALL INDICATING CHARACTER i O FOR R I W N APPROVAL Y THE N O p X LOCATIONO EVE AND O L B E G B - O O ENGINEER PRIOR TO INSTA ATION. ll — N— I� LL - I Y RAN AR A KF I P R I R P RT - - EMENTS rn- 0 0 0 0 = x G UL B G LL E SO LS E O = _ _ M_ 00 I I I 4 O rn ® #5 REBAR ® 12" O.G. CONTINUOUS, TOP I$ BOTTOM. CORONA DEL MA 12 O AS CONDUCTED AND VERIFIED FABRICATION SHALL BE PER 1BY THE CONELD RTRACTOR. -I X00 I I U) Xl _ _ _ _ ACONCRETET TYP I V MINIMUM #5 x ® 12 O.G. V I /`1 I V I 1 1 tJ VI V/'"� 1 p ALL TO E/ U <= aoO aOC�I I I 12 r ® q = 2 O GOMPRE5510N STRENGTH PER SPECS. MAXIMUM < m - 9 3000 FI TH AV WATER GEMENT RA710 (NIC) TO BE 0.5. SEE O O O O I fJ_ rn r 5 #5 REBAR CONTINUOUS ® 12" O.G. -' ( / ) (> GEOTEGH REPORT. 00 p I I -1:211 = 8' -III 125 _ 6 = �I I� NOTES: 4 8 1'-101 CONTRACTOR SHALL 5UBM I T COLOR, FINISH AND 51 ZE OF GAP AND 7 ° -7 1 BLOCK SAMPLES FOR REVIEW AND APPROVAL TO THE GNB ENGINEER p PRIOR TO CONSTRUCTION. ° i r/ OFFSET � I GHTS I O .G I 0 _ O FOR TOP OF WALL AND F I N I5H GRADE ELEVATIONS PER CIVIL PLANS. , T T _ ° OG CONTRACTOR SHALL PROV I DED SCALED SHOP DRAW I NO OF PROP05ED WALL FOR REVIEW AND APPROVAL BY THE GNB ENGINEER a a p r cu_ �- PRIOR TO CONSTRUCTION. p r' XI -� FABRICATION SHALL BE PER FIELD MEASUREMENTS CONDUCTED BY 41 p p p CONTRACTOR. r Z11111 1211 _ _ _ _ _ _ _ _ _ _ _ = O ALL CONCRETE TO BE TYPE I/V, MINIMUM COMPRE551VE STRENGTH PER 26 33 =I I SPECIFICATIONS. MAXIMUM WATER GEMENT RATIO (NIC) TO BE 0.5. SEE ow - OE07ECH REPORT. Ell I _ O CONCRETE AND RE I NFORG I NO INFORMATION INDICATED HEREIN, ARE = _ — _ _ MINIMUMS ARE BASED ON INFORMATION CONTAINED IN THE PROJECT ELEVATION G -I' 25 QEOTEGHNIGAL REPORT AVAILABLE AT THE TIME OF PREPARATION OF SCALE: I/2" = I' -O" fJ THESE DOCUMENTS. 4S. �- = — 2 PARK EN7RY'SIONAOF. CONDITION I - RETAINING WALL ONLY (8 MAX RETAINING) p I SCALE: I -I/2" = I' -O" UNDERGROUND SERVICE S FOR STRUCTURAL ASPECTS �pp1DSCgPF PLANS PREPARED BY: 1 2020-03 24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL REVIEWED: ^ 76-2 ALERT ��OQ� ����;q<1 ONLY. STRUCTURAL ENGINEER ��O��S�NeACH cI�FNti 4 2 2020-04-10 100% BID SET SUBMITTAL CONSTRUCTION DETAILS �F V (19P11) �° 012 DOES O REs oNslelOY FOR o�MENs1oNs ��� m V� GRANT HOWALD PARK REHABILITATION ME e _ ¢ N n 3 2020-04-28 100% BID SET No. 528- ,_, , AND ANY AND ALL ITEMS � � A --i 31591 Camino Capistrano DESIGN (ENGINEER'S SEAL) L-2.07 RELATED TO ARCHITECTURAL, CITY PROJECT MANAGER —III IIIIIIIII-1111 4/2-1/2020 08/31/2021 V San Juan Capistrano, CA 92675 GROUP Y 51gne PRECAST ITEMS AND OTHER Renewal Date www.RJMdesigngroup.com DESIGNED: DRAWN: r% �TRUCT U�P� \Q DISCIPLINES. N,7 .—M.20 -1 [949] 493-2690 TWO WORKING DAYS � cs TM/TP CITY OF NEWPORT BEACH P -5264—S 5 RETA I N I NO NALL (CoON[o)ITION I) BEFORE YOU DIG qTF OF CAL�F�a 0202°2 T�` OF CA`\�p� [949]4932600 NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: PUBLIC WORKS DEPARTMENT 51Dorf CS 2019-12-05 �SHEET20OF d CI F(D /_,�D 1-9 FQ �i I I I I I I SEE TILE NUMBERING BELOW START / END TRAN151TIONAL PANEL "FIND 4 SEEK" PANEL KELP ONLY ELEVATION - ART SCALE: 1-1/2" = 1'-0" Q (FULL LENGTH OF WALL) ANIMAL ART PANEL SPAC I NO BETWEEN REVEALS SEE ENLARGEMENT 6 SEE B ENLAROEMENT 'A' I 18" GLR. 611 TYP. �p ELEVATION ART I• CENTER ART MURAL ON SCALE: 1-1/2" = 1'-0" Ea. 36" O.G. MAX TRANSITIONAL PANEL KELP ONLY a COLUMN NUMBE S ° a a 001 002 2 ° V Q �i I I I I I I SEE TILE NUMBERING BELOW START / END TRAN151TIONAL PANEL "FIND 4 SEEK" PANEL KELP ONLY ELEVATION - ART SCALE: 1-1/2" = 1'-0" Q (FULL LENGTH OF WALL) ANIMAL ART PANEL SPAC I NO BETWEEN REVEALS SEE ENLARGEMENT 6 SEE B ENLAROEMENT 'A' I 18" GLR. 611 TYP. �p ELEVATION ART I• CENTER ART MURAL ON SCALE: 1-1/2" = 1'-0" Ea. 36" O.G. MAX TRANSITIONAL PANEL KELP ONLY a ° a ° a a a 2 ° V Q a° 4 Q ° a �I z m �i I I I I I I SEE TILE NUMBERING BELOW START / END TRAN151TIONAL PANEL "FIND 4 SEEK" PANEL KELP ONLY ELEVATION - ART SCALE: 1-1/2" = 1'-0" Q (FULL LENGTH OF WALL) ANIMAL ART PANEL SPAC I NO BETWEEN REVEALS SEE ENLARGEMENT 6 SEE B ENLAROEMENT 'A' I 18" GLR. 611 TYP. �p ELEVATION ART I• CENTER ART MURAL ON SCALE: 1-1/2" = 1'-0" Ea. 36" O.G. MAX TRANSITIONAL PANEL KELP ONLY a o a ° a a a 2 ° V Q ENLARGEMENT 'B' PLAN VIEW ENLARGEMENT 'C' SCALE: I" = 1'-0" !L tY cn 18" WIDE GAP Olt �w 5 SEE ENLAROEMENT 'A' 14 I IE I El • •I I8 1 i 2 2 1 X GLR. a 211 = I7 I — d TYP. i 4 00 1400 El 11-1 = 2 =_ I 16 N 11 ioo��ooOl 1• •; � ° d° ° 12' = Z_ -----------1 ° I — a ° IT I—N D — 21 Q I a I\ I — I• L---------- °--`•mw --------------M7 a --- ° — O q I i 1IIIIIIIIIIIIIII1 i II i II � �— S" GLR. TYP SECTION - RETAINING WALL NOTES: SCALE: 1-1/2" = 1'-0" ® CONTRACTOR TO PROVIDE 6' LONG NON -PRODUCTION MOCK UP OF PROPOSED WALL FOR REVIEW AND APPROVAL BY GNB ENGINEER � LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. MOCK UP SHALL INCLUDE WALL GAP, REVEALS, TILE INLAYS, ETC. O TILE MANUFACTURER TO PROVIDE COMPLETE ART TILE MURAL LAYOUT SUBMITTAL. SUBMITTAL SHALL INCLUDE TILE SIZE, SHAPE, AND ARTWORK IN FULL COLOR RENDERING FOR REVIEW AND APPROVAL BY GNB ENGINEER $ LANDSCAPE ARCHITECT PRIOR TO FABRICATION. TILE MANUFACTURER SHALL PROVIDE (3) 6"X6" TILE SAMPLES WITH ARTWORK COLORS FOR REVIEW AND APPROVAL BY THE ENGINEER PRIOR TO FABRICATION. O CONTRACTOR TO PROVIDE CHALK MARK LAYOUT OF ART TILE MURAL LAYOUT ON RETAINING WALL PRIOR TO INSTALLATION OF TILES. ART MURAL SHALL BE CENTERED ON WALL. SHOULD ANY DISCREPANCIES ARISE BETWEEN FIELD GOND 1 TI ONS AND PROPOSED DESIGN, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND GNB ENGINEER IMMEDIATELY. O SUBGRADE PREPARATION AND COMPACTION PER OE07ECH REPORT. SEE SPECIFICATIONS. O ALL CONCRETE TO BE TYPE II/V, MINIMUM COMPRESSIVE 5TRENGT PER SPECS. MAX. WATER GEMENT RA710 (W/O) TO BE 0.5. SEE OE07ECH REPORT (PAVEMENT RECOMMENDATIONS). 5 12411 HIOH MT 1 LE RETA I N I NO NALL START / END "FIND d SEEK" PANEL 1/2" SECTION ENLARGEMENT 'A' SCALE: 6" = 11-01, ° a 4 a ° Q a° 4 Q ° ° a a a ° Q a° 211 Ea. 56" MAX SEE r� �ENLARGENT 'C' SECTION ENLARGEMENT 'B' SCALE: 3" = 1'-0" PLAN - RETA I N I NC WALL SCALE: I/8" = 1'-0" LEGEND: OI 12" X,5" X 16" CONCRETE PRECISION BLOCK GMU WALL. COLOR: NATURAL GRAY. FULLY GROUT ALL CELLS. ANY AND ALL EXPOSED BLOCK TO BE ORCO INTEGRAL COLOR (WHEAT) SPLIT FACE BLOCK WITH MATCHING MORTAR JOINTS. 20 I" NATURAL GRAY, STUCCO FINISH, ON ALL EXPOSED GMU SURFACES, EXCEPT LOCATION OF TILE ART MURAL. PROVIDE Y2" CHAMFER ON ALL EDGES AND CORNERS, CONTINUOUS. O EPDXY ADHESIVE BY LATICRETE, OR APPROVED EQUAL. ® 6"X6" KILN FIRED DECORATIVE PORCELAIN TILE WITH YS" GROUT JOINTS (INCLUDED IN TILE DIMENSION), BY TILE ARTISANS DIGITAL IMAGING, LLC. CONTACT: DAVE TYPIN5K1, (38(b) 454-1060. SEE ELEVATION ENLARGEMENT FOR ARTWORK AND NOTES THIS LEGEND. SET TILES ON GLEAN, EXPOSED GMU BLOCK SURFACE. GROUT AND MORTAR PER TILE MANUFACTURER'S RECOMMENDATIONS. SEAL GROUT JOINTS WITH SILICONE -BASED SEALANT AFTER GROUT IS CURED. O 5/4" WIDE X Y2" DEEP CONCRETE REVEAL, CONTINUOUS ACROSS FACE AND SIDES OF CONCRETE GAP. © 3/4" WIDE x Y2" DEEP SKATE STOPPER NOTCH. CENTERED BETWEEN REVEAL JOINTS, AT FACE OF CONCRETE GAP, BOTH SIDES. O SINGLE BLADE 5ANCUT CONTROL JOINT, Ys DEPTH OF CONCRETE GAP PER DETAIL 2, SHEET L-2.01. ® POURED IN PLACE CONCRETE GAP. CONCRETE GAP TO RECEIVE TOP CAST (NO. 5) FINISH, SEE SPECIFICATIONS. PROVIDE Y2" CONTINUOUS TOOLED RADIUS AT CORNERS AND EDGES. ® POURED IN PLACE CONCRETE FOOTING, AS SHOWN. OO #3 a 12" O.G. EACH WAY AT CENTER OF GAP. I I CONTINUOUS 4" SCH. 40 PVG PERFORATED PIPE PER CIVIL ENGINEER'S DRANI NGS. PROVIDE CONNECTION TO ADJACENT CIVIL AREA DRAINS. 12 PROVIDE CONTINUOUS 3/4" TO 1-1/2" OPEN GRADED GRAVEL. PROVIDE CONTINUOUS FILTER FABRIC WRAP, MIRAFI 140N BY CARLISLE, INC. OR ENGINEER'S APPROVED EQUAL. 5EE SPECIFICATIONS. 13 PROVIDE CONTINUOUS MIRADRI 860 WATERPROOF MEMBRANE AND MIRADRAIN 6200 DRAINAGE COMPOSITE BY CARLISLE, INC. OR ENGINEER'S APPROVED EQUAL. INSTALL PER MANUFACTURER'S SPECIFICATIONS. CONTACT: JAMES HE I DT AND ASSOCIATES (818)248-ci677. 14 RESILIENT PLAY 5URFAGING PER DETAIL I, THIS SHEET. LOCATION PER CONSTRUCTION PLANS AND TOT LOT PLAN, SHEET L-2.08. 15 ADJACENT FINISH GRADE/TOE OF SLOPE. SEE CIVIL ENGINEER'S GRADING PLANS. 16 SUBGRADE PREPARATION AND COMPACTION PER GEOTECH REPORT. SEE SPECIFICATIONS. 11 ANY AND ALL EXPOSED BLOCK (I.E. AT NALL ENDS NHERE GRADE DROPS ALONG NALL SUBFACE) SHALL BE ORCO INTEGRAL COLOR (WHEAT) SPLIT FACE BLOCK NI TH MATCHING MORTAR JOINTS. PROVIDE SUBMITTAL FOR REV I EN AND APPROVAL. 18 (2) #5 CONTINUOUS, TOP 4 BOTTOM AT NALL. I q #5 X I a 24" O.G. EACH FACE. 0 #5 X 12" O.G. 21 (3) #5 CONTINUOUS, TOP 4 BOTTOM AT FOOTING. UNDERGROUND SERV I CE ALERT TWO WORK I NO DAYS BEFORE YOU D I O 12" TYP. 6 FLU5H • SLOPE TOrDRAIN • ` ,e —I I.• - d — d, 44 SV -I IIIA II° •_°•`a .� IIII VIII IIII II x= wQ <LU z W M< zo 4v 2 nFLUSH =� Q 3 O N zz (V - SLOPE TO DRAIN a ` PER GI a es° • —_ _I M I I=1 1=1=1=1=1=1=1=1 = N ffil =1 i l -III=1i1=1 � l—I SECTION - BOND BEAM, RUBBER SURFAG I NG AND DRA I NAGE SCALE: I" = 1'-0" LEGEND: NOTES: OPOURED -IN-PLACE RESILIENT RUBBER SURFACING N/ 1/2" MIN. ® RESILIENT SURFACING SHALL BE INSTALLED WITH UV ALIPHATIC WEARING COURSE. CUSHION DEPTH VARIES BASED ON FALL HEIGHT, BINDER. INSTALL PER MANUFACTURER'S SPECIFICATIONS. 4" MIN. (1/2" WEARING COURSE 4 3-1/2" RESILIENT SURFACING) 4 5" MAX. (1/2" WEARING COURSE 4 4-1/2" RES 1 L I ENT SURFAG I NG). REFER O RE51 L ENT SURFAG I NG SHALL BE INSTALLED BY A TO PLAYGROUND EQUIPMENT DETAILS AND PLANS ON SHEET L-2.O�i, PRE -QUALIFIED INSTALLER, N.P.5.1. CERTIFIED, $ SHALL MEET AND SPECIFICATIONS FOR RUBBER DEPTH, PLAY EQUIPMENT THE REQUIREMENTS BY THE MANUFACTURER. THE INSTALLER INSTALLATION, MANUFACTURER RECOMMENDATIONS AND SHALL HAVE COMPLETED AT LEAST 10 PROJECTS SIMILAR IN REQUIREMENTS. SIZE AND SCOPE IN THE LAST FIVE (5) YEARS. OO PLAY SURFACING COLORS PER DETAIL I, SHEET L-2.08. 4 CONCRETE SUB -SLAB, TYP. CONCRETE TYPE G-3250. SEE CONTRACTOR SHALL SUBMIT 12"X12" COLOR SAMPLE OF ALL SPEGIFIGATIONS. MAINTAIN POSITIVE DRAINAGE TO DRAIN INLETS. COLORS AND BLENDS AS SPECIFIED TO THE GNB ENGINEER � SEE GRADING AND DRAINAGE PLAN FOR ELEVATIONS &DRAINAGE DESIGN. LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. g 12" WIDE, POURED IN PLACE, NATURAL GRAY, CONCRETE BOND BEAM POURED -IN-PLACE RE51 L I ENT RUBBER SURFAG I NG SHALL BE AT PLAY AREA. PROVIDE 1/2" TOOLED RADIUS AT ALL CORNERS O 'TOT TURF' BY: ROBERTSON RECREATIONAL SURFACES, OR AND EDGES. PROVIDE TOPGAST NO.5 FINISH AT ALL EXPOSED APPROVED EQUAL. PROVIDED BY: PLAYGORE, CONTACT: SURFACES OF BOND BEAM. SEE CONSTRUCTION PLAN FOR LOCATION APPROVED BRANTLEY (714) �i PROVIDED 3i. SEE DETAIL ,SHEET L-2.08. AND DETAIL 3, SHEET L-2.14 FOR RETAINING CONDITIONS. ® SUBGRADE PREPARATION AND COMPACTION PER OE07ECH REPORT. OE PROVIDE CHALK MARKS ON GRADE INDICATING SURFACE COLOR ALIGNMENT, AND PLAY EQUIPMENT POLES/FOOTING ORUBBER 5URFAGE PLAY AREA SUBDRAIN SYSTEM. CATCH BASIN, LOCATIONS. VERIFY SURFACING DESIGN LAYOUT AND COLORS GRATE, AND PIPE SIZING PER CIVIL'S GRADING AND DRAINAGE WITH GNB ENGINEER PRIOR TO COMMENCING WORK. PLANS AND DETAILS. WRAP GRATE WITH MIRAFI 140N FILTER FABRIC. O VERIFY ALL MINIMUM FALL HEIGHTS/GLEARANGES REQUIRED © ADJACENT CONCRETE PAVING. SEE DETAIL I, SHEET L-2.01 AND F FOR PLAY EQUIPMENT PRIOR TO INSTALLATION. CONSTRUCTION PLANS. O ALL CONCRETE TO BE TYPE II/V, MINIMUM COMPRESSIVE O GOLD JOINT PER DETAIL 2, SHEET L-2.01. STRENGTH PER SPECS. MAXIMUM WATER GEMENT RA710 (NIC) TO BE 0.5. SEE GEOTECH REPORT (PAVEMENT ® (2) #5 REBAR, CONTINUOUS TOP AND BOTTOM. O RECOMMENDATIONS). H O EXPANSION JOINT PER DETAIL 2, SHEET L-2.01. PROVIDE SCORE JOINTS ON BOND BEAM AS SHOWN ON THE OO LANDSCAPE AREA. SEE CONSTRUCTION PLANS. O CONSTRUCTION PLAN. CONTRACTOR TO PROVIDE BOND BEAM MOCK-UP 10' LONG SEGMENT FOR REVIEW AND APPROVAL BY ONE, ENG I NEER AND LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. POURED I N PLACE RESILIENT RUBBER SURFACING, 12" BOND BEAM/SUBSURFACE DRAINAGE 8 6 0- z LU zdLU fyq) JU 4 q < FLUSH O N DRAIN - PER CIVIL • ° - ==°°" z I=1 • d• d d •6 • 4 • � Q • ° ° d. — ♦ e — ° IZ _ • °• .� 8 —tu Q 1 1 l—III—III— a _ _ .°,° I I I ry —[D Q — ° ° d , z�� — I �IFIa . — _1 z�� w I — T, -P. d°° a" °• I-��o 1= ♦ z�N�o III=III=�ow�Ll = v 04 p4 U o _- 12 _I — :�: ° . - 141 J ° a I a . —III I _III=1I i t 1 1 �- SECTION - BOND BEAM, RUBBER SURFACING AND SAND TRANSITION LEGEND: NOTES: OPOURED -IN-PLACE RESILIENT RUBBER SURFACING N/ 1/2" MIN.® RESILIENT SURFACING SHALL BE INSTALLED WITH UV WEARING COURSE. CUSHION DEPTH VARIES BASED ON FALL ALIPHATIC BINDER. INSTALL PER MANUFACTURER'S HEIGHT, 4" MIN. (1/2" WEARING COURSE 4 3-1/2" RESILIENT SPECIFICATIONS. SURFACING) 4 5" MAX. (1/2" WEARING COURSE 4 4.5" RESILIENT 5URFAC I NG). SEE DETAIL I, THIS SHEET. TURN DOWN SURFAG I NG O RESILIENT SURFAG I NG SHALL BE INSTALLED BY A AT 45° MAX ANGLE AT EDGE CONDITIONS. PRE -QUALIFIED INSTALLER N.P.5.1. CERTIFIED AND SHALL O4 CONCRETE SUB -SLAB. CONCRETE TYPE 0-3250. MAINTAIN MEET THE REQUIREMENTS BY THE MANUFACTURER. THE POSITIVE DRA I NAGE TO DRAIN INLETS. SEE GRADING AND INSTALLER SHALL HAVE COMPLETED AT LEAST 10 PROJECTS DRA I NAGE PLAN FOR ELEVATIONS s DRA I NAGE DESIGN. 51 M I LAR IN SIZE AND SCOPE IN THE LAST (5) YEARS. O 12" WIDE CONCRETE BOND BEAM AT PLAY AREA. SEE DETAIL I O PLAY 5URFAGIN5 COLORS PER DETAIL I, SHEET L-2.08. THIS SHEET FOR DIMENSIONS AND STRUCTURAL DETAILING. SEE CONTRACTOR SHALL SUBMIT 12"X12" COLOR SAMPLE OF ALL CONSTRUCTION PLAN FOR LOCATION AND DETAIL 3, SHEET L-2.14 COLORS AND BLENDS AS SPECIFIED TO THE GNB ENGINEER 4 FOR RETAINING CONDITIONS. LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. ® PLAY SAND 5URFAGINo. SEE 5PECIFICAT IONS, CONSTRUCTION O CONTRACTOR SHALL VERIFY ALL FALL HEIGHTS PLANS AND SHEET L-2.0, i FOR LOCATIONS. REQUIREMENTS/CLEARANCES WITH PLAYGROUND O5 CONTINUOUS CONCRETE FOOTING, A5 SHOWN. MANUFACTURER. ©#4 REBAR AT 16" O.G. EACH WAY. CENTER I N SLAB. E POURED- I N PLACE RESILIENT RUBBER SURFAG I NG SHALL BE 'TOT TURF' BY: ROBERTSON RECREATIONAL SURFACES, OR APPROVED EQUAL. PROVIDED BY: PLAYCORE, CONTACT: O CONCRETE PAYING. SEE DETAIL 1, SHEET L-2.01. VINCE BRANTLEY (714) c104-521ci. SEE DETAIL 1, SHEET L-2.08. ® GOLD JOINT. SEE DETAIL 2, SHEET L-2.01. ALL CONCRETE TO BE TYPE II/V, MINIMUM COMPRESSIVE O FILTER FABRIC. MIRAFI 14ON OR ENGINEER'S APPROVED EQUAL. F STRENGTH PER SPECS. MAXIMUM WATER GEMENT RATIO (NIC) SECURE TO BELOW SAND SECTION TO CONCRETE FOOTING OR TO BE 0.5. SEE GEOTECH REPORT (PAVEMENT BOND BEAM PER MANUFACTURER'S SPECIFICATIONS. RECOMMENDATIONS) O SUBGRADE PREPARATION AND COMPACTION PER GEOTECH O VERIFY ALL MINIMUM FALL HEIGHTS/CLEARANCES REQUIRED REPORT. FOR PLAY EQUIPMENT PRIOR TO INSTALLATION. I I (2) #5 CONTINUOUS, TOP 4 BOTTOM. O PROVIDE SCORE JOINTS ON BOND BEAM AS SHOWN ON THE CONSTRUCTION PLAN. I2 (2) #5 CONTINUOUS, TOP &BOTTOM AT FOOTING. O CONTRACTOR TO PROVIDE BOND BEAM MOCK-UP 10' LONG SEGMENT FOR REVIEW AND APPROVAL BY GNB ENG I NEER AND LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 2 1f=LA)00`SAND SURFACING AND RESILIENT RUBBER SURFACING TRANSITION E �� FOR STRUCTURAL ASPECTS _PI CApF q PLANS PREPARED BY: 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL REVIEWED: Q �ql ONLY. STRUCTURAL ENGINEER p �N6ACH Z, 0( o cFOti 2 2020-04-10 100% BID SET SUBMITTAL 0� � DOES NOT ASSUME ANY / RESPONSIBILITY FOR DIMENSIONS m �• 3 2020-04-28 loo°r° BID SET No. 52827 AND ANY AND ALL ITEMS Q �/ n w -� -I 31591 Camino Capistrano DESIGN (ENGINEER'S SEAL) RELATED TO ARCHITECTURAL, $i9natur€ 4Z24 2020 San Juan Capistrano, CA 92675 CITY PROJECT MANAGER 51,Z2020 � 08/31 /2021 � GROUP `� PRECAST ITEMS AND OTHER Renewal Date www.RJMdesigngroup.com DESIGNED: DRAWN: s ST P� Q DISCIPLINES. N� 4/24/2020 `1 [949] 493-2690 y)� Date O�� [949] 493 2600 CS TM/TP a O 022 q F OF cw� DATE OF CAL�� NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: CS 2019-12-05 CONSTRUCTION DETAILS GRANT HOWALD PARK REHABILITATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 7476-2 (19P11) L-2.08 P -5264-S SHEET 21 OF 51 FOR REFERENCE ONLY: CONTRACTOR SHALL OBTAIN ENGINEERED FOOTING DESIGN AND CALCULATIONS BY EOU I PMENT MANUFACTURER PER CITY STANDARDS FOR COOL TOPPERS. COST OF ENC I NEERED FOOTINGS SHALL BE INCLUDED IN FINAL BID COSTS. awl 2 SAFETY NOTE R ® SAFETY NOTE // �♦ B Choose a protective surfacing material that PlayBooster° 154883 CoolToppers Posts For Roofs, Chooseaprotectiw surfacing material that //// ♦♦♦♦ Q .♦♦ �� has a Critical Hei ht Value of at least the kill, �has a Critical Height Value of at least the G i ® height of the Highest Accessible Part/Fall Single Post height of the Highest Accessible Part/Fall IS014001 �i�It•1�1 Height of the adjacent equipment. (Ref. Height of the adjacent equipment. (Ref. l ®�Jl'IUI ASTM F1487.) landscape ASTM F1487.) / ♦ DD -o o o o o o° O 1 caru"•e structures ' ♦♦ 13131nn0aaaa0D 13 , landscape landscape.....I G © 24673000 © i • 'ua , D • structures DETAIL structures 1837996 /,, 0000{o�°oo I ° Parts List Installation Instructions f/ •°°1311 Da [31311 amon 13 �• - -- j DDD 00000,li b ° DDD ♦♦ /� 1 FRONT VIEW DETAIL Part# Description 1 Di footjn hole as shown. / :DDD OD,,,,0000 Doo pDDDD DDDDDDDD 12' S ware P Qty ) g g cop"DDDDDDDD DDDDDD DDDDDDDDDD D DD,DDD00000D DDDDDD DDDDDDDDDDDDD DD 3660 153697 5" O.D. x 220'/," Mast (16"-72"), Specify Color......... l „ P - ♦ /I TOP VIEW 154046 12' Fo ter Extension (32"40"),Spec Colorl�r......... I ) post braced plumb pour concrete footing. NOTE: Allow concretefoot- DETAIL ■ w7/ o 0 o n ° ° ° DDD o o b d'o 0 0 0 °1302 °O D D D D D 13 D G D D� cocoa 13 ♦♦ 154804 5" „ Mast ( ) P fi 2 Grd. 8 16 & 24 Deck Height) Place post in footing hole. With g 00 D • M ' 154044 28" Footer Extension 48"-56" , Specify Color ............ I in to cure or a minimum o 72 hours be ore attaching Coo1To CoolToppers a DDDD D� p ° D D D D D D D Di] D D D DOGGED D O •••••■ \ ( ) P fY S f f f S PP 411313131313 B 13 ,d 0013 13 131313 •• DETAIL DIRECT BURY 154043 44" Footer Extenslon (64"-96"), Specify Color ............ I shade top. 113 coo A - ' 1 D o DDDD 1• `----------------' w ' --- 244382 Middle Post96"Deck,S Specify Color...........................I (96" DECKS) 'oD13 DDD 1♦ \ \ cern ai I I P fy DIRECT BURY e , 244384 Upper Post Extension 96" Deck, Specify Color............ I (32"-72" Deck Height) Attach post extension to CoolToppers post using 4 %.w v m 3/ " x 1 '/ BHCS w/ In with 3/ flat washers and 3/ standard hex (GRD., 8",16" & 24" DECK) Finished Grade a 13�- R LAN a 6" P e" s' Middle Post =111111 I p13 1313 < 155083 DB Post Extension (32"-96") Hdw. Package .......... I nuts with 3/s" flat washers. Place post in footing hole. With post braced CoolToppers - = = 0 0 0 0 E 130 B \� • PP Finished Grade N- 100198 '/aN x 1 '/aN BRCS w/Pin, SST.......................................4 lamb our concrete footing. NOTE: Allow concrete ootin to cure Post = =11111 13 013 1313 "- -- TO Of Deck e!o 100327 3/q' Standard Hex Nut, SST...........................................4 P P g• f 8 A D D D \\ for a minimum of 72 hours before attaching CoolToppers shade top. — — 3/8" III 0001 D D D D Gi �� ` r--- 100362 Ys' Flat Washer, SST .....................................................8 = If (4)X1 , DDDDD U; ;--------- --_ (96"DeckHeight)Attach DB post extension tomiddlepostusing'/s"x VIII 11= 1/8" BHCS w/ ��% \ 3 n B It Pin w/ /e' Flat I,.<.^. I / \ 246727 Upper Post Extension 96" Deck ................................. l 1 '/s BHCS w/pin with /s flat washers and /s standard hex nuts with . \ 113027 3/a' x 1 1/a' BHCS w/Pin, SST.......................................6 3 7/ 3 /a„ Washers .,•. r- /s flat washers. Attach upper post extension to middle post using o 136931 3/s' - 16 Hex Nut Nylock...............................................6 1 a a tI 3 n p 3 I ' \ x 1 /s BHCS w/pin with /a SAE flat washers and /s low crown cap a (4) /a Standard 4„ \ i \ I I \ 100365 3/s' Flat SAE Washer, SST............................................12 nuts with 3/a” SAE flat washers. With post braced plumb pour concrete $ Hex Nuts w/ 3/e' a Ci Flat A DB=Direct Bury footing. NOTE: Allow concrete footing to cure for a minimum of 72 N 00 04 Washers A ^, hours before attaching CoolTopper Shade top. _ _ _ , \ I ' / i • Concrete Footer Extension Specifications Concrete MMIRIMPROR CoolToppers Post: Weldment comprised of 5" O.D. x 7 GA (.179") Crushed 24" galvanized steel tubing and '/4" steel plate. Finish: Rock 610 A , • °--/- ProShield, color specified.Crushed 24" Rock 610 / Footer Extension: Weldment comprised of 5" O.D. x 11 GA (.120") ' t \� 1 ` • / „ galvanized steel tubing and '/a" steel plate. Finish: a13 ProShield, color specified. DETAIL \ 1313 13 UPPerPost 131313 (� 1313 _ an 13131313 Fasteners: Primary fasteners shall be socketed and pinned tam- DIRECT BURY Extension i D D DDDD 1313 1313131313 , CoolToppers Shade Top perprocifin design, stainless steel I Dammam D O1313879 unless otherwise indicated seespecific product (6) /I X 1 D12'x 12' S 13 D DD D13 1313131313131313 (Sold Separately) installation/specifications). Finished Grade BHCS w/pin CoolToppers -uu111 — with %" SAE Upper Post Ext: Weldment comprised of 5" OD x 11 GA 120" h_ _) PP P Z ) Post — 1 Flat Washers - I I galvanized steel tubing with /4" steel plate ZP and —_ � LII - %" steel plate. Finish: ProShield, color specified. ILII / D D D D D I I I (4) 3/8" X 1 / � D D D D \ Middle Post: Weldment comprised of 5" OD x 7 GA (.179") gal- '/e' BHCS w/ D D ° DDDD vanized steel tubing with '/4" steel plate ZP and 3/a" Pin w/ 3/g' Flato N O_ / - _ ODD DDD DD °DDD `p131313 ,DDDDD ' ♦ \-- ' steel plate. Finish: ProShield, color specified. Washers O to - 13 D DDDD ♦ \ I N j 13 D DDD i (4) 3/8" Standard � "r N j� ° ° 00 ♦ \ Hex Nuts w/3/a , 13 Installation Time: Post - 2 People Approx. 1 hour Flat (6) /e" Hex - D - \ 1313 DDDDD / Concrete: 12 cu. ft. Nut N lock w/ �1 Weight: 172 lbs. (GRD., 8") Washers %" SAE Flat % / \ ✓ Y 0000 ADD, / • 188 tbs. (16"-24") Washers DDD 60-0 -0 � 13131313 DDDD / 200 lbs. (32"-40") Footer Extension ' opo, 130000 0 / \\ 211 lbs. (48"-56")Concrete DD`q DD DDDD / I - 222 lbs. (64"-72") 24" Middle Post n ohp n 0013 0 0 ° % ♦ 1 -- 253tbs. 96" Crushed DDDD DDDDDD / ♦ - ( ) Rock 610 D DDDDD / ___ \ y� _- -_---- II - -_ y-�" I ' % � I I / � 013 ♦♦ O �� _____--- � \ 13coca ♦♦ I I I � 0131313 ♦ - � °000013 • • ■■■■■��� ■■■■ / DDDD D I CoolToppers \� p / °D Post DDDDD •♦ • ® /� DDDD ♦ �� Pla Boostere 154883 COOITO ers° Post For Roofs Sin le Post Pla Booster® ° 13013°° ♦♦♦: \\\ v pp g y 154883 CoolToppers Post For Roofs, Single Post °°DDD • ECO 0101380 Document 24673000 replaces 183799. Add 96" DK Option. •' • . • • ' ' I . I, 131313131313, ♦1♦ ` SanI H / \ [111 ♦ \ ©00 2018 by Landscape Structures. All rights reserved. Sheet 1 Of 2 Document #24673000 ©2018 by Landscape Structures. All rights reserved. \ 1311 D D'p 11 ` - \1 1311, 013 Sheet 2 of 2 Document #24673000 �� i 13 ra 13 dla 131313 11111113 \� ' '13131313. 13 131313131301313 1313 -�--- 131313�(��/��13�i 1313131313noocroo 131313 \ ♦♦ _ 131301�/1313I131313131313131313boo 13131313 1 `� 1♦ e 1313 1313d131313131313DDdDDD 1313131313 ( ♦ - J / 1313'13o,°D000000000°13 0o0coa 130000 A I \ ••••■■ ��••• CUSTOM MOSAIC TILE FIND AND SEEK PANEL FOR REFERENCE ONLY �\ / A \ e DoD000n 1 ••, o (2-5 PLP�YSHP�PER) CONTRACTOR SHALL OBTAIN LATEST APPROVED PLANS BY PLA' MANUFACTURER ® � � °0000° I DDD N N, �i 13 D 1313 / D 131313 / ------ / ART APPROVAL n PLEASE REVIEW MOON JELLY _sp l 1 t*�SHEEPHEA 4111T SEA yi 1��• / _ - OTTER `• KELP SV.. BASS.CALIFORNIA +� CALIFORNIA. SEA LION- / i f, MORAY EELism Uri (( NORTHERN KELP lY CRAB C;ARIS ALDI LEOPARD - i( SHARK •l�` KELP 1 SNAIL i - GIANT \. spy.- 1 L'Y �� KELPFISH I / ` . ��, •-. P _- - GREEN ( NIA CALIFORNIA ` SEA OROT t� ,'ANEMONES'. O -SPOT PURPLE SPINY 1 _ OCI.T�PUs SEA _LOBSTER URCHIN r GREEN i W TY l ,/ SEA •• ,/ BAT STAR u t R Af SAME IMAGE ON BOTH SIDES OF THE PANEL CUSTOM TIDE POOL PANEL (5-12 PLA)'BOOSTER) - I ZA _ will 1� BACK FRONT ldscape AND APPROVE uctures THE FOLLOWING or, Verbiage, Layout/size, and Overall Graphic. rify that I own or otherwise possess all necessary Its with respect to the user -submitted images, that the user -submitted images do not inge, misappropriate, use or disclose without horization or otherwise violate any copyright, remark, trade secret right or other intellectual perty or other property right of any third party. approval confirms that all major design work has In completed and accurately reflects the direction cified by the client. This rendering remains a ceptual approximation as custom products are ject to final engineering including hardware :ement and minor changes related to standards manufacturing capabilities. Any changes awing this approval will impact delivery date will be subject to change order. ATURE DATE THIS CONCEPTUAL PLAN WAS BASED ON INFORMATION AVAILABLE TO US. PRIOR TO CONSTRUCTION, DETAILED SITE INFORMATION CONCERNING TOPOGRAPHY, EXISTING UTILITIES, SOIL CONDITIONS, AND DRAINAGE SOLUTIONS SHOULD BE OBTAINED, EVALUATED AND UTIUZED IN THE FINAL DESIGN DEVELOPMENT. *NOTE: PLEASE VERIFY ALL DIMENSIONS OF PLAY AREA, SIZE, ORIENTATION, AND LOCATIONS OF ALL EXISTING UTILITIES, EQUIPMENT, AND SITE FURNISHINGS PRIOR TO ORDERING. SLIDES SHOULD NOT FACE THE HOT AFTERNOON SUN, (PouREo-w-PlAsf suosESUD) IT 5 THE WNUGACTIRER'S ORNION AND INTENT MAT THE our a THESE COMPONENTS OONFORN N NE U.S. CONSUMER PRODUCT SAFETY COMMISSoNS (CPSC) SMlaBotll FDR PUBLIC PIAYGPOCND Y -' Play$haper® PlayBooster® DESIGNED BY: (2-5 years) (5-12 years) SP AGE: 2-5 Max Fall Height 75 inches g e aPRa A/tT/zo A 5 -12 Max Fall Height! 96 Inches 1ANOSGWE SIRUL1UREs, IWass 1 TOTAL ELEVATED PLAY COMPONENTS 3 TOTAL ELEVATED PLAY COMPONENTS 5 TOTAL ELEVATED COMPONENTS ACCESSIBLE BY RAMP 0 REQUIRED 0 TOTAL ELEVATED COMPONENTS ACCESSIBLE BY RAMP 0 REQUIRED 0 3 31 20 1137967-01-10 sa TOTAL ELEVATED COMPONENTS ACCESSIBLE BY TRANSFER 3 2 TOTAL ELEVATED COMPONENTS ACCESSIBLE BY TRANSFER 3 3 3 23 20 1137967-01-09 SP REQUIRE REQUIRED 1/27/20 1137967-01-06 s1" TOTAL ACCESSIBLE GROUND LEVEL COMPONENTS SHOWN 4 RFOIIIRFO 1 TOTAL ACCESSIBLE GROUND LEVEL COMPONENTS SHOWN 5 RFOIIIRFO 2 TOTAL DIFFERENT TYPES OF GROUND LEVEL COMPONENTS 3 REQUIRED 3 TOTAL DIFFERENT TYPES OF GROUND LEVEL COMPONENTS 4 REQUIRED 4 N SYSTEM TYPE: SOME IN FEET: Grant Howald Park Coast Recreation, Inc. Playshaper, PlayBooster Ileo 1400k2m o' 1o' 20' 40' ao Newport Beach, California 92625 Steve Hunt DRAWING /: 1137967-01-11 c.mn.• landscape structures, ART APPROVAL CUSTOM OCTOPUS SAND SCULPTURE PLEASE REVIEW AND APPROVE THE FOLLOWING: = COLOR VERBIAGE LAYOUT/SIZE OVERALL GRAPHIC R -11A —1—APP-1-11 AE cal—PRO111TE IRE I—EIT TI F__ corwaptual design 19nry and is subject to xssrwe 076ngo3 EaU I PMENT COLOR CHART TYPE COLOR EQUIP ACORN NOTE: SURFACING MUST BE LESS DENIM nn„ THAN 12" FROM ROLLERSLIDE BED COOL TOPPERS DENIM EXISTING OLUBHOU5E, RELOCATE PER PLANS STANDARD TPV ItlnVdVt�t� ape landscape GU5TOM GFRG OCTOPUS AND SAND CASTLE TO COMPLY WITH ASTM 1478; 177556A TODDLER SWINGS + FULL BUCKET SEAT W/PROOUARD CHAINS (2) REGRADING MAY BE REQUIRED. SENSORY PLAY CENTER WALL END (2) + SENSORY PLAY IPEM 0/"001258 CUSTOM 45" R0LLER5LI1::>E Ij 168364A Z CERTIFIED 11111111111 1137g61 -01 -II r�rer O •raw i �� w� T. Z11 Ld218g15A TUU Pur AREA • Pur ECUIPMRa IS MIGN ED EOR AGES 2-12 TEARS UNLESS GTiliRIA E NOTED ON PVN. D is TIE wNUFACNRERS DR— TINT nils Pur AREA DDES WNFoRM To n1E ADA ACCESSIBNTY STANDARDS. ASSUIING AN ACCES9aE PROTECTNE EUR-WG Is —DED. AS INGIgTED, OR arra. THE ENDRE USE —E. , Re LD PL" .; mums. sa cwullaN• sautoxs slaw BE —N..wTm 4 DEswswn .0 a,e aawrenaN. as Ix "�'smwsN Pur nsA. ER ma "�SWUUI NOTfY919YMS Pant a —0' SIDES• ACE Tx[ xm AFTEraoaN aAa cRooSE A molEcrt.E 4AFACNC wTEaM TIMI Min uu EID.`x'rTNr1°A1rax ETo EEET,N= aaFlpr (tET. . SnI FI1� SfawlW Ca4UMER SNETY PmEGRMNEE a EmwTcx rox nArcxpeo EaAAExr mR weuc usE sEmax a cuMExr �+) THE sewxreE wsr a uta R Da R Das Nm Ve• w r w wnwm w7/ a nm Dsram vt rax (PouREo-w-PlAsf suosESUD) IT 5 THE WNUGACTIRER'S ORNION AND INTENT MAT THE our a THESE COMPONENTS OONFORN N NE U.S. CONSUMER PRODUCT SAFETY COMMISSoNS (CPSC) SMlaBotll FDR PUBLIC PIAYGPOCND Y -' Play$haper® PlayBooster® DESIGNED BY: (2-5 years) (5-12 years) SP AGE: 2-5 Max Fall Height 75 inches g e aPRa A/tT/zo A 5 -12 Max Fall Height! 96 Inches 1ANOSGWE SIRUL1UREs, IWass 1 TOTAL ELEVATED PLAY COMPONENTS 3 TOTAL ELEVATED PLAY COMPONENTS 5 TOTAL ELEVATED COMPONENTS ACCESSIBLE BY RAMP 0 REQUIRED 0 TOTAL ELEVATED COMPONENTS ACCESSIBLE BY RAMP 0 REQUIRED 0 3 31 20 1137967-01-10 sa TOTAL ELEVATED COMPONENTS ACCESSIBLE BY TRANSFER 3 2 TOTAL ELEVATED COMPONENTS ACCESSIBLE BY TRANSFER 3 3 3 23 20 1137967-01-09 SP REQUIRE REQUIRED 1/27/20 1137967-01-06 s1" TOTAL ACCESSIBLE GROUND LEVEL COMPONENTS SHOWN 4 RFOIIIRFO 1 TOTAL ACCESSIBLE GROUND LEVEL COMPONENTS SHOWN 5 RFOIIIRFO 2 TOTAL DIFFERENT TYPES OF GROUND LEVEL COMPONENTS 3 REQUIRED 3 TOTAL DIFFERENT TYPES OF GROUND LEVEL COMPONENTS 4 REQUIRED 4 N SYSTEM TYPE: SOME IN FEET: Grant Howald Park Coast Recreation, Inc. Playshaper, PlayBooster Ileo 1400k2m o' 1o' 20' 40' ao Newport Beach, California 92625 Steve Hunt DRAWING /: 1137967-01-11 c.mn.• landscape structures, ART APPROVAL CUSTOM OCTOPUS SAND SCULPTURE PLEASE REVIEW AND APPROVE THE FOLLOWING: = COLOR VERBIAGE LAYOUT/SIZE OVERALL GRAPHIC R -11A —1—APP-1-11 AE cal—PRO111TE IRE I—EIT TI F__ corwaptual design 19nry and is subject to xssrwe 076ngo3 EaU I PMENT COLOR CHART TYPE COLOR EQUIP ACORN EaIJIP DENIM EaIJIP LEAF COOL TOPPERS DENIM / --- D coca -7accomom ^G accoma 1313131300/ / \ / \ ) A coo O 13 13 Do I D D - DO I s ' ( 1 Dom 000 O 000 000 1V \1 0000 o °000 I °°°°°°°°0000 x 1 D 1 1313131313131313130000013131313131313131313 13 I I 131313131313131313131313 \ / 13000 a 1313131313tya / 13130 a i 13d�13p•130000 d13131313 131313131313131313 g41LD 13131313 \ ® \ x DDDD,DooDoq°° \ 131313131313,13, DDDDDDDD, I X_ -, \ \ ; gLF19 D i � � � 1 13000013 p%o °0000 DDD 1313 D \ 1 D,D D O 131313 \\ \\ 1 Don an 013. G PDD 6130 D a _ \ _ 000 n 013 1300 DOD 0°DO DD 0° I D G D 13 132013 DD Oo iD3p Do \ DDDD D 13 13 13 a DD D DD d � A 1313 °, 13,,,13°° 1313 i ,- •. •\ 1313 1313 „ / � 'v DDD, DDDDD I ; I\ ` C / PLAN VIEW LEGEND: SCALE: III _ 101_011 O PLAY EQUIPMENT MANUFACTURED BY LANDSCAPE STRUCTURES, INC.. PROVIDED BY: COAST RECREATION. CONTACT: PLAY STRUCTURE LEGEND (LSI DWC # STEVE HUNT. 014) 61151-0100. CUSTOM DRAWING #115N67-01-11. 5EE EQUIPMENT SCHEDULE THIS DETAIL. O POURED—IN—PLACE RESILIENT RUBBER SURFACING. 'TOT TURF' BY: ROBERTSON RECREATIONAL SURFACES, OR APPROVED EQUAL. AVAILABLE FROM: PLAYCORE, CONTACT VINCE BRANTLEY (714) q04—e,21q. SEE COLOR CHART THIS DETAIL. O SAND SURFACING. SEE DETAIL 2, SHEET L-2.08. ® FALL ZONE PER MANUFACTURER'S SHOP DRAWINGS. O PLAY AREA BOND BEAM. SEE DETAIL I, SHEET L -2.0e,. © PLAY AREA MOSAIC TILE RETAINING WALL. SEE DETAIL 5, SHEET L-2.08. O PLAY AREA RETAINING CURB. SEE DETAIL 5, SHEET L-2.14. ® 20'X 20' SEQUOIA SHADE SHELTER. SEE DETAIL 5, SHEET L-2.15. iO PLAY AREA RETAINING BOND BEAM. SEE DETAIL 5, SHEET L-2.14 NOTES: ®GONTRAGTOR SHALL BE RESPONSIBLE FOR PROVIDING FINAL SHOP DRAWINGS, PLANS, LAYOUTS, DESIGNS ENGINEERING AND CALCULATIONS FOR ALL APPROVED PLAYGROUND EQUIPMENT A5 A SUBMITTAL FOR REVIEW AND APPROVAL BY THE GNB ENGINEER PRIOR TO PROCUREMENT OF EQUIPMENT AND GON5TRUGTION. DOCUMENTS SHALL INCLUDE BUT ARE NOT LIMITED TO; MAX FALL HEIOHT5, FALL ZONES, MINIMUM REQUIRED 5URFAGING DEPTHS, FOOTING DESIGN AND INSTALL REQUIREMENTS. ®GONTRAGTOR SHALL VERIFY ALL PLAY EQU I PMENT FOOTI NO REM I REMENT5 W 1 TH THE GNB ENG I NEER PRIOR TO BID. STANDARD FOOTINGS BY PLAY EQUIPMENT MANUFACTURER SHALL BE REQUIRED AT A MINIMUM FOR ALL STANDARD PIECES. ALL CUSTOM PIECES WHICH INCLUDE OVERHEAD SHADE / COOL TOPPERS SHALL REQUIRE ENGINEERED FOOTING DESIGNS AND 0ALCULATION5, AS PROVIDED BY THE MANUFACTURER. CONTRACTOR SHALL PROVIDE ENGINEERED DRAWINGS AS A SUBMITTAL FOR REVIEW AND APPROVAL BY THE GNB ENGINEER. OSURFAG I NG I N5TALL I NG CONTRACTOR SHALL HAVE A CALIFORNIA STATE GONTRAGTOR5 L I GEN5E 061 02), LIMITED SPECIALTY, SYNTHETIC, MATERIALS. OF -OU I PMENT I NSTALL I NO CONTRACTOR SHALL BE PERFORMED BY A LANDSCAPE STRUCTURE CERTIFIED INSTALLER. CONTACT LANDSCAPE STRUCTURES FOR AN APPROVED LIST OF CERTIFIED INSTALLERS. RESILIENT RUBBER SURFACING COLOR SCHEDULE O FINAL RESILIENT 5URFAGING COLORS SHALL BE REVIEWED AND APPROVED BY GNB ENGINEER PRIOR TO CON5TRU0TION. 5YM DESCRIPTION (ALL ITEMS DIRECT BURIAL UNLE55 OTHERWISE DESCRIPTION MODEL NO. INDICATED) A 113ig61-01-11 PLAY5HAPER W/005TOM DIGIFU5E EDUCATION PANEL EEXISTING EXISTING OLUBHOU5E, RELOCATE PER PLANS STANDARD TPV GP01275q GU5TOM GFRG OCTOPUS AND SAND CASTLE 177556A TODDLER SWINGS + FULL BUCKET SEAT W/PROOUARD CHAINS (2) 1137267 -OI -II SENSORY PLAY CENTER WALL END (2) + SENSORY PLAY CENTER WALL + COLOR 5PLA5H WHEEL 0/"001258 CUSTOM 45" R0LLER5LI1::>E Ij 168364A ADVENTURE50APE DESIGN #1 11111111111 1137g61 -01 -II PLAYBOOSTER MODIFIED W000L TOPPERS AND PB GFRG TIDE O + OP012113 POOL FRAME WITH DIGIFU5E EDUCATION INSERT AT GRADE Ld218g15A GLOBAL MOTION EQUIPMENT DENOTED WITH A * , MAY RECUIRE ENGINEERED FOOTING DESIGNS AND SUPREME CALCULATIONS BY THE EQUIPMENT MANUFACTURER, PER CITY STANDARDS. CONTRACTOR SHALL BE RESPONSIBLE FOR 005T5 TO OBTAIN ALL NECE55ARY ENGINEERED DRAWINGS AND SHALL SUBMIT TO THE ENGINEER FOR REVIEW AND APPROVAL. O POURED—IN—PLACE RESILIENT RUBBER SURFACING. 'TOT TURF' BY: ROBERTSON RECREATIONAL SURFACES, OR APPROVED EQUAL. AVAILABLE FROM: PLAYCORE, CONTACT VINCE BRANTLEY (714) q04—e,21q. SEE COLOR CHART THIS DETAIL. O SAND SURFACING. SEE DETAIL 2, SHEET L-2.08. ® FALL ZONE PER MANUFACTURER'S SHOP DRAWINGS. O PLAY AREA BOND BEAM. SEE DETAIL I, SHEET L -2.0e,. © PLAY AREA MOSAIC TILE RETAINING WALL. SEE DETAIL 5, SHEET L-2.08. O PLAY AREA RETAINING CURB. SEE DETAIL 5, SHEET L-2.14. ® 20'X 20' SEQUOIA SHADE SHELTER. SEE DETAIL 5, SHEET L-2.15. iO PLAY AREA RETAINING BOND BEAM. SEE DETAIL 5, SHEET L-2.14 NOTES: ®GONTRAGTOR SHALL BE RESPONSIBLE FOR PROVIDING FINAL SHOP DRAWINGS, PLANS, LAYOUTS, DESIGNS ENGINEERING AND CALCULATIONS FOR ALL APPROVED PLAYGROUND EQUIPMENT A5 A SUBMITTAL FOR REVIEW AND APPROVAL BY THE GNB ENGINEER PRIOR TO PROCUREMENT OF EQUIPMENT AND GON5TRUGTION. DOCUMENTS SHALL INCLUDE BUT ARE NOT LIMITED TO; MAX FALL HEIOHT5, FALL ZONES, MINIMUM REQUIRED 5URFAGING DEPTHS, FOOTING DESIGN AND INSTALL REQUIREMENTS. ®GONTRAGTOR SHALL VERIFY ALL PLAY EQU I PMENT FOOTI NO REM I REMENT5 W 1 TH THE GNB ENG I NEER PRIOR TO BID. STANDARD FOOTINGS BY PLAY EQUIPMENT MANUFACTURER SHALL BE REQUIRED AT A MINIMUM FOR ALL STANDARD PIECES. ALL CUSTOM PIECES WHICH INCLUDE OVERHEAD SHADE / COOL TOPPERS SHALL REQUIRE ENGINEERED FOOTING DESIGNS AND 0ALCULATION5, AS PROVIDED BY THE MANUFACTURER. CONTRACTOR SHALL PROVIDE ENGINEERED DRAWINGS AS A SUBMITTAL FOR REVIEW AND APPROVAL BY THE GNB ENGINEER. OSURFAG I NG I N5TALL I NG CONTRACTOR SHALL HAVE A CALIFORNIA STATE GONTRAGTOR5 L I GEN5E 061 02), LIMITED SPECIALTY, SYNTHETIC, MATERIALS. OF -OU I PMENT I NSTALL I NO CONTRACTOR SHALL BE PERFORMED BY A LANDSCAPE STRUCTURE CERTIFIED INSTALLER. CONTACT LANDSCAPE STRUCTURES FOR AN APPROVED LIST OF CERTIFIED INSTALLERS. RESILIENT RUBBER SURFACING COLOR SCHEDULE O FINAL RESILIENT 5URFAGING COLORS SHALL BE REVIEWED AND APPROVED BY GNB ENGINEER PRIOR TO CON5TRU0TION. OCONTRACTOR SHALL PROVIDE SUBMITTALS ON ALL SURFAG I NG MATERIAL AND EaU I PMENT FOR REVIEW AND APPROVAL BY THE GNB ENGINEER PRIOR TO CONSTRUCTION. OCONTRACTOR SHALL PROVIDE A 12X12 COLOR MIX SAMPLE OF RUBBER FOR EACH RESILIENT SURFACING COLOR MIXTURE AND TYPE AS SPECIFIED ON PLANS, SEE SPECS. PROJECT LANDSCAPE ARCHITECT AND GNB ENGINEER SHALL REVIEW AND APPROVE PRIOR TO GON5TRUGTION. OSEE GON5TRUGTION DETAIL SHEET L-2.08 FOR PLAY AREA BOND BEAM DETAIL, RESILIENT 5URFAGIN6, SAND 5URFAGIN6, AND DRAINAGE SYSTEM DESIGN. SEE 00N5TRU0TION DETAIL 5, SHEET L-2.14 FOR RETAINING PLAY AREA BOND BEAM DETAIL. OFALL ZONES DENOTED ON PLAN VIEW ARE FOR REFERENCE ONLY AND SHALL BE PER MANUFACTURER'S FINAL APPROVED SHOP DRAWINGS. SURFACING DEPTHS SHALL BE PER MANUFACTURER'S MINIMUM SPECIFICATIONS AND RECOMMENDATIONS. SHOULD A CONFLICT ARISE BETWEEN FALLZONE5 AND 5URFAGING LAYOUT FROM THE MANUFACTURER'S DRAWINGS AND THE APPROVED GON5TRUGTION PLANS, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND CITY BEFORE PROCEEDING WITH GON5TRUGTION. OALL CONCRETE TO BE TYPE II/V, MINIMUM COMPRESSIVE STRENGTH PER SPECS. MAXIMUM WATER GEMENT RATIO (W/L,) TO BE 0.5. 5EE GEOTEOH REPORT. PLAY EOU I PMENT AND SURFAG I NO UNDERGROUND SERVICE . II)SCAp 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL REVIEWED: ALERT �10 �PNBACH Z/c q� PLANS PREPARED BY: a 7476-2 "SF ti� 2 2020-0410 1oorDBIDSETSUBMITTAL CONSTRUCTION DETAILS �_ o � I� GRANT HOWALD PARK REHABILITATION (191"11) I� j A L L e V n 3 2020-04-28 100% BID SET Ignatur 31591 Camino Capistrano DESIGN (ENGINEER'S SEAL) L-2.09 08/31/2021 4A40 I I I San Juan Capistrano, CA 92675 GROUP CITY PROJECT MANAGER V Renewal Date www.RJMdesigngroup.com N� 4/27/2020 1Q' DESIGNED: DRAWN: TWO WORK I NC DAYS y)� Date o�� CS TM/TP [949] 493-2600 phone F CHECKED: DATE. CITY OF NEWPORT BEACH P-5264- BEFORE YOU DIG OF CM -N NO. DATE DESCRIPTION OF REVISIONS APPROVED CS 2019-12-05 PUBLIC WORKS DEPARTMENT SHEET 22 OF 51 5YM TYPE DESCRIPTION MIX OSTANDARD TPV BLUE GREEN 50% BLUE 4 50% GREEN O STANDARD TPV MEDIUM BLUE 50% BLUE 4 25$ GREEN � 25% DARK GRAY oonon0000 0000 000 oonon0000 O STANDARD TPV DARK BLUE 75% BLUE $ 25% DARK GRAY 11111111111 O SUPREME TPV BLUE GREEN 50% BLUE 4 50% GREEN SUPREME DARK BLUE O SUPREME TPV SUPREME 75 � BLUE $ 25% DARK GRAY OCONTRACTOR SHALL PROVIDE SUBMITTALS ON ALL SURFAG I NG MATERIAL AND EaU I PMENT FOR REVIEW AND APPROVAL BY THE GNB ENGINEER PRIOR TO CONSTRUCTION. OCONTRACTOR SHALL PROVIDE A 12X12 COLOR MIX SAMPLE OF RUBBER FOR EACH RESILIENT SURFACING COLOR MIXTURE AND TYPE AS SPECIFIED ON PLANS, SEE SPECS. PROJECT LANDSCAPE ARCHITECT AND GNB ENGINEER SHALL REVIEW AND APPROVE PRIOR TO GON5TRUGTION. OSEE GON5TRUGTION DETAIL SHEET L-2.08 FOR PLAY AREA BOND BEAM DETAIL, RESILIENT 5URFAGIN6, SAND 5URFAGIN6, AND DRAINAGE SYSTEM DESIGN. SEE 00N5TRU0TION DETAIL 5, SHEET L-2.14 FOR RETAINING PLAY AREA BOND BEAM DETAIL. OFALL ZONES DENOTED ON PLAN VIEW ARE FOR REFERENCE ONLY AND SHALL BE PER MANUFACTURER'S FINAL APPROVED SHOP DRAWINGS. SURFACING DEPTHS SHALL BE PER MANUFACTURER'S MINIMUM SPECIFICATIONS AND RECOMMENDATIONS. SHOULD A CONFLICT ARISE BETWEEN FALLZONE5 AND 5URFAGING LAYOUT FROM THE MANUFACTURER'S DRAWINGS AND THE APPROVED GON5TRUGTION PLANS, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND CITY BEFORE PROCEEDING WITH GON5TRUGTION. OALL CONCRETE TO BE TYPE II/V, MINIMUM COMPRESSIVE STRENGTH PER SPECS. MAXIMUM WATER GEMENT RATIO (W/L,) TO BE 0.5. 5EE GEOTEOH REPORT. PLAY EOU I PMENT AND SURFAG I NO UNDERGROUND SERVICE . II)SCAp 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL REVIEWED: ALERT �10 �PNBACH Z/c q� PLANS PREPARED BY: a 7476-2 "SF ti� 2 2020-0410 1oorDBIDSETSUBMITTAL CONSTRUCTION DETAILS �_ o � I� GRANT HOWALD PARK REHABILITATION (191"11) I� j A L L e V n 3 2020-04-28 100% BID SET Ignatur 31591 Camino Capistrano DESIGN (ENGINEER'S SEAL) L-2.09 08/31/2021 4A40 I I I San Juan Capistrano, CA 92675 GROUP CITY PROJECT MANAGER V Renewal Date www.RJMdesigngroup.com N� 4/27/2020 1Q' DESIGNED: DRAWN: TWO WORK I NC DAYS y)� Date o�� CS TM/TP [949] 493-2600 phone F CHECKED: DATE. CITY OF NEWPORT BEACH P-5264- BEFORE YOU DIG OF CM -N NO. DATE DESCRIPTION OF REVISIONS APPROVED CS 2019-12-05 PUBLIC WORKS DEPARTMENT SHEET 22 OF 51 STAINLESS HEX NUT STAINLESS ACORN NUT SECTION A SCALE: 1/2" = 1'-0" STAINLESS FIELD THREADED TENSIONER 1, CUT EXCESS THREAD, 2. REMOVE SACRIFICIAL NUT. 3. SCREW ON ACORN NUT. GABLE ATTACHMENT DETAIL SCALE: N.T.S. 111 PLAN VIEW SCALE: I" = 10'-0" LEGEND: OEXISTING GALVANIZED 5TEEL GHAINLINK FENCE P05T5 TO REMAIN — PROTECT IN PLACE. PROVIDE DRILLED HOLE TO RECEIVE GABLE RAILS, A5 INDICATED. OGABLE WIRE: 3/8" BRAIDED "Wl GALVANIZED WIRE ROPE. AVAILABLE FROM SOUTHWEST GABLE RAILING OR ENGINEER APPROVED EQUAL. CONTACT DOUG BEAVER, (626) 806-8—M5. OEX15TINO BLOCK RETAINING WALL, FOOTING AND DRAINAGE TO REMAIN — PROTECT IN PLACE. SEE DEMOLITION PLANS. ®STAINLESS STEEL FIELD THREADED GABLE TEN51 ONER WITH 5.5. ACORN NUT, S.S. HEX NUT AND 5.5. WASHER. INSTALL PER MANUFACTURER'S SPECIFICATIONS. TENS I ONERS TO BE ALIGNED AND 5TAGKED AS INDICATED BELOW. O 7/16" DRILLED GABLE HOLE CENTERED ON POST. ©POURED IN PLACE CONCRETE GRADE BEAM. 5EE DETAIL I, SHEET L-2.03 FOR TYPE AND LOCATION O SYNTHETIC TURF FIELD. SEE CONSTRUCTION PLAN. ® CONTINUOUS GOLD JOINT. SEE DETAIL 2, SHEET L-2.01. ® EXISTING PLANTER AREA OR SLOPE. TO REMAIN, PROTECT IN PLACE. NOTES ®CONTRACTOR TO PROVIDE SCALED SHOP DRAWINGS WITH FIELD VERIFIED DIMENSIONS FOR REVIEW AND APPROVAL BY GNB ENGINEER. O ALL STEEL FITTINGS, RAILS, GABLES, FASTENERS, ETC. SHALL BE STAINLE55 STEEL, GALVANIZED FINISH, SEE SPECIFICATIONS. O REMOVE AND DISPOSE OF ALL EXISTING GHAINLINK RAILS AND MESH. FENCE POSTS TO REMAIN, PROTECT IN PLACE. O CONTRACTOR TO PROVIDE MOCK—UP OF TYPICAL P05T TO POST GABLE RAIL CONNECTION FOR REVIEW AND APPROVAL BY GNB ENGINEER. STAINLESS FIELD THREADED TENSIONER GABLE ATTACHMENT DETAIL FOR REFERENCE ONLY SACRIFICIAL GRINDING NUT STAINLESS WASHERWe - _ Measure post face STAINLESS H7NU STAINLESS ACORN NUT cl PA / SLOPE AREA 6 z —r O v LU TURF FIELD 0) ELEVATION A SEE ENLARO EMENT BELOW PLAN VIEW ENLARGEMENT SCALE: 1/2" = 1'-0" ELEVATION A — EX 1 STI NO BLOCK WALL W/ POST AND GABLE FENCE SCALE: 1/2" = 1'-0" 2 142" HIGH POST AND GfiBLE FENCING UNDERGROUND SERVICE ALERT GALL: ! ! TWO WORKING DAYS BEFORE YOU D I G PLAN VIEW - CONCRETE RAMP SCALE: 1/4" = 1'-0" SEE FOR STRUCTURAL ASPECTS ONLY. STRUCTURAL ENGINEER OL ( Fac DOES NOT ASSUME ANY l/ z RESPONSIBILITY FOR DIMENSIONS w No. S2827 � AND ANY AND ALL ITEMS 4 � RELATED TO ARCHITECTURAL, Y Igne PRECAST ITEMS AND OTHER r sTRUCTU�P� �P �qTF \ GL GL OF CWF 5 p—� I \ 5 ! 4 ' 6 ! I I INSIDE OF RAMP12" kix5'-0" ! 30" TIE IN 30" TIE IN <t ITI 0 "La a zQ X W cv � 441 rr GLR. TYP+7-77. Jo a a 1 =5I ° _ Lo ° mv�lj — IIS SECTION A - 36" HIGH RAMP HANDRAIL SCALE: I" = 1'-0" CONCRETE RAMP % DSCAPF q PLANS PREPARED BY: Q m^ N 0 ignatur 08/31/2021 V Renewal Date N%s 4/24/2020 \� 9T Date F OF CAO. 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone Mir DESIGN GROUP X m 2 2" GLR. DI - HANDRAIL MID -CONDITION SECTION VIEW SCALE: 1 " = 1'-0" 4 OU5TIDE OF RAMP V MAX. 7INSIDE OF RAMP 2 D2 - HANDRAIL END CONDITION PLAN VIEW SCALE: I" = I'-0" �0 FOR STRUCTURAL ASPECTS ONLY. STRUCTURAL ENGINEER OL ( Fac DOES NOT ASSUME ANY l/ z RESPONSIBILITY FOR DIMENSIONS w No. S2827 AND ANY AND ALL ITEMS 4 24 020 RELATED TO ARCHITECTURAL, Y Igne PRECAST ITEMS AND OTHER r sTRUCTU�P� �P �qTF DISCIPLINES. OF CWF p—� 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL 2 2020-04-10 100% BID SET SUBMITTAL 3 2020-04-28 100% BID SET NO. I DATE I DESCRIPTION OF REVISIONS LEGEND: O 5" THICK CONCRETE RAMP SLAB. OCONTINUOUS EXPANSION JOINT. PER DETAIL 2, 2 SHEET L-2.01. OPOURED IN PLACE CONCRETE FOOTING W 1 TH 3 EXPOSED EDGE UP TO 24" RETAINING. ®1-1/2" S.T.D. P.G. (2" O.D.). 3/16" THICK, STEEL PIPE, BOTTOM, MID AND TOP RAILS. WELD TO POST. O1-1/2" 5.T.D. P.G. (2" O.D.). 3/16" THICK, STEEL PIPE RAIL. WELD TO P05T AN HANDRAIL SUPPORT BRACKET, CONTINUOUS. 1-1/2" S.T.D. P.G. (2" O.D.), 3/16" THICK, STEEL © PIPE P05TS AT 4' MAX O.G. SPACING. EMBED MIN. 12" IN CONCRETE PAVING / FOOTING. GORE DRILL OR PROVIDE 3" SCH. 40 PVC SLEEVE, SET 1/2" BELOW ADJACENT FINISH SURFACE. SECURE WITH SUPER POR -ROK OR APPROVED EQUAL, TO 1/2" BELOW ADJACENT FIN15H SURFACE. APPLY 1/2" BEAD OF "GUN GRADE" POLYMER SEALANT BY: PECORA, OR APPROVED EQUAL, TO TOP OF SUPER POR -ROK BACKFILL (800) 523-6570. COVER SURFACE OF NET SEALANT WITH SILICA SAND. SEALANT COLOR: TO MATCH ADJACENT CONCRETE. INSTALL POSTS SPACED EVENLY ALONG RAMP AS SHOWN ON PLAN. O3/4" 5GH 40 STEEL HANDRAIL BRACKET (WELD TO POST), THREADED THROUGH POST, PROVIDE CONTINUOUS HELD. ® SUBORADE PREPARATION AND COMPACTION PER OE07ECH REPORT. SEE SPECIFICATIONS. ® #4 REBAR @ 12" O.G. EACH WAY AT CENTER OF SLAB. OO #4 REBAR X E 19 12" O.G. TYP. I I (2) #5 REBAR T $ B @ 12" O.G. MAX. 12 FIN15H GRADE, SEE CIVIL ENGINEERS PLANS. REVIEWED: (ENGINEER'S SEAL) CITY PROJECT MANAGER DESIGNED:DRAWN: CS TM/TP APPROVED CHECKED: DATE: CS 2019-12-05 NOTES: ®PROVIDE 50ALF—D SHOP DRAWING OF FENCE CONSTRUCTION FOR GNB ENGINEER'S REVIEW AND APPROVAL PRIOR TO FABRICATION. SEE SPECIFICATIONS. ® FABRICATION SHALL BE PER FIELD MEASUREMENTS VERIFIED BY THE CONTRACTOR. O HEIGHT OF HANDRAIL FROM FIN15H SURFACE OF TREAD TO TOP OF HANDRAIL SHALL BE MAX 5611. O ALL STEEL AND FITTINGS SHALL BE METALIZED AND ZING/EPDXY TNEMEC COATED, BLACK, PER 5PE05. SUBMIT SAMPLE OF POST AND RAIL FABRICATION TO SHOW WELDS AND FINISH. SEE SPECIFICATIONS. O BEVEL ALL MEMBERS PRIOR TO WELDING. WELD 4 GRIND FLUSH. ALL WELDS SHALL BE CONTINUOUS GROUND SMOOTH. O ALL METALIZED STEEL PIPE SHALL BE 50H 40, UNLE55 NOTED OTHERWISE . O5EE CONSTRUCTION PLANS FOR FENCE LOCATION. CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO GATE FABRICATION. O ALL CONCRETE TO BE TYPE II/V, MINIMUM COMPRESSIVE STRENGTH PER 5PE05. MAX. WATER GEMENT RATIO (W/C) TO BE 0.5. SEE GEOTECH REPORT. O CONCRETE AND RE I NFORG I NG INFORMATION INDICATED HEREIN, ARE MINIMUMS AND ARE BASED ON INFORMATION CONTAINED IN THE PROJECT GEOTECHNICAL REPORT AVAILABLE AT THE TIME OF PREPARATION OF THESE DOCUMENTS. O SEE CONSTRUCTION PLANS FOR LOCATIONS. CONSTRUCTION DETAILS GRANT HOWALD PARK REHABILITATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 7476-2 (19P11) L-2.10 P -5264—S SHEET 23 OF 51 LEGEND: LU lO OUTDOOR EZH2O BOTTLE FILLING STATION BI -LEVEL PEDESTAL WITH PET -1 STATION NON -FILTERED NON -REFRIGERATED, MODEL NO. LK442OBFIUDB * INSTALLATION IS REQUIRED BY OTHERS. APROX. WT. 530 Lbs. * ALL EDGES TO BE EASED. (CUSTOMER TO OFFLOAD IF OVER 6000 Lbs.) I Z BY ELKAY (800) 476-4106. COLOR: EVERGREEN, FINISH: STAINLESS STEEL AND POWDERGOAT. PEDESTAL SURFACE MOUNT. SEE CONSTRUCTION PLANS * MANUFACTURING TOLERANCE :t4&TE: FOR REFERENCE ONLY ELKAY Elkay Outdoor EZH2O Bottle Filling Station Bi -Level Y_ + PRODUCT: CLASSIC WASTE CONT. (OR-CLS3031W-HOVER25} SPECIFICATIONS Pedestal with Pet Station Non -Filtered Non -Refrigerated 18 _ AND GRADING AND DRA I NAGE PLANS. * CONCRETE COLOR re Dole * By signing above or stamping this drawing 'approved' or Model LK4420BFl UDB �• 1U , O ACCESS DOOR WITH VANDAL RESISTANT SCREWS PER MANUFACTURER. CONCRETE TEXTURE: no exception taken' authorization is given to Quick Crete * SEALER: STANDARD GLOSS SEALER to produce this drawing as shown within a 1/4 tolerance. * ('MO�Jt�TING INSTRUCTIONS andi F)LUMBING CONNECTION$ ° OPERaTdNG PRESS R S: u ~ Q "' 3 MOUNTING PLATE WITH MOUNTING BOLTS CENTERED UNDER FOUNDTAIN PER LID COLOR: *LID MATERIAL STEEL Provide solid well drained stiriaceTamdtattlptaes[a� Suppi`y water 20-1.05�sOti(ILtTri u z -� " MANUFACTURER. STD. 2"DIA. DRAIN HOLE tOW1taITi concrete ad recornmended) Mount oFi -- -- J STD, COLOR &TEXTURE OPTIONS / St! flat; tlmstled surface wllfl ade uate sup rt 18.1oadrnultmrtt :secure ttrnt wttF� X8 /8 mto unuml � i I_ II 14 �j 2 6 SG2' p z I I 8 ® 4" PVC SEWER LATERAL W/BEDDING, SLOPE TO SUMP AT 2% MAX. SEE CONSTRUCTION PLANS L-1.01 AND L-1.03, AND GRADING AND DRA I NAGE �- Tasi�ner� tnotanda+is 1�efea-k� ror�gkl- Sortfid�bd_ uy I O � / LID / i3'f g[uae 1t bt1 s a�ni4, a- 3o�toi EOUALLYsPActb / �' w IY PLANS 0-1.01 AND 0-1.02. �� :.I �I �� i ; 30"DIA• �� I ". t�flowarrelflibleiron pefarnt d IrlsfalV pltimbfig,tllrougFitJTO@rR� TWf1a��12"BC` l OO KSID� (r>60nun ; MAX- p � ICJ _ ry ii r ®� O CONCRETE PA FOOTING AND REINFORCEMENT AS SHOWN. WASTE L z o co �o res \ /� f : 25 1 s 'I D.4 :�� '; - :- (i _ ~:; o © (2) #4 REBAR EACH WAY, TOP AND BOTTOM PLEASE BPECIFY TOUR CHOICE B. CXECKINO BEI. W, CONT. \ �� �� STANOARO P e� BLACK O RED .\ ` /. WASTE. CONT. :'- Y --.. —' "0 - rift Is not iurmshedlKitq seFvlee vafve; .. ( „� g • ° ° • _ (X -N zl —III III=III III cV III < (V J - . Cl _ III . I I 1 1 O II O SGH. 80 PVC WATER LINE W/ 010 SWEEP. CONNECT PER MANUFACTURER O GRAY O BURGUNDY O BROWN O GREEN ! .. O BLUE O IVORY �� - :..:: !�ti'st" "orIpedeslatoverplurn61r1 and�secute6ase<ldi •L. �ti ._ _ 1«q #as(ener�aRemove atess paned and coFtnecsty-(y, p tt ., _ _ __• _ r'! y - ;. e ,IrJ ° 2% MAX, $L.OPE ; ' III III III III III III III III 10 2 SPECS. 1 waterlines Turn on water stt" a01i -mble access pane,s ;o edesta-1` ��� P P —III = (X To VALVE eox > o v yJ 6 - • ® BALL VALVE AND VALVE BOX. USE 10" ROUND VALVE BOX PER C17 -T' LID HOVER 25 W/ PLAN VIEW ra; and service stop not included', p p �RON>)r'rY�S1E% =III IRRIGATION STANDARDS TO ALLOW ROOM FOR CONNECTIONS. PROVIDE 6" SECURITY STEEL CABLE &TAMPER PROOF BOLT x III III—,III IIIIII—III 5 III= III III—IIIIII—III III=III III DEE 3/4 WASHED GRAVEL BELOW BALL VALVE. PROVIDE I CLEAR. P V O PROVIDE FILTER FABRIC OVER DRAIN ROCK. 16 #2 REBAR VERT. & HORZ. LID HOVER 25 - ' I2 G emET► SECT 1 ON VIEW 4 PLAN VIEW - WATERW I SE GARDEN W/SUMP O ADJACENT HARDSCAPE. SEE DETAIL I, SHEET L-2.01 AND CONSTRUCTION '14=9,;16'"= (371iYFrr SCALE: 1/2" = 1'-0" � - � SCALE: 1/4 - I -O PLANS FOR TYPE AND LOCATION. CD II ADJACENT PLANTING AREA. SEE CONSTRUCTION PLANS L-I.OI-L-1.03. .. . . ;:..:. - • .: �� I 12 SUBGRADE PREPARATION AND COMPACTION PER OE07ECH REPORT. SEE A ...... .. :...... .... _. SPECIFICATIONS. •. �� B. - - - 1 � II II 36 X48 CLEAR FLOOR SPACE FOR WHEELCHAIR AGGESSIBILITY . .. 21 GAL a. UNER CIR PL2sC) 31 SLOPE ORI I DRAIN �! ;� ' I.kEIG1X FO I 14 FILTER. 2"DIA. DRAIN HOLE ^,:" , ' • ! • Ttl , _ II �i - I � (��m) LU v IN PER DETAIL SHEET L-2.01. GOLD JOINT, 1, •_0 SECTION VIEW .:..' . :.:.. ::. y I ,:-. : r rain, z K WELL AIN WI H / IA AIN K FREE FROM 3' DEEP ROCK DR T "-I 2" D DR ROG R RO N.T.S. ., ..::. .:. ......-..... 9ltfia r�x'.I :.... oT, nPE .,., � , l�p�i�116LFL:V�an`i711,s(4d.,Al�.� fC erit�i''l.! LTi r -7 WATER/SEWER CONNECTIONS li FINES. SCORE LINES. SEE CONSTRUCTION PLANS AND DETAIL 2, SHEET L-2.01. (LID HOVER25) 26-O.D. X 12-I.D. DOME LID 24 1/4"BOT. O.D. ,,yy,.�• : tfRIt901t8t)I Df3[Oi6t301ter, AT RESTROOM SECURITY CABLE k BOLT VALVE BOX SECTION BLDG. (NO SUMP THIS LOCATION) II IS GHRISTY V -I DRAIN BOX WITH F08G COVER. LOCATE IN PLANTER OR TURF ELEVATION VIEW (aRPL25) 16 3/4-raP X 15'90T. X 2511411. AND. 21 a/1- UNER SCALE: 1/2" = 1'-O" I� II WITH TOP OF GRATE 12" BELOW FINISH GRADE. RM CONSTRUCTION PLAN 0A7E ANO' SHAT o �� n r Quick Crete products Corp. 8/7/14 GS3001Mf15 6 4' GLR 8 I q PROVIDE 4" SPACE BETWEEN DRAIN LINE AND DRAIN ROCK. "AD1'rT' CLASSIC WASTE CONT. (QR-CLS3031 W-HOVER251 'C"E T ■ = T I °A"'""ry` P00JEcr NAME OF 1 (951) 737-6240 PC NO. acIId4aro (� MIN. rl www.oalc RcwETB.coM In keeping with our policy of continuing product improvement, Elkay reserves the right to change product specifications without notice. Please visit elkay.com for v H 5 the most current version of Elkay product specification sheets. This specification describes an Elkay product with design, quality, and functional benefits to the user. _ N 1 1 — I - I ° O NOTES: PLAN VIEW AND SECTION ARE D AGRAMMAT G. SEE CONSTRUCTION PLANS H - When making a comparison of other producers' offerings, be certain these features are not overlooked. (V F — 5 II LiLL rL I FOR LOCATION OF UTILITIES, WATER SUPPLY LINES, SEWER LINES, ETC. LEGEND: Elkay REV LK44 0BFlUDB2019 2222 Camden Court @ 2019 Page 2 Oak Brook, IL 05 3 LK4420BFFlUDB_spe .pdf == -^, --„,-� z T ° a - I� — -1 I I7 , O INSTALL PER MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS.. ® 21 GALLON CLASSIC WASTE CONTAINER W/ LID HOVER 25 MODEL NO. aR-GL55O51W-HO\/ER25, BY _ s -- -- - 18 L J + Q CONFIRM LOCATION AND ORIENTATION OF DRINKING FOUNTAIN WITH aUICKCRETE, aCP-CORP. CONTACT: BRIAN GOTZ AT a a I� ENGINEER PRIOR TO INSTALL. 0UICKCRETE, GCP-CORP (�i51) -73-7-6240. � O I Iq ----- ---- - ---- O CONTRACTOR SHALL FIELD VERIFY SUFFICIENT CLEARANCES FOR ADA BQ INSTALL RECEPTACLE PER MANUFACTURER'S TO CONCRETE PAD. SEE CONSTRUCTION PLANS HFOR 12 10 6 -611 E Q PATH OF TRAVEL ARE PROVIDED PRIOR TO INSTALLATION. ALL CONCRETE TO BE TYPE II/V, MINIMUM COMPRESSIVE STRENGTH PER LOCATIONS. 16 EXISTING SPECIFICATIONS. MAXIMUM WATER GEMENT RATIO (NIC) TO BE 0.5. SEE 4 �� WALK I NO PATH OE07ECH REPORT. SUMP SECTION A PLAN VIEW - RESTROOM (NO SUMP) PLAN VIEW - PASSIVE DOC AREA a 5TH AVE. W/ SUMP SCALE: 3/4” = I' -O" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-O" 5 CONCRETE TRASH RECEPTACLE I ADA PEDESTAL DR I NK I NO FOUN7A I N lel/ BOTTLE F I LLER I$ PET FOUN7A I N a 3 LEGEND: O OUTDOOR F-ZH2O BOTTLE FILLING STATION BI -LEVEL PEDESTAL NON -FILTERED NON -REFRIGERATED. MODEL NO. LK442OBFIU BY ELKAY 2 (800) 476-4106. COLOR: EVERGREEN, FINISH: STAINLESS STEEL AND ° / / / / POWDERCOAT. PEDESTAL SURFACE MOUNT. SEE CONSTRUCTION PLANS El Elkay Outdoor EZH2O Bottle Filling Station Bi -Level Pedestal �Y AND GRADING AND DRAINAGE PLANS. ® % Non -Filtered Non -Refrigerated SPECIFICATIONS Model LK4420BFl U O ACCESS DOOR WITH VANDAL RESISTANT SCREWS PER MANUFACTURER. II=III II=III== III III=III III=III - = - - lGIi5UFM71%G INW R U CTtOWAil dR p�1tltiBiN�oluNECTLI OPERfaiING'IPRssURES: Supply, Nater 20 = los psi max:1i.a fraw�i� sand w�llsdralned surf'a�e t� r110117itt O MOUNTING PLATE WITH MOUNTING BOLTS CENTERED UNDER ADA ARM PER MANUFACTURER. III --1 1=1 I—III—I 1=1 1=1 I— —III—I EQ EQ 5610.0. EQ EQ TOPVIEW nbihL 4 EGTION - I UNIT, 2 BIKES 5 w suppoT� ,306ilI f irunlmfim {�)s7> rrirwn�trttlDa - _ ® CONNECT TO EXISTING DRAIN LINE AT BUILDING. SCALE: 1/2" = I' -O" _________ ________ __ _________iste�OoTil�atta>tedl�rrtl(�(tc, — I II 8 -O � 11 36 MIN. GLR. I I 36 MIN. GLR. � VIII � .Wa�ra�� r ' JU Y' �... .1 _ �. . .... .. ,� `...=��. S;i�ti � S CONCRETE PAD, FOOTING AND REINFORCEMENT AS SHOWN. GLR. SPACE FOR 2 BIKE PARKING ,SPACE TYP. FROM SPACE TYP. FROM, J 2 =---- ---J Q ._ Oagfeand,i�stalioplurrl�rng,du t � l' © #4 REBAR AT 16 O.G. EACH WAY, TOP AND BOTTOM. UTSIDE OF RACK UTSIDE OF RAG Q LU I q" Q z Lu Iii Unitlsnot€urnlsfiocf- 6servtca�a� O 111 ° 2 SGH. 80 PVC, WATER LINE W/ CIO SWEEP. CONNECT PER z aC S 1 5 5 5 I 2'_611 I 0 3 w o- lL h Ebb-i0ra ped'esta( over pLumliMoand seer llifes :td� I I fasteners ,Remove access eis and eenecsl MANUFACTURER SPECS AT BUILDING. d `t W andl wate-rul ne Tt,r ,n water �rtpp �h f C~E Cl T I E,VI `aneTsto ® n BALL VALVE AND VALVE BOX. USE 10 ROUND VALVE BOX PER CITY OIL° MAX RPassPmtiTeacc�ls deta�� p -= Trap and service'sto not Rdl[I IRRIGATION STANDARDS TO ALLOW ROOM FOR CONNECTIONS. w PROVIDE 6" DEEP 3/4" WASHED GRAVEL BELOW BALL VALVE. PROVIDE m 14— dIIIIIIII—III !X 1 —III III=III s 1� ADJACENT WASTE RECEPTACLE. SEE DETAIL 3 SHEET L-2.11. , 31 O d GON T_1 _ CONNECT AT 1 1 11 �ILDI11 6-= viii — III=III IIIIIIIII—III III=III- 1' ! I I, I I ADJACENT CONCRETE PAVING. SEE DETAIL I, SHEET L-2.01. A . ADJACENT PLANTING AREA SEE CONSTRUCTION PLANS MIN. GLR. v IN. GLR. v - I I I I I I I I I I o —III - II III SJ'00 �I�I�IiIIII -1H . 1 ;I t I ,, 44 1 -, ) 12 O SUBGRADE PREPARATION AND COMPACTION PER OE07ECH REPORT. SEE SPECIFICATIONS. PLA - I UNIT 2 BIKES i (: �18rntn� �I �� SGA E: 1/2" = 1'-0" m PLAN 1 SCALL: I/2' =1 I' -O" I ----L---------L I I I I I I I I ----------------L----�---- ---------�--------J 12 -1 4 SECTION VIEW SCALE: 1/2" = I' -O" 1 �' I tin H I Yaa3M�t�: 3a`_ 48a7mm) 13 14 560"X4,5"CLEAR FLOOR SPACE FOR WHEELCHAIR AGGESSIBILITY. FILTER. 62r)] 23-F i , (587mm) ° LEGEND:' �� (6s6 n ItINISHED I S GOLD JOINT, PER DETAIL 2, SHEET L-2.01. 1 BIKE RACK, BY: FORMS+SURFACES. MODEL: TRIO BIKE RACK. O GYG BUILDING � II a ;, FLooR' r 3 I FINISH: POWDERGOAT COLOR: ALUMINUM. CONTRACTOR SHALL �� ADA R uirement -, ,_____- � � A -318 �7D; p gibeCattnecl. Shut off valve by'ottiiI NOTES: UTILIZE STAINLESS STEEL ANCHORS AND BOLTS FOR INSTALLATION. I II 6 _7 a=Remoypane s"xf `- C-Removablebottomcoverh ® PLAN VIEW AND SECTION ARE DIAGRAMMATIC. SEE CONSTRUCTION CONTACT: (800) 451-0410. SEE CONSTRUCTION PLAN FOR PLANS FOR LOCATION OF UTILITIES, WATER SUPPLY LINES, SEWER 2 ° LOCATIONS AND NUMBER OF UNITS PER GONF I GURATI ON. SURFACE L I NES, ETC. MOUNT PER MANUFACTURER'S RECOMMENDATIONS. 2O CONCRETE PAVING PER DETAIL 1, SHEET L-2.01. , © INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.. SURFACE MOUNT WITH BASE PLATE, PER MANUFACTURER'S RECOMMENDATIONS. BASE PLATE IS PRE -MATCHED WITH RACK TO iQ ® ° _ - - -� - - °� C O CONFIRM LOCATION AND ORIENTATION OF DRINKING FOUNTAIN WITH ENG I NEER PRIOR TO INSTALL. III—III=1 —III —_ =111=111= INSTALLED KEEP PRE I 1 I /n keeping with our policy of continuing product improvement, Elkay reserves the right ro change product specifications without notice. Please vises s/kay.com for the This describes Elkay design, functional benefits to the _ — BE -MATCHED SETS TOGETHER THROUGHOUT INSTALLATION. � I I � most current version ofElkayproduct spe�cationsheets. specificadonanproduct with quality, and user. When making a comparison of other producers' offerings, be certain these features are not overlooked. DO CONTRACTOR SHALL FIELD VERIFY SUFFICIENT CLEARANCES FOR 4tJ SECTION - I UNIT, I BIKE SCALE: 1/2" = 1'-0" 3 2 ® SUBGRADE PREPARATION AND COMPACTION PER OE07ECH REPORT. , _ - _ - _, I' Elkay REV 07182019 2222 Camden Court @2019 Page 2 LKaa20BF1U oak Brook, IL 60523 LK4420BF1U_spec.pdf ADA PATH OF TRAVEL ARE PROVIDED PRIOR TO INSTALLATION. SEE SPECIFICATIONS. i j I EO ALL CONCRETE TO BE TYPE II/V, MINIMUM COMPRESSIVE STRENGTH 2 5 6 (oil O PROVIDE I'-6" X Gi" CONCRETE KEY FOR ANCHORING LOCATIONS. — � � / � � PER SPECIFICATIONS. MAXIMUM WATER GEMENT RATIO (NIC) TO BE 0.5. SEE GEOTECH REPORT. �rj _ IO o IDENTIFY LOCATIONS OF KEYS FOR BIKE RACK INSTALLATION. / z a NOTE: ® CONTRACTOR TO FIELD VERIFY PROPOSED CONCRETE PAD / - DIMENSIONS FOR RACK CONF I GURATI ONS TO ENSURE REOU I RED \ I l� W CLEAR SPACE BETWEEN NUMBER OF RACKS AND PATH OF TRAVEL 15 PROVIDED AS DESIGNED. SHOULD ANY DISCREPANCIES ARISE — — — — — r - THICKENED _ THE GNB ENG I NEER AND LANDSCAPE ARCHITECT TELT SHALL BE NOTIFIED \ 1 � SECTION AT IMMEDIATELY. 3' v 4' RACKS ONLY—I O ALL CONCRETE TO BE TYPE II/V, MINIMUM COMPRESSIVE STRENGTH t MIN. GLR. z MIN. GLR. j PER SPECIFICATIONS. MAXIMUM WATER GEMENT RA710 (W/C) TO BE 0.5. SEE OE07ECH REPORT. PLAN VIEW - TOTLOT (NO SUMP) PLAN - I UNIT, I BIKE c(m III III- III III III SCALE: 1/4 = I -O SCALE: 1/2" = 1'-0" SECTION - SURFACE MOUNT OG CONCRETE AND REINFORCING INFORMATION INDICATED HEREIN, ARE - SCALE: I" - I'-0" MINIMUMS ARE BASED ON INFORMATION CONTAINED IN THE PROJECT GEOTECHNICAL REPORT AVAILABLE AT THE TIME OF PREPARATION OF THESE DOCUMENTS. 4 BIKE RACK 2 ADA PEDESTAL DR I NK, I NO FOUN7A I N lel/ BOTTLE FILLER ONL`I' UNDERGROUND SERVICE ALERT c' E FOR STRUCTURAL ASPECTS �O QR, r /0�g1 ONLY. STRUCTURAL ENGINEER DOES NOT ASSUME ANY i.1DSCAp �O �PNBACH I/F q�� 'VolF y� PLANS PREPARED BY: lid PA 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL REVIEWED: CONSTRUCTION DETAILS 7476-2 (19P11) 2 2020-0410 a 100% BID SET SUBMITTAL � A L L ��.,� F�� 2 RESPONSIBILITY FOR DIMENSIONS =`0 y��..._. oN m �• GRANT HOWALD PARK REHABILITATION 3 2020-04-28 100% BID SET n eApa /� " NO. 52827 AND ANY AND ALL ITEMS 4/24/2020 RELATED TO ARCHITECTURAL, Signed g PRECAST ITEMS AND OTHER gnatur 08/31/2021 v Renewal Date 31591 Camino Capistrano DESIGN San Juan Capistrano, CA 92675 GROUP www.RJMdesigngroup.com (ENGINEER'S SEAL) L-2 11 CITY PROJECT MANAGER DESIGNED: CS DRAWN: TM/TP CITY OF NEWPORT BEACH P -5264-S TWO WORK 1 NO DAYS s sT F� Q DISCIPLINES. �qT RUC T U� � q o�2022 N� 4/24/2020 �� [949] 493-2690 9�� Date [949] 493 2600 NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: 24 51 SHEET OF BEFORE YOU DIG F OF CAO- DATECS O�� OF CA1-�� PUBLIC WORKS DEPARTMENT 2019-12-05 ADA P I GN I G TABLE STANDARD P I GN I G TABLE PRODUCT: Q-LBT102PTADA WEIGHT: 2616 PRODUCT: Q-LBT-96PT P=MER:27071bs b x e X (C EEG HT: 2 F 16 l Ea4ERBLW Lbs.) WEIGHT: 2 F07 I IFGVERW[GIffi) Authorized Signature Date Authorized Signature Date Qv / CONCRETE COLOR: CONCRETE TEXTURE: ' CONCRETE COLOR: CONCRETE TE XTURE: B6• eysrlsaba6pmpmBe'aa //11 O MARLRE) 0 FRSOGmO CMFMWWEiCH O WNLHLLFED O RaCHOU O CRAFIVIMETCx �p'ar5ro'mwpllrnpaes'Foteraeos 9 9 QUANTITY: Q IATLRAL Q BUGOW O SIPATA O RTR O BUNW19N O STRATA OIASWQW+TE O AaaBETAUIE QUANTITY: O ww0xwx� O AOTADP UIE O CIMM COLOR O UTIE O cu rOMcamQ O x+A25O wRaEar�'�� O Q SEALER: STANDARD SEALER SEALER: STANDARD SEALER r GENERAL PRODUCT NOTES: , ? a •�+ E' LEGEND: GENERAL PRODUCT NOTES: V V E =EXPOSED FINISHED SURFACE 5,000 P.S.I. CONCRETE E = EXPOSED FINISHED SURFACE Wdi I INSTALLATION IS REQUIRED BY OTHERS. REINFORCED WIREBAR & NYLON FIBERS O PASADENA CONCRETE BENCH'. MODEL #: GI-PA584B, COLOR: ALL EDGES TO BE EASED. DISABLED ACCESS COMPLIANT ALL EDGES IS REQUIRED BY OTHERS. —} ALL EDGES TO BE EASED. I' G -I (NATURAL), TEXTURE: T-3 (SANTE FE SANDBLAST), MANUFACTURING TOLERANCE s1/4". 5 YEAR GUARANTEE MANUFACTURING TOLERANCE:ElW.— — 5000P.SLCONCRETE I BY:QUIGKGRETE, GOP—CORP. SEALER: ANTI GRAFFITI COATING. 1YPDAL UISABLEDACCESSCOMPLIART CONTACT: CYNTHIA GHAVEZ AT QU GKGRETE, QGP-CORP (C151) MIE0. CHAR REINFORCED WIREBAR&NYLON FIBERS - 737-6240. EXT. 221 ADA LOGO 5YEARGUARANTEE PANTED ADA CO C / e[uE & WRITE CO J 2 - O SURFACE MOUNT BENCH TO CONCRETE AMN TY FAD PER /- MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. Ul m tel/ Q � •-Z SEE GONSTRUGTION PLANS L-I.OI AND L-1.02. �. 5 a — Z :: > ' � - �.:...:•.:.....:.:: � CONCRETE MOW CURB WHERE OCCURS PER CONSTRUCTION PLANS AND DETAIL 3, SHEET L-2.01. .:....::...... U 621/4- 1Y tz T/t8 p .i 36• Tz PLAN VIEW 72* z ~ 8' 38' O :\ 0 31/2' G 'T .. .. .: ;..: ,`: Ll F(.f 1.176/. : ,• 8 20 12 PLAN VIEW ILL SIDE ELEVATION VIEW "' ^ '' � ` 629/18• 24 5 - PLAN VIEW - BENCH ON PAD 1021 1/2'CRMFEll SIDE ELEVATION VIEW ELEVATION VIEW SCALE: (o" = 1'-0" 4. TABLE & BDKSI 0�) 1 29 1/z• DETAIL "A" s * INSTALLATION IS REQUIRED BY OTHERS. APROX. WT. 1574 Lbs. * ALL EDGES TO BE EASED. (C�T '0? FFLOAD IF OVER 6000 Lbs.) _ r--- � * MANUFACTURING TOLERANCE :0/4'. NOTE: FOR REFERENCE V 708`1"" -� 72• * PRODUCT: PASADENA BENCH 01 -PAS -84B) ACCESS ELEVATION VIEW * QUANTITY: PATE FILEN' 1w *CONCRETE COLOR: _111 ure DoM Q 21 CONSTRUCTION PLAN 2/gry7 _QLBT-1U2Pi * By signing above or stamping this drawing "approved• or CONCRETE TEXTURE: X no exception taken' authorization is given to Quick Crete v Q-LBT10PPY'AbXI-P"Idl ,M"_,• y * SEALER: STD. GLOSS SEALER to produce this drawing as shown within a 1/4• tolerance. C II wllwvgcp-oorp,com �.NG. oc�aNG. X * STD. COLOR & TEXTURE OPTIONS QUICK CRETE RECOMMENDS b o M ¢ USING ADHESIVE TO ANCHOR THE / - BENCH TO A CONCRETE FOOTING. o / STD LEGEND: O O CONCRETE PICNIC TABLE. MODEL #: G2-LBT-g6PT AND /ur SIGN TYPE B, ONLY AT THIS O-LBT102PTADA BY QUI GKGRETE GOP -CORP. COLOR: G -I (NATURAL). TbXTURE: T-5 (5ARTA FE SANDBLAST). I �`• o / LOCATION SEALER: ANTI -GRAFFITI COATING. CONTACT: CYNTHIA= 74 1/2• 13U GHAVEZ AT QUICKGRETE, QGP-CORP (C151) 737-6240. I LU EXT. 221 I I R75 5/16" m I OSURFACE MOUNT TABLE TO CONCRETE AMENITY PAD " " OLU PER MANUFACTURER'S RECOMMENDATIONS AND I I SPECIFICATIONS. SEE CONSTRUCTION PLANS FOR A LOCATION OF STANDARD AND ADA PADS.El I " PLAN VIEW +• 24• SCALE: 1/4" = I' -O" d s° / u �ADA .: o _ ------ I I--24• � 6• r 1 m ro 17" MIN. v FRONT ELEVATION VIEW SIDE VIEW (U SIGNAGE TYPE: �� v ° ; oB UNAUTHORIZED VEHICLES Al ADA PARKING SIGN PARKED IN DESIGNATED ACCESSIBLE SPACES NOT (USED ON ALL ADA STALLS, INCLUDING VAN) PLAN VIEW 1 I DISPLAYINGDIORN CASHING Z GALTRANS STD. SIGN #R�i�iG SCALE: I" = 10'-O" ENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES MAY BE ADA ADDITIONAL PARKING SIGN TOWED AWAY AT OWNER'S — EXPENSE. N PER GBG II5-502.8 TOWED VEHICLESMAY BE (INSTALLED I" BELOW ADA PARKING SIGN) RECLAIMED AT IBY TELEPHONING G❑ ADA VAN PARKING SIGN "N" 5 STANDARD AND ADA CONCRETE P I GN I G TABLE I CONCRETE BENCH A ` SERELER"°"°"uMBERi (USED ONLY ON VAN ACCESSIBLE STALLS, INSTALLED I" BELOW ADA PARKING S 1 GN) 6 I GALTRANS STD. SIGN #R7-85 LEGEND: ° 4 IO SIGN TYPE C ONLY AT POST _ G LOCATION SHOWN ON PLAN G �p [O 4"x4" EXTRUDED ALUMINUM POWDER COATED POST WITH POST ° °° ENLARGEMENT GAP. POST TO BE LOCATED AS SHOWN LANDSCAPE ° CONSTRUCTION PLAN. C a SIGN TYPE B, ONLY AT POST O FINISH GRADE PER CIVIL ENGINEER'S GRADING PLANS. I I 2 — LOCATION CLOSEST TO B PARKING LOT ENTRY O 3 POURED IN PLACE CONCRETE FOOTING AS SHOWN. - ® COMPACTED MOISTURE CONDITIONED 5UE30RADE PER L GEOTECHNICAL REPORT. 2 O BAND ADJACENT CONCRETE PAVING PER CONSTRUCTION PLAN AND DETAIL I, SHEET L-2.01. ° °° ° ° DOC BAO DISPENSER � © FABRICATED ALUMINUM PANEL WITH SILK SCREEN GRAPHICS SIGN. _ _ a o LEOEND: �z EACH PANEL SHALL INCLUDE (2) BOLTS 4 WASHERS AND A � a < 2 a ? a a 7 a a °° DOG BAG D15PEN5ER,� BY: DOGGIE WALK MOUNTING CHANNEL. MOUNT PANELS) ON ALUMINUM POSTS) AS ° ° ° � ° ° . U BAGS. COLOR TO BE MARLIN BLUE, MODEL #005 -CLASSIC -BLU. ILI I- V N SHOWN. ALL POST LOCATIONS (2 TOTAL) SHALL INCLUDE (I) SIGN ° LU ni W ° ° , DISPENSER TO BE SECURED WITH MASTER COMBINATION LOCK, LU °° G ° 1� °° a ° ° a •° o MODEL #007 BY MANUFACTURER. EACH OF TYPE A AND TYPE G. AT LOCATION CLOSEST TO THE a ° p- — IL a ° ° ❑ Z O PARKING LOT ENTRY PROVIDE (I) SIGN TYPE B. AT ALL POST ° ° ° _ - _ ° a ° ° ° ° ° ° 0- ❑ O 2"X2" X 7' GALVANIZED STEEL POSTS. GUT POSTS TO 51ZE TO mid) 0d) ° • G ° o ALLOW 12" OVERLAP BETWEEN POSTS. ATTACH WITH (2) SETS OF >L LOCATIONS, PROVIDE MINIMUM 7'-0" CLEARANCE FROM F I NI SHED ° z z ° ° ° GALVANI ZED BOLT5, WA5HER5 AND NUTS. EMBED F I RST POST O GRADE TO BOTTOM OF LOWEST SIGN. SEE CONSTRUCTION PLAN ° ° ° ° ° _ ° ° a °° a ° ° a ° • �- w o I MIN. 14" DEEP INTO CONCRETE FOOTING. FOOTING SHALL BE SET L-I.OI FOR POST LOCATIONS. ° a ° _ } o BELOW CONCRETE PAVING. OVERLAP BASE POST WITH SECOND ° aA Z • ° ° °Z ° _1 I — O o POST BY A MINIMUM OF 12 . ATTACH WITH (2) SETS OF z ~ O Y4" EXPANSION JOINT MATERIAL SURROUNDING POST AT CONCRETE GALVANIZED BOLTS, WASHERS AND NUTS. m PAVING. PROVIDE GORE DRILL N CONCRETE PAVING AND a • ° = a a ° _ ° G ' O CONTACT: (500)564-1651. A ABH TOOPGI SOTiNIMODELSE �505. OF O FOOTING TWICE THE WIDTH OF THE POST, TO A MIN. DEPTH OF 18" (� , ° �Q a — ° ° ° r 1 I I GALVANIZED BOLTS, WASHERS, &NUTS. ~ (WITHIN FOOTING). SECURE WITH SUPER POR -ROK OR APPROVED ° ° ° ° ° °44 2 EQUAL TO Y2" BELOW ADJACENT FINISH SURFACE. APPLY Y2" BEAD j 2 �i ® POURED IN PLACE CONCRETE FOOTING AS SHOWN. OF "GUN GRADE" POLYMER SEALANT BY: PEGORA, OR APPROVED❑ O Y4" EXPANSION JOINT MATERIAL SURROUNDING POST AT EQUAL, TO TOP OF SUPER POR -ROK BACKFILL. 5EALAN7 COLOR 4 o z CONCRETE PAVING. PROVIDE GORE DRILL IN CONCRETE PAVING ❑ a a a TO MATCH ADJACENT CONCRETE. SLOPE AWAY FROM POST - t(1 o PEASE DO YOUR PARI TO HELP SECTION AND FOOTING SECTION, TNCE GE THE W I DTH OF THE POST, a a BASE TO DRAIN. O o KEEP OUR TO A MIN. DEPTH OF 18". SECURE WITH SUPER POR -ROK OR ° ° 12 DIA. MIN. 12 D MIN. -1 o `t aEcz1A° 31al APPROVED EQUAL TO Y2" BELOW ADJACENT FINISH SURFACE. ' ° °, _ `t o MADtFECA< ISD APPLY Y2" BEAD OF "GUN GRADE" POLYMER 5EALANT BY: ° _ Z z ❑ I'"5i PEGORA OR APPROVED EQUAL TO TOP OF SUPER POR -ROK ❑ P sy 11E CiuICN ANI, -I °° ° • • ° • - ® CONTRACTOR TO STAKE PROPOSED LOCATION OF SIGN IN FIELD SECTION -BBQ ON PAD ®TOT LOT SECTION -A -BBC2 AT WALL ®RETENTION WALL o Ir 7 � Ivmft to>rvanAl BACKFILL. SEALANT COLOR TO MATCH ADJACENT CONCRETE. FOR REVIEW AND APPROVAL BY GNB ENGINEER PRIOR TO SCALE: I" - I' O" SCALE: I" - I' O" �,ar- SLOPE AWAY FROM POST BASE TO DRAIN. 3 I • >, - INSTALLATION. iIIIIII—III- 1Li . III rori?•rs Na•0,.a'`r.nL1 p m LEGEND: III_—III SUBGRADE PREPARATION AN COMPACTION PER OE07ECH °. ° °° •d _ B CONTRACTOR TO PROVIDE SCALED SHOP DRAWINGS FOR REVIEW O STEEL 'SUPER DUTY' PEDESTAL BBQ. MODEL # 5D-400, BY WIN5TON MCKEE (510) 421-3014. NOTE: FOR REFERENCE ONLY 1110 !oI ° REPORT. SEE SPEGIFIGATIONS. 4 _ O AND APPROVAL BY GNB ENGINEER PRIOR TO CONSTRUCTION. INSTALL PER MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS. ° . ° ° 10j = O O CONCRETE PAVING PER DETAIL I, SEE SHEET L-2.01 CONTRACTOR TO SUBMIT SAMPLE OF THE SIGN FOR REVIEW AND 2 EXISTING WALL TO REMAIN. PROTECT IN PLACE. SUPER DUTY BBQ III- 0 APPROVAL BY GNB ENGINEER PRIOR TO FABRICATION PER 3 POURED IN PLACE CONCRETE BAND, PER CONSTRUCTION PLANS AND DETAIL I AND 4, — 6 _ GENERAL NOTES: SHEET L 15" DIA. MIN. SPECIFICATIONS. SD -400 _ 4 51L)55RADE PREPARATION AND COMPACTION PER OE07ECH REPORT. SEE SPECIFICATIONS. 24' 12' �0 ® DISPENSER OPENING TO BE MOUNTED AT 45" OR LE55 FROM FINISHED DO REGULATORY SIGNS SHALL BE NO LESS THAN 17" BY 22" IN SIZE = + DIA. SURFACE/ GRADE PER ADA REGU I REMEN75 FOR FORWARD REACH. AS SHOWN, WITH LETTERING NOT LESS THAN I" IN HEIGHT. 5 EX1571NO FOOTING TO REMAIN. PROTECT IN PLACE. MIN. BO SEE CONSTRUCTION PLAN FOR LOCATION. 6 POURED IN PLACE CONCRETE FOOTING. EMBED BBQ POST IN GORE DRILL OF FOOTING. SECTION VIEW O CONCRETE AND REINFORCING INFORMATION INDICATED HEREIN,O ALL CONCRETE TO BE TYPE 11/V, MINIMUM COMPRESSIVE STRENGTH PER SCALE.- 5/4"=I'-0" ARE MINIMUMS AND ARE BASED ON INFORMATION CONTAINED IN JSTANDARD EMBEDDED POST O Y4" EXPANSION JOINT MATERIAL SURROUNDING POST AT CONCRETE PAVING. PROVIDE SECTION �� � �� SPECIFICATIONS. MAXIMUM WATER GEMENT RATIO (NIC) TO BE 0.5. SEE THE PROJECT GEOTECHN I GAL REPORT AVAILABLE AT THE TIME GORE DRILL IN CONCRETE PAVING AND FOOTING TW I GE THE W I DTH OF THE F10571 TO A ALL GRILLS ARE LASER CUT INSTALLATION SCALE: 1/211 = I -O OE07ECH REPORT. MIN. DEPTH OF 18" (WITHIN FOOTING). SECURE WITH SUPER POR -ROK OR APPROVED EQUAL OVER 4005Q INCHES OF COOKING SURFACE OF PREPARATION OF THESE DOCUMENTS. GRILL ROTATE IBP TO O Y2" BELOW ADJACENT FINISH SURFACE. APPLY Y2" BEAD OF "GUN GRADE11 POLYMER "x�T` ALL CONCRETE TO BE TYPE II/V, MINIMUM COMPRESSIVE Sp-`h•� STRENGTH PER SPECS. MAXIMUM WATER GEMENT RATIO (NIC) TO SEALANT BY: PEGORA, OR APPROVED EQUAL, TO TOP OF SUPER POR -ROK BACKFILL. SEALANT COLOR TO MATCH ADJACENT CONCRETE. SLOPE AWAY FROM POST BASE TO BE 0.5. SEE OE07ECH REPORT. DRAIN. 3/8" fide pun t;iiii k 118' •ixe 8 COALS REST ON ]/2 FIBER REINFORCED 31 s/s• ADJACENT HARDSGAPE. SEE CONSTRUCTION PLAN. THICK STEEL PLATE CONCRETE FOOTING zs° RECOMMENDED. qO GOLD JOINT. SEE DETAIL 2, SHEET L-2.01. 10 EX1571NO SLOPE LANDSCAPE AREA. PROTECT IN PLACE. SEE PLANTING PLANS. SURFACE MOUNT OPTION \ �` GALVANIZED NOTES:POLE OPTION IS Of�\� RECOMENDEO INSTALL BARBEQUE PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS F I GATI ONS PER Super Duty BBQ �, STANDARD EMBEDDED POST SPECIFICATION. Model # 5D-400 O CONTRACTOR TO FIELD STAKE PROPOSED BARBEQUE RELOCATION FOR GNB ENGINEER REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. WinstonMCKee d / OALL CONCRETE TO BE TYPE II/V, MINIMUM COMPRESSIVE STRENGTH PER SPECwinston.mcicee�aaoLcomS. MAXIMUM PHONE: 510-421-3014 WATER GEMENT RA710 (NIC) TO BE 0.5. SEE GEOTECH REPORT. STANDARD EMBEDDED POST INSTALLATION ACwr.,oESS1E3LE PARK 1 NO S I O NAOF 4 PEDESTAL BARBEQUE (SINOLE) 2 PET !TASTE STATION UNDERGROUND SERV I GE FOR STRUCTURAL ASPECTS DSCgp 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL REVIEWED: p ,r E ,/� PN F PLANS PREPARED BY: 7476-2 ALERT �Oe - �A� ONLY. STRUCTURAL ENGINEER p �' �,WCH tle 9�p CONSTRUCTION DETAILS 0� p F� DOES NOT ASSUME ANY ��' S�� Fps �y '1 2 2020-04-10 100% BID SET SUBMITTAL (19 P 11) RESPONSIBILITY FOR DIMENSIONS Fo ■� GRANT HOWALD PARK REHABILITATION N U m 3 2020-04-28 100% BID SET No. 52827 AND ANY AND ALL ITEMS w A 31591 Camino Capistrano DESIGN (ENGINEER'S SEAL) �_2 2 / g San Juan Capistrano, CA 92675 CITY PROJECT MANAGER 4A40 � 424 0 � RELATED TO ARCHITECTURAL, � U 08/31/2021 V � GROUP slgne PRECAST ITEMS AND OTHER Renewal Date www.RJMdesigngroup.com DESIGNED: DRAWN: TWO WORKING DAYS q�C��\P gISc�IP2o22 Nye 4/Dat eZD ��� 949]493-2600 [949]493-2690 CS TM/TP CITY OF NEWPORT BEACH P -5264-S � //33 � BEFORE YOU DIG F OF CAO- 'gyp l� OF CAL��O [ NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: CS 2019-12-05 SHEET OF PUBLIC WORKS DEPARTMENT 25 51 0000000 0000000 0000000 0000000 00°0000 000 TJ0000000 0° 00 0000000 /v 0000000 T O O O O O 0000000 O O O 0 0000000 0000000 0000°°° ^ 000000 lJ J 0 0 000000 0000000 000 0000 20 12 PLAN VIEW ILL SIDE ELEVATION VIEW "' ^ '' � ` 629/18• 24 5 - PLAN VIEW - BENCH ON PAD 1021 1/2'CRMFEll SIDE ELEVATION VIEW ELEVATION VIEW SCALE: (o" = 1'-0" 4. TABLE & BDKSI 0�) 1 29 1/z• DETAIL "A" s * INSTALLATION IS REQUIRED BY OTHERS. APROX. WT. 1574 Lbs. * ALL EDGES TO BE EASED. (C�T '0? FFLOAD IF OVER 6000 Lbs.) _ r--- � * MANUFACTURING TOLERANCE :0/4'. NOTE: FOR REFERENCE V 708`1"" -� 72• * PRODUCT: PASADENA BENCH 01 -PAS -84B) ACCESS ELEVATION VIEW * QUANTITY: PATE FILEN' 1w *CONCRETE COLOR: _111 ure DoM Q 21 CONSTRUCTION PLAN 2/gry7 _QLBT-1U2Pi * By signing above or stamping this drawing "approved• or CONCRETE TEXTURE: X no exception taken' authorization is given to Quick Crete v Q-LBT10PPY'AbXI-P"Idl ,M"_,• y * SEALER: STD. GLOSS SEALER to produce this drawing as shown within a 1/4• tolerance. C II wllwvgcp-oorp,com �.NG. oc�aNG. X * STD. COLOR & TEXTURE OPTIONS QUICK CRETE RECOMMENDS b o M ¢ USING ADHESIVE TO ANCHOR THE / - BENCH TO A CONCRETE FOOTING. o / STD LEGEND: O O CONCRETE PICNIC TABLE. MODEL #: G2-LBT-g6PT AND /ur SIGN TYPE B, ONLY AT THIS O-LBT102PTADA BY QUI GKGRETE GOP -CORP. COLOR: G -I (NATURAL). TbXTURE: T-5 (5ARTA FE SANDBLAST). I �`• o / LOCATION SEALER: ANTI -GRAFFITI COATING. CONTACT: CYNTHIA= 74 1/2• 13U GHAVEZ AT QUICKGRETE, QGP-CORP (C151) 737-6240. I LU EXT. 221 I I R75 5/16" m I OSURFACE MOUNT TABLE TO CONCRETE AMENITY PAD " " OLU PER MANUFACTURER'S RECOMMENDATIONS AND I I SPECIFICATIONS. SEE CONSTRUCTION PLANS FOR A LOCATION OF STANDARD AND ADA PADS.El I " PLAN VIEW +• 24• SCALE: 1/4" = I' -O" d s° / u �ADA .: o _ ------ I I--24• � 6• r 1 m ro 17" MIN. v FRONT ELEVATION VIEW SIDE VIEW (U SIGNAGE TYPE: �� v ° ; oB UNAUTHORIZED VEHICLES Al ADA PARKING SIGN PARKED IN DESIGNATED ACCESSIBLE SPACES NOT (USED ON ALL ADA STALLS, INCLUDING VAN) PLAN VIEW 1 I DISPLAYINGDIORN CASHING Z GALTRANS STD. SIGN #R�i�iG SCALE: I" = 10'-O" ENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES MAY BE ADA ADDITIONAL PARKING SIGN TOWED AWAY AT OWNER'S — EXPENSE. N PER GBG II5-502.8 TOWED VEHICLESMAY BE (INSTALLED I" BELOW ADA PARKING SIGN) RECLAIMED AT IBY TELEPHONING G❑ ADA VAN PARKING SIGN "N" 5 STANDARD AND ADA CONCRETE P I GN I G TABLE I CONCRETE BENCH A ` SERELER"°"°"uMBERi (USED ONLY ON VAN ACCESSIBLE STALLS, INSTALLED I" BELOW ADA PARKING S 1 GN) 6 I GALTRANS STD. SIGN #R7-85 LEGEND: ° 4 IO SIGN TYPE C ONLY AT POST _ G LOCATION SHOWN ON PLAN G �p [O 4"x4" EXTRUDED ALUMINUM POWDER COATED POST WITH POST ° °° ENLARGEMENT GAP. POST TO BE LOCATED AS SHOWN LANDSCAPE ° CONSTRUCTION PLAN. C a SIGN TYPE B, ONLY AT POST O FINISH GRADE PER CIVIL ENGINEER'S GRADING PLANS. I I 2 — LOCATION CLOSEST TO B PARKING LOT ENTRY O 3 POURED IN PLACE CONCRETE FOOTING AS SHOWN. - ® COMPACTED MOISTURE CONDITIONED 5UE30RADE PER L GEOTECHNICAL REPORT. 2 O BAND ADJACENT CONCRETE PAVING PER CONSTRUCTION PLAN AND DETAIL I, SHEET L-2.01. ° °° ° ° DOC BAO DISPENSER � © FABRICATED ALUMINUM PANEL WITH SILK SCREEN GRAPHICS SIGN. _ _ a o LEOEND: �z EACH PANEL SHALL INCLUDE (2) BOLTS 4 WASHERS AND A � a < 2 a ? a a 7 a a °° DOG BAG D15PEN5ER,� BY: DOGGIE WALK MOUNTING CHANNEL. MOUNT PANELS) ON ALUMINUM POSTS) AS ° ° ° � ° ° . U BAGS. COLOR TO BE MARLIN BLUE, MODEL #005 -CLASSIC -BLU. ILI I- V N SHOWN. ALL POST LOCATIONS (2 TOTAL) SHALL INCLUDE (I) SIGN ° LU ni W ° ° , DISPENSER TO BE SECURED WITH MASTER COMBINATION LOCK, LU °° G ° 1� °° a ° ° a •° o MODEL #007 BY MANUFACTURER. EACH OF TYPE A AND TYPE G. AT LOCATION CLOSEST TO THE a ° p- — IL a ° ° ❑ Z O PARKING LOT ENTRY PROVIDE (I) SIGN TYPE B. AT ALL POST ° ° ° _ - _ ° a ° ° ° ° ° ° 0- ❑ O 2"X2" X 7' GALVANIZED STEEL POSTS. GUT POSTS TO 51ZE TO mid) 0d) ° • G ° o ALLOW 12" OVERLAP BETWEEN POSTS. ATTACH WITH (2) SETS OF >L LOCATIONS, PROVIDE MINIMUM 7'-0" CLEARANCE FROM F I NI SHED ° z z ° ° ° GALVANI ZED BOLT5, WA5HER5 AND NUTS. EMBED F I RST POST O GRADE TO BOTTOM OF LOWEST SIGN. SEE CONSTRUCTION PLAN ° ° ° ° ° _ ° ° a °° a ° ° a ° • �- w o I MIN. 14" DEEP INTO CONCRETE FOOTING. FOOTING SHALL BE SET L-I.OI FOR POST LOCATIONS. ° a ° _ } o BELOW CONCRETE PAVING. OVERLAP BASE POST WITH SECOND ° aA Z • ° ° °Z ° _1 I — O o POST BY A MINIMUM OF 12 . ATTACH WITH (2) SETS OF z ~ O Y4" EXPANSION JOINT MATERIAL SURROUNDING POST AT CONCRETE GALVANIZED BOLTS, WASHERS AND NUTS. m PAVING. PROVIDE GORE DRILL N CONCRETE PAVING AND a • ° = a a ° _ ° G ' O CONTACT: (500)564-1651. A ABH TOOPGI SOTiNIMODELSE �505. OF O FOOTING TWICE THE WIDTH OF THE POST, TO A MIN. DEPTH OF 18" (� , ° �Q a — ° ° ° r 1 I I GALVANIZED BOLTS, WASHERS, &NUTS. ~ (WITHIN FOOTING). SECURE WITH SUPER POR -ROK OR APPROVED ° ° ° ° ° °44 2 EQUAL TO Y2" BELOW ADJACENT FINISH SURFACE. APPLY Y2" BEAD j 2 �i ® POURED IN PLACE CONCRETE FOOTING AS SHOWN. OF "GUN GRADE" POLYMER SEALANT BY: PEGORA, OR APPROVED❑ O Y4" EXPANSION JOINT MATERIAL SURROUNDING POST AT EQUAL, TO TOP OF SUPER POR -ROK BACKFILL. 5EALAN7 COLOR 4 o z CONCRETE PAVING. PROVIDE GORE DRILL IN CONCRETE PAVING ❑ a a a TO MATCH ADJACENT CONCRETE. SLOPE AWAY FROM POST - t(1 o PEASE DO YOUR PARI TO HELP SECTION AND FOOTING SECTION, TNCE GE THE W I DTH OF THE POST, a a BASE TO DRAIN. O o KEEP OUR TO A MIN. DEPTH OF 18". SECURE WITH SUPER POR -ROK OR ° ° 12 DIA. MIN. 12 D MIN. -1 o `t aEcz1A° 31al APPROVED EQUAL TO Y2" BELOW ADJACENT FINISH SURFACE. ' ° °, _ `t o MADtFECA< ISD APPLY Y2" BEAD OF "GUN GRADE" POLYMER 5EALANT BY: ° _ Z z ❑ I'"5i PEGORA OR APPROVED EQUAL TO TOP OF SUPER POR -ROK ❑ P sy 11E CiuICN ANI, -I °° ° • • ° • - ® CONTRACTOR TO STAKE PROPOSED LOCATION OF SIGN IN FIELD SECTION -BBQ ON PAD ®TOT LOT SECTION -A -BBC2 AT WALL ®RETENTION WALL o Ir 7 � Ivmft to>rvanAl BACKFILL. SEALANT COLOR TO MATCH ADJACENT CONCRETE. FOR REVIEW AND APPROVAL BY GNB ENGINEER PRIOR TO SCALE: I" - I' O" SCALE: I" - I' O" �,ar- SLOPE AWAY FROM POST BASE TO DRAIN. 3 I • >, - INSTALLATION. iIIIIII—III- 1Li . III rori?•rs Na•0,.a'`r.nL1 p m LEGEND: III_—III SUBGRADE PREPARATION AN COMPACTION PER OE07ECH °. ° °° •d _ B CONTRACTOR TO PROVIDE SCALED SHOP DRAWINGS FOR REVIEW O STEEL 'SUPER DUTY' PEDESTAL BBQ. MODEL # 5D-400, BY WIN5TON MCKEE (510) 421-3014. NOTE: FOR REFERENCE ONLY 1110 !oI ° REPORT. SEE SPEGIFIGATIONS. 4 _ O AND APPROVAL BY GNB ENGINEER PRIOR TO CONSTRUCTION. INSTALL PER MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS. ° . ° ° 10j = O O CONCRETE PAVING PER DETAIL I, SEE SHEET L-2.01 CONTRACTOR TO SUBMIT SAMPLE OF THE SIGN FOR REVIEW AND 2 EXISTING WALL TO REMAIN. PROTECT IN PLACE. SUPER DUTY BBQ III- 0 APPROVAL BY GNB ENGINEER PRIOR TO FABRICATION PER 3 POURED IN PLACE CONCRETE BAND, PER CONSTRUCTION PLANS AND DETAIL I AND 4, — 6 _ GENERAL NOTES: SHEET L 15" DIA. MIN. SPECIFICATIONS. SD -400 _ 4 51L)55RADE PREPARATION AND COMPACTION PER OE07ECH REPORT. SEE SPECIFICATIONS. 24' 12' �0 ® DISPENSER OPENING TO BE MOUNTED AT 45" OR LE55 FROM FINISHED DO REGULATORY SIGNS SHALL BE NO LESS THAN 17" BY 22" IN SIZE = + DIA. SURFACE/ GRADE PER ADA REGU I REMEN75 FOR FORWARD REACH. AS SHOWN, WITH LETTERING NOT LESS THAN I" IN HEIGHT. 5 EX1571NO FOOTING TO REMAIN. PROTECT IN PLACE. MIN. BO SEE CONSTRUCTION PLAN FOR LOCATION. 6 POURED IN PLACE CONCRETE FOOTING. EMBED BBQ POST IN GORE DRILL OF FOOTING. SECTION VIEW O CONCRETE AND REINFORCING INFORMATION INDICATED HEREIN,O ALL CONCRETE TO BE TYPE 11/V, MINIMUM COMPRESSIVE STRENGTH PER SCALE.- 5/4"=I'-0" ARE MINIMUMS AND ARE BASED ON INFORMATION CONTAINED IN JSTANDARD EMBEDDED POST O Y4" EXPANSION JOINT MATERIAL SURROUNDING POST AT CONCRETE PAVING. PROVIDE SECTION �� � �� SPECIFICATIONS. MAXIMUM WATER GEMENT RATIO (NIC) TO BE 0.5. SEE THE PROJECT GEOTECHN I GAL REPORT AVAILABLE AT THE TIME GORE DRILL IN CONCRETE PAVING AND FOOTING TW I GE THE W I DTH OF THE F10571 TO A ALL GRILLS ARE LASER CUT INSTALLATION SCALE: 1/211 = I -O OE07ECH REPORT. MIN. DEPTH OF 18" (WITHIN FOOTING). SECURE WITH SUPER POR -ROK OR APPROVED EQUAL OVER 4005Q INCHES OF COOKING SURFACE OF PREPARATION OF THESE DOCUMENTS. GRILL ROTATE IBP TO O Y2" BELOW ADJACENT FINISH SURFACE. APPLY Y2" BEAD OF "GUN GRADE11 POLYMER "x�T` ALL CONCRETE TO BE TYPE II/V, MINIMUM COMPRESSIVE Sp-`h•� STRENGTH PER SPECS. MAXIMUM WATER GEMENT RATIO (NIC) TO SEALANT BY: PEGORA, OR APPROVED EQUAL, TO TOP OF SUPER POR -ROK BACKFILL. SEALANT COLOR TO MATCH ADJACENT CONCRETE. SLOPE AWAY FROM POST BASE TO BE 0.5. SEE OE07ECH REPORT. DRAIN. 3/8" fide pun t;iiii k 118' •ixe 8 COALS REST ON ]/2 FIBER REINFORCED 31 s/s• ADJACENT HARDSGAPE. SEE CONSTRUCTION PLAN. THICK STEEL PLATE CONCRETE FOOTING zs° RECOMMENDED. qO GOLD JOINT. SEE DETAIL 2, SHEET L-2.01. 10 EX1571NO SLOPE LANDSCAPE AREA. PROTECT IN PLACE. SEE PLANTING PLANS. SURFACE MOUNT OPTION \ �` GALVANIZED NOTES:POLE OPTION IS Of�\� RECOMENDEO INSTALL BARBEQUE PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS F I GATI ONS PER Super Duty BBQ �, STANDARD EMBEDDED POST SPECIFICATION. Model # 5D-400 O CONTRACTOR TO FIELD STAKE PROPOSED BARBEQUE RELOCATION FOR GNB ENGINEER REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. WinstonMCKee d / OALL CONCRETE TO BE TYPE II/V, MINIMUM COMPRESSIVE STRENGTH PER SPECwinston.mcicee�aaoLcomS. MAXIMUM PHONE: 510-421-3014 WATER GEMENT RA710 (NIC) TO BE 0.5. SEE GEOTECH REPORT. STANDARD EMBEDDED POST INSTALLATION ACwr.,oESS1E3LE PARK 1 NO S I O NAOF 4 PEDESTAL BARBEQUE (SINOLE) 2 PET !TASTE STATION UNDERGROUND SERV I GE FOR STRUCTURAL ASPECTS DSCgp 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL REVIEWED: p ,r E ,/� PN F PLANS PREPARED BY: 7476-2 ALERT �Oe - �A� ONLY. STRUCTURAL ENGINEER p �' �,WCH tle 9�p CONSTRUCTION DETAILS 0� p F� DOES NOT ASSUME ANY ��' S�� Fps �y '1 2 2020-04-10 100% BID SET SUBMITTAL (19 P 11) RESPONSIBILITY FOR DIMENSIONS Fo ■� GRANT HOWALD PARK REHABILITATION N U m 3 2020-04-28 100% BID SET No. 52827 AND ANY AND ALL ITEMS w A 31591 Camino Capistrano DESIGN (ENGINEER'S SEAL) �_2 2 / g San Juan Capistrano, CA 92675 CITY PROJECT MANAGER 4A40 � 424 0 � RELATED TO ARCHITECTURAL, � U 08/31/2021 V � GROUP slgne PRECAST ITEMS AND OTHER Renewal Date www.RJMdesigngroup.com DESIGNED: DRAWN: TWO WORKING DAYS q�C��\P gISc�IP2o22 Nye 4/Dat eZD ��� 949]493-2600 [949]493-2690 CS TM/TP CITY OF NEWPORT BEACH P -5264-S � //33 � BEFORE YOU DIG F OF CAO- 'gyp l� OF CAL��O [ NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: CS 2019-12-05 SHEET OF PUBLIC WORKS DEPARTMENT 25 51 PLANVIEN — CONDITION #1 SCALE: 6' = 1'-0" PLANV I EN — CONDITION #5 SCALE: 6" = 1'-0" PLANV I EN — CONDITION #2 SCALE: 6" = 1'-0" LEGEND: O CONCRETE GRADE BEAM. SEE SHEET L-2.05, L-2.04, L-2.05 FOR LOCATIONS. O42" HIGH TUBULAR STEEL FENCE AT FIELD PERIMETER. SEE DETAIL I, SHEET L-216. O QUICK COUPLER VALVE BOX. SEE IRRIGATION PLANS. ® SYNTHETIC TURF FIELD. SEE SYNTHETIC TURF PLANS. O VEHICULAR PAVING. SEE CONSTRUCTION PLAN AND DETAIL I, SHEET L-2.01. NOTES: ® ALL CONCRETE TO BE TYPE II/V, MINIMUM COMPRESSIVE STRENGTH PER SPECIFICATIONS. MAXIMUM HATER GEMENT RATIO (HIO) TO BE 0.5. SEE GEOTECH REPORT. 2 IQUIGK COUPLER AT TURF FIELD N z =z OLW< lX (, a a SLOPE �i PER CIVIL a � d m a PLANS \ d a ° I aad °a a _ d d a °aa 3 8 a a 11 a � a d I �a;aa ° a ° I III= IIIA 111 I II IF zW_II III -y _gym _ d d —EQ_ -EQ_ SECTION - CURB AT BUILDING SCALE: 5" = 1'-0" 3 19" CONCRETE CURB AT BUILDING WALL UNDEROROUND SERVICE ALERT GALL- TNO NORK 1 NO DAYS BEFORE YOU DIO v PLAN V I EN — RESTROOM BU I LD I NO SCALE: N.T.S. i ) 7,0 7z & W. _� I '6 aN—' �-alAC-bj I o 1i , � PLANS T=-i1� MATE�I A1- FSR M U, TY? 7r, J - �1% _W61-47 FiX , 7 g” *fni.T fia I rz _nmo—# 1 S , ;,. l E P - Ti' �f j S.� 5CI ON B—B — RESTROOM E3 I LD I NO SCALE: N.T.S. 2018 GREENBOOK SPECIFICATIONS: FOR REFERENCE ONLY 1. AL VOW emsTR ucTM PM I. NFOW COJILDVG CODE., CH TM M _ ALL swucTm AL LUMBER SHAU K DMOLAS FFR, MESS NOTOD 01WRY ISE, AND COMOMi To TIE IR Its S OF TW WORTM ADD PMYXn X 1AX MSC. REFCR To ARCHMETURAL DRAVIfM FW ADDITMAL D) 49 L!UHKR ... rR-+FLLL....LL......-ORADE -1 S �D)y SLI PLATE$ (P_T1>_FJ .,.......UWT M 8MM `) M=K ...... ....... ,-r... d Fl++. STD IN DETTER F� 1)C II# ,,...,,..-----jMADE 02 �F} -t 1450 psi) 0) TRaLl......... -....L ... 99,,11..-.,+..1„-, ..... 4J + "2, I•,#JIIIJC , Mt (ITHERS W LL EWE PTJECTED) _ ALL USED WTH INTERiOR SH4L LL H WE RES 0 wN TEx-CURE ON fCN-CDp CE-ALED CLW8i. 3_ ALL SIS ATH SHALL BE ST M THE RII AN Ft T >� C IA' T*N (APA) -AND SOXIk IMEI7 TIS TK UrS, -PRODIXT STANDARD (PC 1) WITH EXTERIOR 01,0- COMPOSITE Cit fib[ 'I,YEHEERED F�AFCLS: COMPLY WITH H AT M AL RE -ARM MARD FIPMT RM -108. SV6TLI .ADI NE ; APA SPjC1F1IE,ATM AFS 1 � WT ALL PLYWWO AND NOIR-ENED P APA Mt #-MMCT IM IJIDE., LATEST EDMM - SEE STRIXTURAL PRAM V'D PLANS TER TH e R AND TYPE Of n= AND FOUF SNEATHM. SEE sM AR vALL f arFS F(yR $a AND TYPE DF'W&1L sHtATHINGL 4. NALWO Of HMODKTAL TCN. DIeF A SHALL K INVECTED AND APPROVEI) SY THE 111U LD1NG V12PARrMENT PRtQR TIa I ERrNI3- A. ALL ffA US0 IN T R -TIO-- T R R CONFECT MS SHA. BE COMMON ROT DF C AJ�%P ANBD NAILS AND NAk M SHALL VFX To TK APPLICABLE SLMILC@su . ALL HAULS CONMECTMS FRE-HAMNAC1 E# MI TAL ITEMS (CMUIrCTIMS, HARGEM., STRAPS, ETC.) TO TSER EHE IDNFO. TC� TW MMM FACE TMCR`S C ATALOOLE AND APPLICABLE i 4 _C�)_ KPORTS. 6_ WHERE WWI> 3 N CMACT WITH CCI LSE CR MASDNRY, LFSE PREE�SMC TREATED DMGL FIR:r-tR SET 1 At ATOM, T, ALL m -r HEADS AM MiTa VH" MAR AGANST THE FACE 06; W MEyr BM SMALL EE F MED 1JTH VASHIM, 8. KLES IN SlrRWTLRAL MBI F$S FCLR PIPES AND EFTS SHALL '�InT V FFH THE ELM) M LSE AND THE TYPICAL DET AILS ON THS SHED . 9_ :17ADE NAL TWO PI CE 8U LT -UH K AIAr WIT+4 166 AT 12- WC AT TOP ekPfD WFMI_ FACE NAIL MEMXRS U THREt AND FO JR PEE BUIT BEAMS IT1'1 111154 AT 12-0/e AT TCP ANI> WT70M TD ALTERNATE SMES CF Irf AM. PROVIDE FFIVN AL RW CF NAIL INS AT AM_L HE ATER TFIIV 12' DEEPS 1-0. MDRILL AtL HOLES FUR 21 -ii AND L-ASPIKES ATID tAD BOLTS. LEAD IBES FOR LAGS SHALL 13E AS I OLLDWS SHAW PORMOR - SAVE I)1 1ETER AM LE 45TFI AS SIA ASC. D) TME &DED PST 10H - 60 TO 7593 If THE DIA"ETM DF THKAD AND $APE LENSTH AS THREAD. 1 I. HZROioL AM BEAMS SHALL BE ChlSTRLPL.. MT-ALLED AND HAMJF TLJRED PER MCF11CAT WS Of TRW ;JOIST CDRMAf W AM W .B.9. KT MR- 126TW PROPERT CES OF MIGRO=tAH MEMn S i ALL K ; E =2A00„000 PSI0 Pb := 2ND PSI., F -v = 2 PSI_ 12. ALL PREHANWACTLRED !METAL fl` IS I< $QCT r MANGERS, STRAPS., CTCV M&t. SE HOT DIP UALVANIZED AND MMtIFACTLM By 'S UN _ STF Q� TZ COMPA Y r WC. OR Tork SlML CO, 114C_ Lt -N-0- GEE MTE 5 FRONT ELEVATION — RESTROOM BU I LD I N5 SCALE: N.T.S. RESTROOM BUILDINO �P LSCA PLANS PREPARED BY: S�NBACH/�F�,y .■ m �. natur 31591 Camino Capistrano DESIGN s San Juan Capistrano, CA 92675 08/31/2021 G RO U P Renewal Date www.RJMdesigngroup.com 4/24/2020 �� [949] 493-2690 fax yT� Date o�� [949] 493-2600 phone OF CAO' a T }G a} TYF. 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL 2 2020-04-10 100% BID SET SUBMITTAL 3 2020-04-28 100% BID SET NO. I DATE I DESCRIPTION OF REVISIONS 5 LEGEND: O EXISTING RESTROOM BUILDING MASONRY TO REMAIN, PROTECT -IN-PLACE. PREPARE AND GLEAN ALL EXTERIOR $ INTERIOR SURFACES FOR APPLICATION OF NEW GRAFFITI COATING. ALL SURFACES TO RECEIVE 055-10 CLEAR FINISH COATING. CITY TO REVIEW AND APPROVE PRIOR TO CONSTRUCTION. O EX I STING HALL MOUNTED EXTERIOR AND INTERIOR LIGHT FIXTURE AND HOUSING. REMOVE, DISPOSE OF AND REPLACE PER DEMOLITION AND ELECTRICAL PLANS. APPROXIMATE LOCATION SHOWN HERE FOR REFERENCE ONLY. O EXISTING CONTINUOUS 5-1/8"X15" GLB BEAM BELOW ROOF AND 5-1/8"XI5" OLE, BEAM BELOW RAFTERS TO REMAIN. PROTECT IN PLACE. REMOVE AND RESTORE OR REPLACE ANY AND ALL EXISTING DRY ROT. SIZE, SHAPE AND FINISH TO MATCH EX I STING MEMBERS. THOROUGHLY SAND / FINISH ALL MEMBERS UNIFORMLY. STAIN / PAINT ALL MEMBERS TO MATCH EXISTING / CITY STANDARD COLORS. SOLID COLOR STAIN BY: OLYMPIC. MEMBERS SHALL RECEIVE 2 PRIMER GOATS AND 2 EXTERIOR GOATS. CITY TO REVIEW AND APPROVE COLORS PRIOR TO CONSTRUCTION. ® EXISTING 4"X12" RAFTERS TO REMAIN. PROTECT IN PLACE. REMOVE AND RESTORE OR REPLACE ANY AND ALL EXISTING DRY ROT. SIZE, SHAPE AND FIN 1 SH TO MATCH EXISTING MEMBERS. THOROUGHLY SAND / FINISH ALL MEMBERS UNIFORMLY. STAIN / PAINT ALL MEMBERS TO MATCH EXISTING / CITY STANDARD COLORS. SOLID COLOR STAIN BY: OLYMPIC. MEMBERS SHALL RECEIVE 2 PRIMER GOATS AND 2 EXTERIOR GOATS. CITY TO REVIEW AND APPROVE COLORS PRIOR TO CONSTRUCTION. O EXISTING 4'X6" TRELLIS MEMBER TO BE REPLACED. REMOVE AND REPLACE HITH DOUGLAS FIR, NO. 1, RE -SAWN 4"X6" LUMBER MEMBERS. SHAPE AND FINISH TO MATCH EXISTING MEMBERS. THOROUGHLY SAND / FINISH ALL MEMBERS UNIFORMLY. STAIN / PAINT ALL MEMBERS TO MATCH EXISTING / CITY STANDARD COLORS. SOLID COLOR STAIN BY: OLYMPIC. MEMBERS SHALL RECEIVE 2 PRIMER GOATS AND 2 EXTERIOR GOATS. CITY TO REVIEW AND APPROVE COLORS PRIOR TO CONSTRUCTION. © EXTERIOR AND INTERIOR PAINT. PROVIDE 2 NEW GOATS TO MATCH EXISTING AND CITY STANDARD COLORS; ON DOORS / METAL FRAMES: STERLING COIN #8-782H BY DUNN EDHARDS. G I TY TO REV I EH AND APPROVE COLORS PRIOR TO CONSTRUCTION. O EXTERIOR PAINT. PROVIDE 2 NEW GOATS TO MATCH EXISTING AND CITY STANDARD COLORS; ON MESH SCREEN / STRUCTURAL STEEL CONNECTIONS / METAL GATE - BLACK. CITY TO REVIEW AND APPROVE COLORS PRIOR TO CONSTRUCTION. NOTES: ® CONTRACTOR SHALL OBTAIN COPY OF AS -BUILT RESTROOM PLANS (RESTROOM FACILITIES FOR EASTBLUFF PARK AND GRANT HOHALD PARK, B-5154-5) TO REV I EH AND COORDINATE PROPOSED IMPROVEMENTS WITH GNB ENGINEER. O CONTRACTOR TO PROVIDE I' X I' MOCK-UP OF ALL PROPOSED PAINT, STAINS, AND/OR GRAFFITI COATING FOR GNB ENGINEER REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF WORK. O CONTRACTOR SHALL MEET 2018 GREENBOOK SPECIFICATIONS FOR ALL IMPROVEMENTS TO RESTROOM BUILDING AND MEET AT A MINIMUM, PREVIOUSLY PREPARED SPECIFICATIONS, THIS SHEET. DO ALL EXISTING HOOD MEMBERS SHALL BE THOROUGHLY SANDED, RECEIVE 2 GOATS OF PRIMER PAINT AND 2 GOATS OF EXTERIOR PAINT. COLOR PER THE CITY. O ALL METAL (CONNECTORS, STRAPS, NAILS, ETC.) SHALL BE HOT DIP GALVANIZED. 0 *a. ---. ; ja -7 F71 "kTo rE 2 - ` -- -� FZ510N71411N F SIDE ELEVATION — RESTROOM BU I LD I NC SCALE: N.T.S. REVIEWED: (ENGINEER'S SEAL) CITY PROJECT MANAGER DESIGNED: DRAWN: CS TM/TP APPROVED CHECKED: DATE: CS 2019-12-05 W�% "W � l 9 s w r A. CONSTRUCTION DETAILS GRANT HOWALD PARK REHABILITATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 7476-2 (19P11) L-2.13 P -5264-S SHEET 260F 51 PLAN V I EN LE GEND: NOTE5: SCALE: I" = 10'—O" O Q" HIDE, POURED -IN-PLACE, NATURAL GRAY, MEDIUM ® CONTRACTOR TO PROVIDE 6'X6CONCRETE MOCKUP OF BROOM FINISH CONCRETE CURB H/ Y2" TOOLED RADIUS CURB WITH CONTINUOUS GOLD JOINT FOR GNB ENGINEER AT ALL CORNERS AND EDGES. SET AGAINST BUILDING REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. HALL. O #5 REBAR, CONTINUOUS TOP, BOTTOM, AND MIDDLE. ® CONTRACTOR TO PROVIDE SCORE JOINTS AT 5' O.G. O FINISHED GRADE. SEE CIVIL ENGINEER'S PLANS. SPACING. SEE DETAIL 2, THIS SHEET FOR CONCRETE JOINTS. ® COMPACTED, MOISTURE CONDITIONED SUBGRADE PER GOALL CONCRETE TO BE SEALED WITH SILOXANE HB GEOTECH REPORT. CONCENTRATE CONCRETE SEALER. PROVIDED BY MIKE O5 ADJACENT CONCRETE PAVING OR HARDSCAPE. SEE DAVIS OF INNOVATIVE CONCRETE PRODUCTS AND CONSTRUCTION PLAN FOR TYPE AND LOCATION. MARKETING, INC. CONTACT: (141) 4cI8-10-r. © EXISTING HOOD FRAMED STUCCO FINISH BUILDING HIND O ALL CONCRETE TO BE TYPE II/V, MINIMUM COMPRESSIVE HALL TO REMAIN. PROTECT IN PLACE. PROVIDE SHORING AS REQUIRED. STRENGTH PER SPECS. MAXIMUM HATER GEMENT RATIO (H/C) TO BE 0.5. SEE GEOTECH REPORT. 7 8 CONTINUOUS GOLD JOINT. SEE DETAIL 2, SHEET L-2.01. #4 X C ® 16" O.G. O CONCRETE AND REINFORCING INFORMATION INDICATED HEREIN, ARE MINIMUMS ARE BASED ON INFORMATION CONTAINED IN THE PROJECT GEOTECHN I GAL REPORT AVAILABLE AT THE TIME OF PREPARATION OF THESE DOCUMENTS. Q�pFESSION FOR STRUCTURAL ASPECTS q� ONLY. STRUCTURAL ENGINEER O CONTRACTOR TO PROTECT EXISTING BUILDING HIND HALL FOOTING DURING ALL EXCAVATION AND INSTALLATION OF OYO� FDOES NOT ASSUME ANY %� NEN CONCRETE. z RESPONSIBILITY FOR DIMENSIONS No. S2827 AND ANY AND ALL ITEMS 4o RELATED TO ARCHITECTURAL, PRECAST ITEMS AND OTHER s R R DISCIPLINES. G T ��qTF OF L Fp��\P a 0 200 C A DATE 3 19" CONCRETE CURB AT BUILDING WALL UNDEROROUND SERVICE ALERT GALL- TNO NORK 1 NO DAYS BEFORE YOU DIO v PLAN V I EN — RESTROOM BU I LD I NO SCALE: N.T.S. i ) 7,0 7z & W. _� I '6 aN—' �-alAC-bj I o 1i , � PLANS T=-i1� MATE�I A1- FSR M U, TY? 7r, J - �1% _W61-47 FiX , 7 g” *fni.T fia I rz _nmo—# 1 S , ;,. l E P - Ti' �f j S.� 5CI ON B—B — RESTROOM E3 I LD I NO SCALE: N.T.S. 2018 GREENBOOK SPECIFICATIONS: FOR REFERENCE ONLY 1. AL VOW emsTR ucTM PM I. NFOW COJILDVG CODE., CH TM M _ ALL swucTm AL LUMBER SHAU K DMOLAS FFR, MESS NOTOD 01WRY ISE, AND COMOMi To TIE IR Its S OF TW WORTM ADD PMYXn X 1AX MSC. REFCR To ARCHMETURAL DRAVIfM FW ADDITMAL D) 49 L!UHKR ... rR-+FLLL....LL......-ORADE -1 S �D)y SLI PLATE$ (P_T1>_FJ .,.......UWT M 8MM `) M=K ...... ....... ,-r... d Fl++. STD IN DETTER F� 1)C II# ,,...,,..-----jMADE 02 �F} -t 1450 psi) 0) TRaLl......... -....L ... 99,,11..-.,+..1„-, ..... 4J + "2, I•,#JIIIJC , Mt (ITHERS W LL EWE PTJECTED) _ ALL USED WTH INTERiOR SH4L LL H WE RES 0 wN TEx-CURE ON fCN-CDp CE-ALED CLW8i. 3_ ALL SIS ATH SHALL BE ST M THE RII AN Ft T >� C IA' T*N (APA) -AND SOXIk IMEI7 TIS TK UrS, -PRODIXT STANDARD (PC 1) WITH EXTERIOR 01,0- COMPOSITE Cit fib[ 'I,YEHEERED F�AFCLS: COMPLY WITH H AT M AL RE -ARM MARD FIPMT RM -108. SV6TLI .ADI NE ; APA SPjC1F1IE,ATM AFS 1 � WT ALL PLYWWO AND NOIR-ENED P APA Mt #-MMCT IM IJIDE., LATEST EDMM - SEE STRIXTURAL PRAM V'D PLANS TER TH e R AND TYPE Of n= AND FOUF SNEATHM. SEE sM AR vALL f arFS F(yR $a AND TYPE DF'W&1L sHtATHINGL 4. NALWO Of HMODKTAL TCN. DIeF A SHALL K INVECTED AND APPROVEI) SY THE 111U LD1NG V12PARrMENT PRtQR TIa I ERrNI3- A. ALL ffA US0 IN T R -TIO-- T R R CONFECT MS SHA. BE COMMON ROT DF C AJ�%P ANBD NAILS AND NAk M SHALL VFX To TK APPLICABLE SLMILC@su . ALL HAULS CONMECTMS FRE-HAMNAC1 E# MI TAL ITEMS (CMUIrCTIMS, HARGEM., STRAPS, ETC.) TO TSER EHE IDNFO. TC� TW MMM FACE TMCR`S C ATALOOLE AND APPLICABLE i 4 _C�)_ KPORTS. 6_ WHERE WWI> 3 N CMACT WITH CCI LSE CR MASDNRY, LFSE PREE�SMC TREATED DMGL FIR:r-tR SET 1 At ATOM, T, ALL m -r HEADS AM MiTa VH" MAR AGANST THE FACE 06; W MEyr BM SMALL EE F MED 1JTH VASHIM, 8. KLES IN SlrRWTLRAL MBI F$S FCLR PIPES AND EFTS SHALL '�InT V FFH THE ELM) M LSE AND THE TYPICAL DET AILS ON THS SHED . 9_ :17ADE NAL TWO PI CE 8U LT -UH K AIAr WIT+4 166 AT 12- WC AT TOP ekPfD WFMI_ FACE NAIL MEMXRS U THREt AND FO JR PEE BUIT BEAMS IT1'1 111154 AT 12-0/e AT TCP ANI> WT70M TD ALTERNATE SMES CF Irf AM. PROVIDE FFIVN AL RW CF NAIL INS AT AM_L HE ATER TFIIV 12' DEEPS 1-0. MDRILL AtL HOLES FUR 21 -ii AND L-ASPIKES ATID tAD BOLTS. LEAD IBES FOR LAGS SHALL 13E AS I OLLDWS SHAW PORMOR - SAVE I)1 1ETER AM LE 45TFI AS SIA ASC. D) TME &DED PST 10H - 60 TO 7593 If THE DIA"ETM DF THKAD AND $APE LENSTH AS THREAD. 1 I. HZROioL AM BEAMS SHALL BE ChlSTRLPL.. MT-ALLED AND HAMJF TLJRED PER MCF11CAT WS Of TRW ;JOIST CDRMAf W AM W .B.9. KT MR- 126TW PROPERT CES OF MIGRO=tAH MEMn S i ALL K ; E =2A00„000 PSI0 Pb := 2ND PSI., F -v = 2 PSI_ 12. ALL PREHANWACTLRED !METAL fl` IS I< $QCT r MANGERS, STRAPS., CTCV M&t. SE HOT DIP UALVANIZED AND MMtIFACTLM By 'S UN _ STF Q� TZ COMPA Y r WC. OR Tork SlML CO, 114C_ Lt -N-0- GEE MTE 5 FRONT ELEVATION — RESTROOM BU I LD I N5 SCALE: N.T.S. RESTROOM BUILDINO �P LSCA PLANS PREPARED BY: S�NBACH/�F�,y .■ m �. natur 31591 Camino Capistrano DESIGN s San Juan Capistrano, CA 92675 08/31/2021 G RO U P Renewal Date www.RJMdesigngroup.com 4/24/2020 �� [949] 493-2690 fax yT� Date o�� [949] 493-2600 phone OF CAO' a T }G a} TYF. 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL 2 2020-04-10 100% BID SET SUBMITTAL 3 2020-04-28 100% BID SET NO. I DATE I DESCRIPTION OF REVISIONS 5 LEGEND: O EXISTING RESTROOM BUILDING MASONRY TO REMAIN, PROTECT -IN-PLACE. PREPARE AND GLEAN ALL EXTERIOR $ INTERIOR SURFACES FOR APPLICATION OF NEW GRAFFITI COATING. ALL SURFACES TO RECEIVE 055-10 CLEAR FINISH COATING. CITY TO REVIEW AND APPROVE PRIOR TO CONSTRUCTION. O EX I STING HALL MOUNTED EXTERIOR AND INTERIOR LIGHT FIXTURE AND HOUSING. REMOVE, DISPOSE OF AND REPLACE PER DEMOLITION AND ELECTRICAL PLANS. APPROXIMATE LOCATION SHOWN HERE FOR REFERENCE ONLY. O EXISTING CONTINUOUS 5-1/8"X15" GLB BEAM BELOW ROOF AND 5-1/8"XI5" OLE, BEAM BELOW RAFTERS TO REMAIN. PROTECT IN PLACE. REMOVE AND RESTORE OR REPLACE ANY AND ALL EXISTING DRY ROT. SIZE, SHAPE AND FINISH TO MATCH EX I STING MEMBERS. THOROUGHLY SAND / FINISH ALL MEMBERS UNIFORMLY. STAIN / PAINT ALL MEMBERS TO MATCH EXISTING / CITY STANDARD COLORS. SOLID COLOR STAIN BY: OLYMPIC. MEMBERS SHALL RECEIVE 2 PRIMER GOATS AND 2 EXTERIOR GOATS. CITY TO REVIEW AND APPROVE COLORS PRIOR TO CONSTRUCTION. ® EXISTING 4"X12" RAFTERS TO REMAIN. PROTECT IN PLACE. REMOVE AND RESTORE OR REPLACE ANY AND ALL EXISTING DRY ROT. SIZE, SHAPE AND FIN 1 SH TO MATCH EXISTING MEMBERS. THOROUGHLY SAND / FINISH ALL MEMBERS UNIFORMLY. STAIN / PAINT ALL MEMBERS TO MATCH EXISTING / CITY STANDARD COLORS. SOLID COLOR STAIN BY: OLYMPIC. MEMBERS SHALL RECEIVE 2 PRIMER GOATS AND 2 EXTERIOR GOATS. CITY TO REVIEW AND APPROVE COLORS PRIOR TO CONSTRUCTION. O EXISTING 4'X6" TRELLIS MEMBER TO BE REPLACED. REMOVE AND REPLACE HITH DOUGLAS FIR, NO. 1, RE -SAWN 4"X6" LUMBER MEMBERS. SHAPE AND FINISH TO MATCH EXISTING MEMBERS. THOROUGHLY SAND / FINISH ALL MEMBERS UNIFORMLY. STAIN / PAINT ALL MEMBERS TO MATCH EXISTING / CITY STANDARD COLORS. SOLID COLOR STAIN BY: OLYMPIC. MEMBERS SHALL RECEIVE 2 PRIMER GOATS AND 2 EXTERIOR GOATS. CITY TO REVIEW AND APPROVE COLORS PRIOR TO CONSTRUCTION. © EXTERIOR AND INTERIOR PAINT. PROVIDE 2 NEW GOATS TO MATCH EXISTING AND CITY STANDARD COLORS; ON DOORS / METAL FRAMES: STERLING COIN #8-782H BY DUNN EDHARDS. G I TY TO REV I EH AND APPROVE COLORS PRIOR TO CONSTRUCTION. O EXTERIOR PAINT. PROVIDE 2 NEW GOATS TO MATCH EXISTING AND CITY STANDARD COLORS; ON MESH SCREEN / STRUCTURAL STEEL CONNECTIONS / METAL GATE - BLACK. CITY TO REVIEW AND APPROVE COLORS PRIOR TO CONSTRUCTION. NOTES: ® CONTRACTOR SHALL OBTAIN COPY OF AS -BUILT RESTROOM PLANS (RESTROOM FACILITIES FOR EASTBLUFF PARK AND GRANT HOHALD PARK, B-5154-5) TO REV I EH AND COORDINATE PROPOSED IMPROVEMENTS WITH GNB ENGINEER. O CONTRACTOR TO PROVIDE I' X I' MOCK-UP OF ALL PROPOSED PAINT, STAINS, AND/OR GRAFFITI COATING FOR GNB ENGINEER REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF WORK. O CONTRACTOR SHALL MEET 2018 GREENBOOK SPECIFICATIONS FOR ALL IMPROVEMENTS TO RESTROOM BUILDING AND MEET AT A MINIMUM, PREVIOUSLY PREPARED SPECIFICATIONS, THIS SHEET. DO ALL EXISTING HOOD MEMBERS SHALL BE THOROUGHLY SANDED, RECEIVE 2 GOATS OF PRIMER PAINT AND 2 GOATS OF EXTERIOR PAINT. COLOR PER THE CITY. O ALL METAL (CONNECTORS, STRAPS, NAILS, ETC.) SHALL BE HOT DIP GALVANIZED. 0 *a. ---. ; ja -7 F71 "kTo rE 2 - ` -- -� FZ510N71411N F SIDE ELEVATION — RESTROOM BU I LD I NC SCALE: N.T.S. REVIEWED: (ENGINEER'S SEAL) CITY PROJECT MANAGER DESIGNED: DRAWN: CS TM/TP APPROVED CHECKED: DATE: CS 2019-12-05 W�% "W � l 9 s w r A. CONSTRUCTION DETAILS GRANT HOWALD PARK REHABILITATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 7476-2 (19P11) L-2.13 P -5264-S SHEET 260F 51 LEGEND: O 12" WIDE, POURED -IN-PLACE, NATURAL CRAY, MEDIUM BROOM FINISH CONCRETE RETAINING CURB W/ Y2" TOOLED RADIUS AT ALL CORNERS AND EDOE5. O (2) #5 REBAR, CONTINUOUS TOP, MID. AND BOTTOM. O3 FINISHED GRADE. SEE CIVIL ENGINEER'S PLANS. ® COMPACTED, MO 15TURE CONDITIONED 5UBCRADE PER OE07ECH REPORT. O5 ADJACENT CONCRETE PAVING OR HARDSGAPE. SEE CONSTRUCTION PLAN FOR TYPE AND LOCATION. © ADJACENT PLANTING AREA. SEE CONSTRUCTION PLAN AND PLANTING PLAN. O CONTINUOUS GOLD JOINT. SEE DETAIL 2, SHEET L-2.01. ® #4 REBAR 12" O.G. VERTICAL. own SECTION - AT PAYING SCALE: 1-1/2" = 1'-0" NOTES: ® CONTRACTOR TO PROVIDE 6'X6' GONGRETE MOCKUP OF 12" RETAINING CURB WITH CONTINUOUS GOLD JOINT FOR REVIEW AND APPROVAL BY GNB ENGINEER PRIOR TO CONSTRUCTION. O CONTRACTOR TO PROVIDE SCORE JOINTS AT 5' O.G. SPAG I NG. SEE DETAIL 2, THIS SHEET FOR CONCRETE JOINTS. O ALL CONCRETE TO BE SEALED WITH SILOXANE WB CONCENTRATE CONCRETE SEALER. PROVIDED BY MIKE DAVIS OF INNOVATIVE CONCRETE PRODUCTS AND MARKETING, INC. CONTACT: 4ci8-7077. Op ALL CONCRETE TO BE TYPE II/V, MINIMUM COMPRESSIVE STRENGTH PER SPECIFICATIONS. MAXIMUM WATER GEMENT RATIO (NIC) TO BE 0.5. SEE CEOTECH REPORT. O CONCRETE AND REINFORCING INFORMATION INDICATED HEREIN, ARE MINIMUMS ARE BASED ON INFORMATION CONTAINED IN THE PROJECT GEOTECHNICAL REPORT AVAILABLE AT THE TIME OF PREPARATION OF THESE DOCUMENTS. 5112" WIDE GONGRETE RETAINING CURB kl v SECTION SCALE: 1" = 1'-0" larV v • 2 12" WIDE 1X SECTION - SAND AT TOT LOT GOND I T I ON SCALE: 1-1/2 I -O SCALE: 1-1/2 = I -O a LEGEND: LU O 12" WIDE, POURED -IN-PLACE, NATURAL GRAY, MEDIUM BROOM 7- O NEW ,5XSX16" SPLIT -FACE CMU BLOCK. MATCH EXISTING BLOCK FINISH, CONCRETE PLAY AREA RETAINING BOND BEAM W/ /2" x W I 5. PROVIDE CONNECTION TO ADJACENT Z_ AND APPROVAL BY THE GNB ENGINEER PRIOR TO Z �W O (2) #5 REBAR, CONTINUOUS TOP, MIDDLE AND BOTTOM. n SECTION - AT PAYING SCALE: 1-1/2" = 1'-0" NOTES: ® CONTRACTOR TO PROVIDE 6'X6' GONGRETE MOCKUP OF 12" RETAINING CURB WITH CONTINUOUS GOLD JOINT FOR REVIEW AND APPROVAL BY GNB ENGINEER PRIOR TO CONSTRUCTION. O CONTRACTOR TO PROVIDE SCORE JOINTS AT 5' O.G. SPAG I NG. SEE DETAIL 2, THIS SHEET FOR CONCRETE JOINTS. O ALL CONCRETE TO BE SEALED WITH SILOXANE WB CONCENTRATE CONCRETE SEALER. PROVIDED BY MIKE DAVIS OF INNOVATIVE CONCRETE PRODUCTS AND MARKETING, INC. CONTACT: 4ci8-7077. Op ALL CONCRETE TO BE TYPE II/V, MINIMUM COMPRESSIVE STRENGTH PER SPECIFICATIONS. MAXIMUM WATER GEMENT RATIO (NIC) TO BE 0.5. SEE CEOTECH REPORT. O CONCRETE AND REINFORCING INFORMATION INDICATED HEREIN, ARE MINIMUMS ARE BASED ON INFORMATION CONTAINED IN THE PROJECT GEOTECHNICAL REPORT AVAILABLE AT THE TIME OF PREPARATION OF THESE DOCUMENTS. 5112" WIDE GONGRETE RETAINING CURB kl v SECTION SCALE: 1" = 1'-0" larV v • 2 12" WIDE LEGEND: SECTION - RE51 L I ENT SURFACING CONDITION SECTION - SAND AT TOT LOT GOND I T I ON SCALE: 1-1/2 I -O SCALE: 1-1/2 = I -O a LEGEND: NOTES: O 12" WIDE, POURED -IN-PLACE, NATURAL GRAY, MEDIUM BROOM ® CONTRACTOR TO PROVIDE 6'X6' GONGRETE MOCKUP OF 12" O NEW ,5XSX16" SPLIT -FACE CMU BLOCK. MATCH EXISTING BLOCK FINISH, CONCRETE PLAY AREA RETAINING BOND BEAM W/ /2" RETAINING CURB WITH CONTINUOUS GOLD JOINT FOR REVIEW I 5. PROVIDE CONNECTION TO ADJACENT TOOLED RADIUS AT ALL CORNERS AND EDGE5. AND APPROVAL BY THE GNB ENGINEER PRIOR TO CONSTRUCTION. 20 (2) #5 REBAR, CONTINUOUS TOP, MIDDLE AND BOTTOM. I MATCH HEIGHT PER CIVIL ENGINEER'S PLANS. PROVIDE SAMPLE MIN. X © CONTRACTOR TO PROVIDE SCORE JOINTS AT 5' O.G. O #4 @ 12" O.G., VERTICAL. SPACING. SEE DETAIL 2, THI5 SHEET FOR CONCRETE JOINTS. ® COMPACTED, MOISTURE CONDITIONED 5UBGRADE PER O ALL CONCRETE TO BE SEALED WITH 51 LOXANE WB OE07ECH REPORT. CONCENTRATE CONCRETE SEALER. PROVIDED BY MIKE EX 1 STING. SOLID GROUT ALL CMU BLOCK. w DAMS OF INNOVATIVE CONCRETE PRODUCTS AND OADJACENT PLANTING AREA. SEE CONSTRUCTION PLAN AND MARKETING, INC. CONTACT: (a4ci) 4a8-7077. -� w PLANTING PLAN. REPORT. �' O p ALL CONCRETE TO BE TYPE II/V, MINIMUM COMPRESSIVE O © CONTI NUOU5 GOLD JO I NT. SEE DETA I L 2, SHEET L-2.01. 5TRENCTH PER 5PEG I F I GATI ON5. MAXIMUM WATER GEMENT O RES 1 L I ENT 5URFAG I NO AND CONCRETE SLAB. SEE DF I L 1, RATIO (AIC) TO BE 0.5. SEE CEOTECH REPORT. -7A SHEET L-2.08. O CONCRETE AND RE I NFORG I NC INFORMATIONINDICATED SHALL BE MAX 36" HEREIN, ARE MINIMUMS ARE BASED ON INFORMATION ® SAND PLAY 5URFAG I NO. SEE DETA I L 2, SHEET L-2.08. CONTAINED IN THE PROJECT CEOTECHN I GAL REPORT OADJACENT PLANTING AREA. SEE CONSTRUCTION PLANS AND AVAILABLE AT THE TIME OF PREPARATION OF THESE O FILTER FABRIC. MIRAFI 140N OR APPROVED EQUAL. DOCUMENTS. SECURE TO CONCRETE FOOTING PER MANUFA07URER5 - _ SCALE: 1/2" = 1'-0" ©EX 1571 NG SPL 1 T -FACE BLOCK RETAINING WALL TO BE REMOVED. SPEC I F I GAT 1 ONS. SEE DETA I L 2, SHEET L-2.08. 10 #5 REBAR X� @ 12" O.G. WELDS AND FINISH. SEE 5PEG I F I GATI ONS. II (2) #4 CONTINUOUS T 4 B REBAR, TYPICAL. O CONCRETE FOOTING $ REINFORCEMENT, AS SHOWN. 5 112" NIDE CONCRETE PLAT AREA RETA I N I NC BOND BEAM LEGEND: ® CONTINUOUS 4" 5GH. 40 PVC PERFORATED PIPE PER CIVIL OI EXISTING SPLIT -FACE BLOCK RETAINING WALL TO REMAIN - 3 a I PROTECT IN PLACE. 5EE DEMOLITION PLANS. III - 2 j III O NEW ,5XSX16" SPLIT -FACE CMU BLOCK. MATCH EXISTING BLOCK 000°° I 5. PROVIDE CONNECTION TO ADJACENT COLOR, 51 ZE AND ORIENTATION. CONTRACTOR SHALL FIELD Q VERIFY MEASUREMENTS. JOIN EX I STING BLOCK WALL AND OOOOo ELEVATION - 42" HIGH GUARDRAIL I MATCH HEIGHT PER CIVIL ENGINEER'S PLANS. PROVIDE SAMPLE MIN. X S — -III BLOCK TO G I TY'S REPRESENTATIVE FOR APPROVAL PRIOR TO G V AREA DRANIN LEGEND: PER PLAN CONSTRUCTION. PROVIDE CROWNED CONCRETE GAP TO MATCH a CONCRETE PAVING. 5EE CONSTRUCTION PLANS AND DETAIL I, EX 1 STING. SOLID GROUT ALL CMU BLOCK. w � EG2. 3 4 O COMPACTED, MOISTURE CONDITIONED 5UBCRADE PER CEOTECH 4 -� w ti - (4' MAX O.G. SPAG I NC) EQ, 1 REPORT. �' O 7 ® ADJACENT CONCRETE PAVING OR HARDSGAPE. SEE -1 AND MIRADRAIN 6200 DRAINAGE COMPOSITE BY CARLISLE, X CONSTRUCTION PLANS AND DETAIL I, SHEET L-2.01 FOR TYPE 0 0 0 o°o°o AND LOCATION. SHALL BE MAX 36" - S.T.D. STEEL PIPE (2" O.D.), 3/16" THICK, POSTS AT 4' MAX O = 10 OADJACENT PLANTING AREA. SEE CONSTRUCTION PLANS AND O.G. SPAG I NO. EMBED MIN. 12" IN CONCRETE FAV I NO / FOOTI NO. I PLAN VIEW - 42" HIGH GUARDRAIL PLANTING PLANS. 8 - _ SCALE: 1/2" = 1'-0" ©EX 1571 NG SPL 1 T -FACE BLOCK RETAINING WALL TO BE REMOVED. I I I I SEE DEMOLITION PLANS. WELDS AND FINISH. SEE 5PEG I F I GATI ONS. O CONCRETE FOOTING $ REINFORCEMENT, AS SHOWN. a BEVEL ALL MEMBERS PRIOR TO WELDING. WELD 4 GRIND FLUSH. EQ. EQ. PECORA, OR APPROVED EQUAL, TO TOP OF SUPER POR -ROK ALL WELDS SHALL BE CONTINUOUS GROUND SMOOTH. a I v o ALL METALIZED STEEL PIPE SHALL BE 5GH 40 U.N.O. (4' MAX O G SPAG NC) (4' MAX O G SPAG INC) =III ® CONTINUOUS 4" 5GH. 40 PVC PERFORATED PIPE PER CIVIL j Q a I III - 2 j III 000°° I 5. PROVIDE CONNECTION TO ADJACENT Q _ OOOOo ELEVATION - 42" HIGH GUARDRAIL I MIN. X S — -III 00000 G V AREA DRANIN LEGEND: zit— -LU a CONCRETE PAVING. 5EE CONSTRUCTION PLANS AND DETAIL I, ® w ®PROVIDE CONTINUOUS MIRADRI 860 WATERPROOF MEMBRANE O ul -� w O �' O ------ -1 AND MIRADRAIN 6200 DRAINAGE COMPOSITE BY CARLISLE, m 13 HEIGHT OF HANDRAIL FROM FINISH SURFACE OF TREAD TO TOP OF HANDRAIL 0 0 0 o°o°o SHALL BE MAX 36" - S.T.D. STEEL PIPE (2" O.D.), 3/16" THICK, POSTS AT 4' MAX INC. OR ENGINEER APPROVED EQUAL. INSTALL PER = 10 O.G. SPAG I NO. EMBED MIN. 12" IN CONCRETE FAV I NO / FOOTI NO. GORE DRILL OR PROVIDE 3" 5GH. 40 FVC 5ET 1/2" BELOW MANUFACTURER'S 5PEG I F I GATI ONS. CONTACT: JAME5 HE I DT AND BLACK, PER SPECS. SUBMIT SAMPLE OF P05T AND RAIL FABRICATION TO SHOW I WELDS AND FINISH. SEE 5PEG I F I GATI ONS. APPROVED EQUAL, TO 1/2" BELOW ADJACENT FINISH SURFACE. APPLY 1/2" BEAD OF "GUN GRADE" POLYMER SEALANT BY: O BEVEL ALL MEMBERS PRIOR TO WELDING. WELD 4 GRIND FLUSH. A5500I ATE5 (9510)24e ' i677. PECORA, OR APPROVED EQUAL, TO TOP OF SUPER POR -ROK ALL WELDS SHALL BE CONTINUOUS GROUND SMOOTH. a I v BACKFILL (800) 523-6570. COVER SURFACE OF NET SEALANT O WITH SILICA SAND. SEALANT COLOR: TO MATCH ADJACENT ALL METALIZED STEEL PIPE SHALL BE 5GH 40 U.N.O. CONCRETE. INSTALL P0575 SPACED EVENLY. O ALL METALIZED STEEL WELDS TO BE CONTINUOUS GROUND SMOOTH. 0 #5 CONTINUOUS AT TOP FINISH GRADE, SEE CIVIL ENGINEERS PLANS. O SEE CONSTRUCTION PLANS FOR FENCE LOCATION. CONTRACTOR SHALL FIELD d 0' PREPARATION AND COMPACTION PER OE07ECH I I #5 Is 24" O.G. HORIZONTAL REPORT. SEE SPECIFICATIONS. (D ALL CONCRETE TO BE TYPE II/V, MINIMUM COMPRESSIVE STRENGTH PER 4 a z I 12 #5 X ® 24" O G 8 REPORT. ® _ °o°o° 0 0 0 #1 18"L x I'W x I'D #2 3'L x 2'W x 2'D #3 6'L x 4'W x 4'D j Q a X00000 � 3 4 2 j III 000°° —1�- 2' MIN. lot mv� %3 1.- Q SECTION A - 42" HIGH GUARDRAIL OOOOo ELEVATION - 42" HIGH GUARDRAIL 1 SCALE: 1/2" - 1'-0" 00000 LEGEND: NOTES: O CONCRETE PAVING. 5EE CONSTRUCTION PLANS AND DETAIL I, ® PROVIDE SCALED SHOP DRAWING OF FENCE CONSTRUCTION FOR GNB ENGINEER'S I SHEET L-2.01. - ----- °0000 ,00000 O �' O ------ O 1-1/2" 5.T.D. STEEL PIPE (2" O.D.). 3/16" THICK, RAILS. CO HEIGHT OF HANDRAIL FROM FINISH SURFACE OF TREAD TO TOP OF HANDRAIL 0 0 0 o°o°o SHALL BE MAX 36" ®1-1/2" S.T.D. STEEL PIPE (2" O.D.), 3/16" THICK, POSTS AT 4' MAX DO ALL STEEL AND F I TTI NGS SHALL BE METAL I ZED AND ZING/EPDXY TNEMEC COATED, O.G. SPAG I NO. EMBED MIN. 12" IN CONCRETE FAV I NO / FOOTI NO. PLAN VIEW (9 BLOCK WALL EXTENSION SCALE: 6 13 #5 X —] ® 12" O.G. 14 (3) #5 CONTINUOUS, TOP 4 BOTTOM 15 CONTINUOUS FOOTING KEY 16 PROVIDE CONTINUOUS 3/4" TO 1-1/2" OPEN GRADED GRAVEL. PROVIDE CONTINUOUS FILTER FABRIC WRAP, MIRAFI 14ON BY CARLISLE, INC. OR APPROVED EQUAL. SEE SPECIFICATIONS. NOTES ® CONTRACTOR TO PROVIDE SCALED SHOP DRAWINGS OF WALL EXTENSION WITH FIELD VERIFIED DIMENSIONS FOR REVIEW AND APPROVAL BY THE GNB ENGINEER. OCONTRACTOR SHALL PROVIDE SAMPLE OF CMU BLOCK TO THE GNB ENG I NEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. O CONTRACTOR SHALL PROTECT EXISTING PARK SIGNAGE IN PLACE. OALL CONCRETE TO BE TYPE II/V, MINIMUM COMPRESSIVE 5TREN07H PER SPECIFICATIONS. MAXIMUM WATER GEMENT RA710 (NIC) TO BE 0.5. SEE OE07ECH REPORT. 6 IBLOGK RETAINING WALL EXTENSION AT FIFTH AVE UNDERGROUND SERV I GE ALERT ALL TWO WORK 1 NC DAYS BEFORE YOU D 1 G LEGEND: IO (1) 'BAJA CRESTA RED' BOULDER FOR APPLICATION OF (1) DEDICATION PLAQUE. AVAILABLE FROM KRG ROCK, OR APPROVED EQUAL. CONTACT: DONALD BRENNAN (760) 744-1036. 51 ZE SHALL BE 6'X4'X4' APPROXI MATELY. BOULDER SHALL HAVE AT LEAST ONE FLAT 51 DE ACCEPTABLE FOR MOUNTING OF THE DEDICATION PLAQUE. SEE CONSTRUCTION PLANS FOR LOCATION OF BOULDER. SEE DETAIL 2, 7HI5 SHEET FOR BOULDER SIZE. O BRONZE DEDICATION PLAQUE. BY: BRAVO SIGN. CONTACT: FRANK F I ORE ("i 14) 284-0300 . PROVIDE (4) P I N5 AT CORNERS OF PLAQUE FOR APPL I GATON ONTO BOULDER. CONTRACTOR SHALL PROVIDE SHOP DRAWI NC5 AND ART SUBMITTAL MOCK UP OF PLAQUE AT TRUE 51 ZE AND FONT TYPE FOR REVIEW AND APPROVAL BY CITY PRIOR FABRICATION BY MANUFACTURER. MOCK UP SHALL BE MOUNTED ON SELECTED BOULDER TO FINALIZE: LOCATION. O OUTLINE PROPOSED 51 ZE AND LOCATION OF DEDICATION PLAQUE ON BOULDER FLAT SIDE. CHISEL BOULDER TO CREATE A SMOOTH, UNIFORM, RECESSED AREA, AT 1/4" DEPTH. CONFIRM DEPTH OF PLAQUE WITH MANUFACTURER TO ENSURE PLAQUE SITS FLUSH WITH EDGE OF BOULDER. ®DRILL (4) HOLE5, SIZED FOR MOUNTING PINS OF PLAQUE, INTO CHISELED BOULDER RECESS. OINSERT MOUNTING PINS AND PLAQUE INTO BOULDER HOLES. SET PLAQUE WITH EPDXY GLUE ONTO BOULDER RECESS. © FINISH GRADE. SEE CIVIL PLANS. OSUBCRADE PREPARATION AND COMPACTION PER OE07ECH N REPORT AND SPECIFICATIONS. NOTE: ® SEE CONSTRUCTION PLANS FOR BOULDER LOCATION. PLAN LOCATIONS ARE CONSIDERED DIAGRAMMATIC. FINAL BOULDER LOCATION, PLACEMENT I$ INSTALLATION SHALL BE REVIEWED AND APPROVED BY THE GNB ENG I NEER AND LANDSCAPE ARCHITECT. BO BOULDER SHALL HAVE 1/3 EMBEDMENT. GO BOULDER SHALL BE REVIEWED AND APPROVED AT THE QUARRY BY THE GNB ENGINEER PRIOR TO PROCUREMENT OAND DELIVERY TO SITE. D ALL SUBSTITUTIONS TO BE REVIEWED AND APPROVED BY THE GNB ENGINEER PRIOR TO PURCHASING. O BOULDER SELECTED FOR DEDICATION PLAQUE APPLICATION SHALL HAVE A SMOOTH FLAT SURFACE. BOULDER SHALL BE P051 TI ONF-D TO DISPLAY THE PLAQUE IN THE PREFERRED POSITION BY THE GNB ENGINEER. DIAMETER PER BOULDER SCHEDULE SECTION - BOULDER ON GRADE SCALE: 1/2" = 1'-0" IC/ 2 iv " TYP. BACK OF PLAQUE O O PLAN - PLAQUE CONNECTION SCALE: 3" = I' -O" SCALE: 3" = I' -O" GRANT HOWALD PARK Dedicated on July _, 2021 CITY COUNCIL Will oNei1 Mayor Brad Avery, Mayor Pro Tem Joy Brenner Diane B. Dixon Marshall "Duffy' Duffield Jell Herdman Kovin Muldoon PARE R�Ia�SEdAN1�ifR BUTlax UNIN981310N Dsvid Granoff their Haathsrlgnatin Hassan Archer Pi.- D—ly Mariah Stinson vice Chair 1win1 Hay_ Rate Malouf 9xrrelary Wali Howald SPECIAL REMONMON TO: ! ❑rata A. Leung Uji," Mu"gor P.— h -P Dan M.Wa iewt . LI. -AA Wrhb Laura 1> � -iler 9eimone dnr,�a Mark Vuku,e.•n; Cita AI-—., P_.— rkx xl r Po6Lr Works 11.—L_ Reuenl.oa & 9e� Servicer Direelnr Cumm L, 13 rr pmenl M.—L— Llkih� .. Di_ec Jsu.ea Ti HauL7we T,... SwtJefur Petr,• Teu b- Ealhry- Clw Za,l.. G—Lry 9e.tn Levi Junin 9Jt JIau JuLxclmu Flnrwuu Mxah Marlin Hev.0 IRA— Jim Angry Protect Design Tial Contractors Construction Management RJM Desigm Group. lac. La m P. Ryan [naiK 9.aia•i i,ucl Tamara dfe[: L,ry PROPOSED DEDICATION PLAQUE MOCK UP - FOR REFERENCE ONLY IDEDIC..,A71ON PLAQUE ON LANDSCAPE BOULDER LEGEND: 'SEE O BAJA CRESTA RED' BOULDERS AVAILABLE PLAN VIEW ENLARGEMENT — AREA #1 SCALE: I" = 101_011 PLAN VIEW ENLARGEMENT — AREA #2 SCALE: I" = 101_011 DIAMETER PER 1�/'yl II t•"i1=0 G/ 111=1—y1 11 1= 'll',111111�1111111-11111111 II SECTION - BOULDER ON GRADE SCALE: 1/2" = 1'-0" 2 LANDSCAPE BOULDERS FOR STRUCTURAL ASPECTS NDSCgp 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL REVIEWED: QRS; Ls`/k �P F PLANS PREPARED BY: q� ONLY. STRUCTURAL ENGINEER Q NBACH 9 OYO� F�� DOES NOT ASSUME ANY =_�' S��S�, cFti�y/ �. 2 2020-04-10 100% BID SET SUBMITTAL \_ z RESPONSIBILITY FOR DIMENSIONS �i� m �• 3 2020-04-28 100% BID SET No. 52827 �- m AND ANY AND ALL ITEMS _1 �-� 31591 Camino Capistrano DESIGN (ENGINEER'S SEAL) RELATED TO ARCHITECTURAL, � signal"�€ GROUP 4 24 2020 J9 08/31/2021 J ^ San Juan Capistrano, CA 92675 slgno PRECAST ITEMS AND OTHER Renewal Date www.RJMdesigngroup.com UCTOP� V DISCIPLINES. N� 4/4//2020 �� [949]493-2690 ,TF �F CA�YFEXPIRATION 9Tc� OF Date� [949]493-2600 DATE CAS- NO. DATE DESCRIPTION OF REVISIONS APPROVED CITY PROJECT MANAGER DESIGNED: DRAWN: CS TM/TP CHECKED: DATE: CS 2019-12-05 SIZE QUANTITY SYMBOL FROM DECORATIVE STONE SOLUTIONS, OR APPROVED EQUAL. CONTACT: RANDY .JUROENSEN (800) (bqq-1878 x101. LOCATION PER CONSTRUCTION PLANS. SIZE 4 QUANTITY PER BOULDER SCHEDULE, THIS DETAIL. O FINISH GRADE. SEE CIVIL PLANS. O 5UBCRADE PREPARATION AND COMPACTION PER OE07ECH REPORT AND SPECIFICATIONS. NOTE: ® SEE CONSTRUCTION PLANS FOR BOULDER LOCATION. PLAN LOCATIONS ARE CON51 DF -RF -D D I ACRAMMAT I G. FINAL BOULDER LOCATION, PLACEMENT $ INSTALLATION SHALL BE REVIEWED AND APPROVED BY THE GNB ENGINEER AND LANDSCAPE ARCHITECT. O BOULDERS SHALL HAVE 1/3 EMBEDMENT. OBOULDERS SHALL BE APPROVED AT THE QUARRY BY GNB ENGINEER PRIOR TO DELIVERY. OALL SUBSTITUTIONS TO BE REVIEWED AND APPROVED BY THE GNB ENGINEER PRIOR TO PURCHA51 NC. OBOULDER 5ELEGTED FOR DEDICATION PLAQUE APPLICATION SHALL HAVE A SMOOTH FLAT SURFACE. BOULDER SHALL BE POSITIONED TO DISPLAY THE PLAQUE I N THE PREFERRED POSITION BY THE GNB ENGINEER. O BOULDERS SHALL BE PLACED/POSITIONED IN TIGHT PROXIMITY TO ADJACENT BOULDERS IN ORDER TO REPRESENT NATURAL BOULDER OUTCROPPIN05. BOULDER 5CHEDULE #1 18"L x I'W x I'D #2 3'L x 2'W x 2'D #3 6'L x 4'W x 4'D —a II 1 � 3 4 2 j III —1�- 2' MIN. lot mv� %3 1.- l m SECTION A - 42" HIGH GUARDRAIL ELEVATION - 42" HIGH GUARDRAIL SCALE: 1" = 1'-0" SCALE: 1/2" - 1'-0" LEGEND: LEGEND: IO (1) 'BAJA CRESTA RED' BOULDER FOR APPLICATION OF (1) DEDICATION PLAQUE. AVAILABLE FROM KRG ROCK, OR APPROVED EQUAL. CONTACT: DONALD BRENNAN (760) 744-1036. 51 ZE SHALL BE 6'X4'X4' APPROXI MATELY. BOULDER SHALL HAVE AT LEAST ONE FLAT 51 DE ACCEPTABLE FOR MOUNTING OF THE DEDICATION PLAQUE. SEE CONSTRUCTION PLANS FOR LOCATION OF BOULDER. SEE DETAIL 2, 7HI5 SHEET FOR BOULDER SIZE. O BRONZE DEDICATION PLAQUE. BY: BRAVO SIGN. CONTACT: FRANK F I ORE ("i 14) 284-0300 . PROVIDE (4) P I N5 AT CORNERS OF PLAQUE FOR APPL I GATON ONTO BOULDER. CONTRACTOR SHALL PROVIDE SHOP DRAWI NC5 AND ART SUBMITTAL MOCK UP OF PLAQUE AT TRUE 51 ZE AND FONT TYPE FOR REVIEW AND APPROVAL BY CITY PRIOR FABRICATION BY MANUFACTURER. MOCK UP SHALL BE MOUNTED ON SELECTED BOULDER TO FINALIZE: LOCATION. O OUTLINE PROPOSED 51 ZE AND LOCATION OF DEDICATION PLAQUE ON BOULDER FLAT SIDE. CHISEL BOULDER TO CREATE A SMOOTH, UNIFORM, RECESSED AREA, AT 1/4" DEPTH. CONFIRM DEPTH OF PLAQUE WITH MANUFACTURER TO ENSURE PLAQUE SITS FLUSH WITH EDGE OF BOULDER. ®DRILL (4) HOLE5, SIZED FOR MOUNTING PINS OF PLAQUE, INTO CHISELED BOULDER RECESS. OINSERT MOUNTING PINS AND PLAQUE INTO BOULDER HOLES. SET PLAQUE WITH EPDXY GLUE ONTO BOULDER RECESS. © FINISH GRADE. SEE CIVIL PLANS. OSUBCRADE PREPARATION AND COMPACTION PER OE07ECH N REPORT AND SPECIFICATIONS. NOTE: ® SEE CONSTRUCTION PLANS FOR BOULDER LOCATION. PLAN LOCATIONS ARE CONSIDERED DIAGRAMMATIC. FINAL BOULDER LOCATION, PLACEMENT I$ INSTALLATION SHALL BE REVIEWED AND APPROVED BY THE GNB ENG I NEER AND LANDSCAPE ARCHITECT. BO BOULDER SHALL HAVE 1/3 EMBEDMENT. GO BOULDER SHALL BE REVIEWED AND APPROVED AT THE QUARRY BY THE GNB ENGINEER PRIOR TO PROCUREMENT OAND DELIVERY TO SITE. D ALL SUBSTITUTIONS TO BE REVIEWED AND APPROVED BY THE GNB ENGINEER PRIOR TO PURCHASING. O BOULDER SELECTED FOR DEDICATION PLAQUE APPLICATION SHALL HAVE A SMOOTH FLAT SURFACE. BOULDER SHALL BE P051 TI ONF-D TO DISPLAY THE PLAQUE IN THE PREFERRED POSITION BY THE GNB ENGINEER. DIAMETER PER BOULDER SCHEDULE SECTION - BOULDER ON GRADE SCALE: 1/2" = 1'-0" IC/ 2 iv " TYP. BACK OF PLAQUE O O PLAN - PLAQUE CONNECTION SCALE: 3" = I' -O" SCALE: 3" = I' -O" GRANT HOWALD PARK Dedicated on July _, 2021 CITY COUNCIL Will oNei1 Mayor Brad Avery, Mayor Pro Tem Joy Brenner Diane B. Dixon Marshall "Duffy' Duffield Jell Herdman Kovin Muldoon PARE R�Ia�SEdAN1�ifR BUTlax UNIN981310N Dsvid Granoff their Haathsrlgnatin Hassan Archer Pi.- D—ly Mariah Stinson vice Chair 1win1 Hay_ Rate Malouf 9xrrelary Wali Howald SPECIAL REMONMON TO: ! ❑rata A. Leung Uji," Mu"gor P.— h -P Dan M.Wa iewt . LI. -AA Wrhb Laura 1> � -iler 9eimone dnr,�a Mark Vuku,e.•n; Cita AI-—., P_.— rkx xl r Po6Lr Works 11.—L_ Reuenl.oa & 9e� Servicer Direelnr Cumm L, 13 rr pmenl M.—L— Llkih� .. Di_ec Jsu.ea Ti HauL7we T,... SwtJefur Petr,• Teu b- Ealhry- Clw Za,l.. G—Lry 9e.tn Levi Junin 9Jt JIau JuLxclmu Flnrwuu Mxah Marlin Hev.0 IRA— Jim Angry Protect Design Tial Contractors Construction Management RJM Desigm Group. lac. La m P. Ryan [naiK 9.aia•i i,ucl Tamara dfe[: L,ry PROPOSED DEDICATION PLAQUE MOCK UP - FOR REFERENCE ONLY IDEDIC..,A71ON PLAQUE ON LANDSCAPE BOULDER LEGEND: 'SEE O BAJA CRESTA RED' BOULDERS AVAILABLE PLAN VIEW ENLARGEMENT — AREA #1 SCALE: I" = 101_011 PLAN VIEW ENLARGEMENT — AREA #2 SCALE: I" = 101_011 DIAMETER PER 1�/'yl II t•"i1=0 G/ 111=1—y1 11 1= 'll',111111�1111111-11111111 II SECTION - BOULDER ON GRADE SCALE: 1/2" = 1'-0" 2 LANDSCAPE BOULDERS FOR STRUCTURAL ASPECTS NDSCgp 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL REVIEWED: QRS; Ls`/k �P F PLANS PREPARED BY: q� ONLY. STRUCTURAL ENGINEER Q NBACH 9 OYO� F�� DOES NOT ASSUME ANY =_�' S��S�, cFti�y/ �. 2 2020-04-10 100% BID SET SUBMITTAL \_ z RESPONSIBILITY FOR DIMENSIONS �i� m �• 3 2020-04-28 100% BID SET No. 52827 �- m AND ANY AND ALL ITEMS _1 �-� 31591 Camino Capistrano DESIGN (ENGINEER'S SEAL) RELATED TO ARCHITECTURAL, � signal"�€ GROUP 4 24 2020 J9 08/31/2021 J ^ San Juan Capistrano, CA 92675 slgno PRECAST ITEMS AND OTHER Renewal Date www.RJMdesigngroup.com UCTOP� V DISCIPLINES. N� 4/4//2020 �� [949]493-2690 ,TF �F CA�YFEXPIRATION 9Tc� OF Date� [949]493-2600 DATE CAS- NO. DATE DESCRIPTION OF REVISIONS APPROVED CITY PROJECT MANAGER DESIGNED: DRAWN: CS TM/TP CHECKED: DATE: CS 2019-12-05 SIZE QUANTITY SYMBOL FROM DECORATIVE STONE SOLUTIONS, OR APPROVED EQUAL. CONTACT: RANDY .JUROENSEN (800) (bqq-1878 x101. LOCATION PER CONSTRUCTION PLANS. SIZE 4 QUANTITY PER BOULDER SCHEDULE, THIS DETAIL. O FINISH GRADE. SEE CIVIL PLANS. O 5UBCRADE PREPARATION AND COMPACTION PER OE07ECH REPORT AND SPECIFICATIONS. NOTE: ® SEE CONSTRUCTION PLANS FOR BOULDER LOCATION. PLAN LOCATIONS ARE CON51 DF -RF -D D I ACRAMMAT I G. FINAL BOULDER LOCATION, PLACEMENT $ INSTALLATION SHALL BE REVIEWED AND APPROVED BY THE GNB ENGINEER AND LANDSCAPE ARCHITECT. O BOULDERS SHALL HAVE 1/3 EMBEDMENT. OBOULDERS SHALL BE APPROVED AT THE QUARRY BY GNB ENGINEER PRIOR TO DELIVERY. OALL SUBSTITUTIONS TO BE REVIEWED AND APPROVED BY THE GNB ENGINEER PRIOR TO PURCHA51 NC. OBOULDER 5ELEGTED FOR DEDICATION PLAQUE APPLICATION SHALL HAVE A SMOOTH FLAT SURFACE. BOULDER SHALL BE POSITIONED TO DISPLAY THE PLAQUE I N THE PREFERRED POSITION BY THE GNB ENGINEER. O BOULDERS SHALL BE PLACED/POSITIONED IN TIGHT PROXIMITY TO ADJACENT BOULDERS IN ORDER TO REPRESENT NATURAL BOULDER OUTCROPPIN05. BOULDER 5CHEDULE #1 18"L x I'W x I'D #2 3'L x 2'W x 2'D #3 6'L x 4'W x 4'D —a II 1 2 j III —1�- 2' MIN. lot mv� %3 1.- SECTION A - 42" HIGH GUARDRAIL ELEVATION - 42" HIGH GUARDRAIL SCALE: 1" = 1'-0" SCALE: 1/2" - 1'-0" LEGEND: NOTES: O CONCRETE PAVING. 5EE CONSTRUCTION PLANS AND DETAIL I, ® PROVIDE SCALED SHOP DRAWING OF FENCE CONSTRUCTION FOR GNB ENGINEER'S SHEET L-2.01. REVIEW AND APPROVAL PRIOR TO FABRICATION. SEE SPECIFICATIONS. O CONCRETE FOOTING AND REINFORCEMENT AS SHOWN. O FABRICATION SHALL BE PER FIELD MEASUREMENTS VERIFIED BY THE CONTRACTOR O 1-1/2" 5.T.D. STEEL PIPE (2" O.D.). 3/16" THICK, RAILS. CO HEIGHT OF HANDRAIL FROM FINISH SURFACE OF TREAD TO TOP OF HANDRAIL SHALL BE MAX 36" ®1-1/2" S.T.D. STEEL PIPE (2" O.D.), 3/16" THICK, POSTS AT 4' MAX DO ALL STEEL AND F I TTI NGS SHALL BE METAL I ZED AND ZING/EPDXY TNEMEC COATED, O.G. SPAG I NO. EMBED MIN. 12" IN CONCRETE FAV I NO / FOOTI NO. GORE DRILL OR PROVIDE 3" 5GH. 40 FVC 5ET 1/2" BELOW BLACK, PER SPECS. SUBMIT SAMPLE OF P05T AND RAIL FABRICATION TO SHOW ADJACENT FINISH SURFACE. SECURE W 1 TH SUPER POR -ROK OR WELDS AND FINISH. SEE 5PEG I F I GATI ONS. APPROVED EQUAL, TO 1/2" BELOW ADJACENT FINISH SURFACE. APPLY 1/2" BEAD OF "GUN GRADE" POLYMER SEALANT BY: O BEVEL ALL MEMBERS PRIOR TO WELDING. WELD 4 GRIND FLUSH. PECORA, OR APPROVED EQUAL, TO TOP OF SUPER POR -ROK ALL WELDS SHALL BE CONTINUOUS GROUND SMOOTH. BACKFILL (800) 523-6570. COVER SURFACE OF NET SEALANT O WITH SILICA SAND. SEALANT COLOR: TO MATCH ADJACENT ALL METALIZED STEEL PIPE SHALL BE 5GH 40 U.N.O. CONCRETE. INSTALL P0575 SPACED EVENLY. O ALL METALIZED STEEL WELDS TO BE CONTINUOUS GROUND SMOOTH. O FINISH GRADE, SEE CIVIL ENGINEERS PLANS. O SEE CONSTRUCTION PLANS FOR FENCE LOCATION. CONTRACTOR SHALL FIELD ©5UBCRADE PREPARATION AND COMPACTION PER OE07ECH VERIFY CONDITIONS PRIOR TO GATE FABRICATION. REPORT. SEE SPECIFICATIONS. (D ALL CONCRETE TO BE TYPE II/V, MINIMUM COMPRESSIVE STRENGTH PER O (2) #5 TOP AND BOTTOM REBAR, CONTINUOUS. SPECIFICATIONS. MAXIMUM WATER GEMENT RATIO (NIC) TO BE 0.5. SEE CEOTECH REPORT. ® #4 REBAR x J AT 12" O.G. VERTICAL, CENTERED IN WALL. ALTERNATE BEND AT FOOTING A5 SHOWN. O CONCRETE AND REINFORCING INFORMATION INDICATED HEREIN, ARE MINIMUMS AND O #4 REBAR AT 12" O.G. HORIZONTAL. ARE BASED ON INFORMATION CONTAINED IN THE PROJECT GEOTECHNICAL REPORT AVAILABLE AT THE TIME OF PREPARATION OF THESE DOCUMENTS. 0 (2) #4 REBAR, CONTINUOUS. K O II CONCONTINUOU5 GOLD JOINT. SEE DETAIL 2, SHEET L-2.01. SEE CONSTRUCTION PLANS FOR LOCATIONS. 4 42'' HIOH TUBULAR STEEL C UARDRA I L W/ RETA I N I NC Er7)OE LEGEND: IO (1) 'BAJA CRESTA RED' BOULDER FOR APPLICATION OF (1) DEDICATION PLAQUE. AVAILABLE FROM KRG ROCK, OR APPROVED EQUAL. CONTACT: DONALD BRENNAN (760) 744-1036. 51 ZE SHALL BE 6'X4'X4' APPROXI MATELY. BOULDER SHALL HAVE AT LEAST ONE FLAT 51 DE ACCEPTABLE FOR MOUNTING OF THE DEDICATION PLAQUE. SEE CONSTRUCTION PLANS FOR LOCATION OF BOULDER. SEE DETAIL 2, 7HI5 SHEET FOR BOULDER SIZE. O BRONZE DEDICATION PLAQUE. BY: BRAVO SIGN. CONTACT: FRANK F I ORE ("i 14) 284-0300 . PROVIDE (4) P I N5 AT CORNERS OF PLAQUE FOR APPL I GATON ONTO BOULDER. CONTRACTOR SHALL PROVIDE SHOP DRAWI NC5 AND ART SUBMITTAL MOCK UP OF PLAQUE AT TRUE 51 ZE AND FONT TYPE FOR REVIEW AND APPROVAL BY CITY PRIOR FABRICATION BY MANUFACTURER. MOCK UP SHALL BE MOUNTED ON SELECTED BOULDER TO FINALIZE: LOCATION. O OUTLINE PROPOSED 51 ZE AND LOCATION OF DEDICATION PLAQUE ON BOULDER FLAT SIDE. CHISEL BOULDER TO CREATE A SMOOTH, UNIFORM, RECESSED AREA, AT 1/4" DEPTH. CONFIRM DEPTH OF PLAQUE WITH MANUFACTURER TO ENSURE PLAQUE SITS FLUSH WITH EDGE OF BOULDER. ®DRILL (4) HOLE5, SIZED FOR MOUNTING PINS OF PLAQUE, INTO CHISELED BOULDER RECESS. OINSERT MOUNTING PINS AND PLAQUE INTO BOULDER HOLES. SET PLAQUE WITH EPDXY GLUE ONTO BOULDER RECESS. © FINISH GRADE. SEE CIVIL PLANS. OSUBCRADE PREPARATION AND COMPACTION PER OE07ECH N REPORT AND SPECIFICATIONS. NOTE: ® SEE CONSTRUCTION PLANS FOR BOULDER LOCATION. PLAN LOCATIONS ARE CONSIDERED DIAGRAMMATIC. FINAL BOULDER LOCATION, PLACEMENT I$ INSTALLATION SHALL BE REVIEWED AND APPROVED BY THE GNB ENG I NEER AND LANDSCAPE ARCHITECT. BO BOULDER SHALL HAVE 1/3 EMBEDMENT. GO BOULDER SHALL BE REVIEWED AND APPROVED AT THE QUARRY BY THE GNB ENGINEER PRIOR TO PROCUREMENT OAND DELIVERY TO SITE. D ALL SUBSTITUTIONS TO BE REVIEWED AND APPROVED BY THE GNB ENGINEER PRIOR TO PURCHASING. O BOULDER SELECTED FOR DEDICATION PLAQUE APPLICATION SHALL HAVE A SMOOTH FLAT SURFACE. BOULDER SHALL BE P051 TI ONF-D TO DISPLAY THE PLAQUE IN THE PREFERRED POSITION BY THE GNB ENGINEER. DIAMETER PER BOULDER SCHEDULE SECTION - BOULDER ON GRADE SCALE: 1/2" = 1'-0" IC/ 2 iv " TYP. BACK OF PLAQUE O O PLAN - PLAQUE CONNECTION SCALE: 3" = I' -O" SCALE: 3" = I' -O" GRANT HOWALD PARK Dedicated on July _, 2021 CITY COUNCIL Will oNei1 Mayor Brad Avery, Mayor Pro Tem Joy Brenner Diane B. Dixon Marshall "Duffy' Duffield Jell Herdman Kovin Muldoon PARE R�Ia�SEdAN1�ifR BUTlax UNIN981310N Dsvid Granoff their Haathsrlgnatin Hassan Archer Pi.- D—ly Mariah Stinson vice Chair 1win1 Hay_ Rate Malouf 9xrrelary Wali Howald SPECIAL REMONMON TO: ! ❑rata A. Leung Uji," Mu"gor P.— h -P Dan M.Wa iewt . LI. -AA Wrhb Laura 1> � -iler 9eimone dnr,�a Mark Vuku,e.•n; Cita AI-—., P_.— rkx xl r Po6Lr Works 11.—L_ Reuenl.oa & 9e� Servicer Direelnr Cumm L, 13 rr pmenl M.—L— Llkih� .. Di_ec Jsu.ea Ti HauL7we T,... SwtJefur Petr,• Teu b- Ealhry- Clw Za,l.. G—Lry 9e.tn Levi Junin 9Jt JIau JuLxclmu Flnrwuu Mxah Marlin Hev.0 IRA— Jim Angry Protect Design Tial Contractors Construction Management RJM Desigm Group. lac. La m P. Ryan [naiK 9.aia•i i,ucl Tamara dfe[: L,ry PROPOSED DEDICATION PLAQUE MOCK UP - FOR REFERENCE ONLY IDEDIC..,A71ON PLAQUE ON LANDSCAPE BOULDER LEGEND: 'SEE O BAJA CRESTA RED' BOULDERS AVAILABLE PLAN VIEW ENLARGEMENT — AREA #1 SCALE: I" = 101_011 PLAN VIEW ENLARGEMENT — AREA #2 SCALE: I" = 101_011 DIAMETER PER 1�/'yl II t•"i1=0 G/ 111=1—y1 11 1= 'll',111111�1111111-11111111 II SECTION - BOULDER ON GRADE SCALE: 1/2" = 1'-0" 2 LANDSCAPE BOULDERS FOR STRUCTURAL ASPECTS NDSCgp 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL REVIEWED: QRS; Ls`/k �P F PLANS PREPARED BY: q� ONLY. STRUCTURAL ENGINEER Q NBACH 9 OYO� F�� DOES NOT ASSUME ANY =_�' S��S�, cFti�y/ �. 2 2020-04-10 100% BID SET SUBMITTAL \_ z RESPONSIBILITY FOR DIMENSIONS �i� m �• 3 2020-04-28 100% BID SET No. 52827 �- m AND ANY AND ALL ITEMS _1 �-� 31591 Camino Capistrano DESIGN (ENGINEER'S SEAL) RELATED TO ARCHITECTURAL, � signal"�€ GROUP 4 24 2020 J9 08/31/2021 J ^ San Juan Capistrano, CA 92675 slgno PRECAST ITEMS AND OTHER Renewal Date www.RJMdesigngroup.com UCTOP� V DISCIPLINES. N� 4/4//2020 �� [949]493-2690 ,TF �F CA�YFEXPIRATION 9Tc� OF Date� [949]493-2600 DATE CAS- NO. DATE DESCRIPTION OF REVISIONS APPROVED CITY PROJECT MANAGER DESIGNED: DRAWN: CS TM/TP CHECKED: DATE: CS 2019-12-05 SIZE QUANTITY SYMBOL FROM DECORATIVE STONE SOLUTIONS, OR APPROVED EQUAL. CONTACT: RANDY .JUROENSEN (800) (bqq-1878 x101. LOCATION PER CONSTRUCTION PLANS. SIZE 4 QUANTITY PER BOULDER SCHEDULE, THIS DETAIL. O FINISH GRADE. SEE CIVIL PLANS. O 5UBCRADE PREPARATION AND COMPACTION PER OE07ECH REPORT AND SPECIFICATIONS. NOTE: ® SEE CONSTRUCTION PLANS FOR BOULDER LOCATION. PLAN LOCATIONS ARE CON51 DF -RF -D D I ACRAMMAT I G. FINAL BOULDER LOCATION, PLACEMENT $ INSTALLATION SHALL BE REVIEWED AND APPROVED BY THE GNB ENGINEER AND LANDSCAPE ARCHITECT. O BOULDERS SHALL HAVE 1/3 EMBEDMENT. OBOULDERS SHALL BE APPROVED AT THE QUARRY BY GNB ENGINEER PRIOR TO DELIVERY. OALL SUBSTITUTIONS TO BE REVIEWED AND APPROVED BY THE GNB ENGINEER PRIOR TO PURCHA51 NC. OBOULDER 5ELEGTED FOR DEDICATION PLAQUE APPLICATION SHALL HAVE A SMOOTH FLAT SURFACE. BOULDER SHALL BE POSITIONED TO DISPLAY THE PLAQUE I N THE PREFERRED POSITION BY THE GNB ENGINEER. O BOULDERS SHALL BE PLACED/POSITIONED IN TIGHT PROXIMITY TO ADJACENT BOULDERS IN ORDER TO REPRESENT NATURAL BOULDER OUTCROPPIN05. BOULDER 5CHEDULE #1 18"L x I'W x I'D #2 3'L x 2'W x 2'D #3 6'L x 4'W x 4'D 10 3 1 BOULDERS SHALL BE 'BAJA CRESTA RED', AVAILABLE FROM DECORATIVE STONE SOLUTIONS, OR APPROVED EQUAL. CONSTRUCTION DETAILS GRANT HOWALD PARK REHABILITATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 7476-2 (19P11) L-2.14 P -5264—S SHEET 270E 51 la" �C�r tSJ IQ/'VV/I/ FOR STRUCTURAL ASPECTS q� ONLY. STRUCTURAL ENGINEER �■■■m■■■r' ,-q■■■rr 'R■ ■■■■■ ■■■■■■■■■■■■ OZ <<1 F� DOES NOT ASSUME ANY RESPONSIBILITY 2' I I O ■ FOR DIMENSIONS 4 I ■ OI v No. 52827 AND ANY AND ALL ITEMS ■ 4/24/2020 RELATED TO ARCHITECTURAL, � 8 I �j I z signed PRECAST ITEMS AND OTHER G--\■ ■ L�LEL711UC,ALHAND HOL1 3" X 5"X 112" 7HK. 2" 1..ONO r� �TRUCO�P� �P DISCIPLINES. qTF q/50/2022 ------ - - ------ L- A ■ A5110CrR-IiTLBFhFG F� OF CAL\ EXPIRATION -� L� G��\% ° ^� - L- p� ''����� ° 9 • a a I -, �� Z aO� ,J. O _ Gj�Op� W ■ FI.C+ItSH Gid a-• '� N m -1 - ■ ° ° <t ° a I a I 1 -- w - ■ MIN. GLR. Q a ° a II = 1 • ° -_ 13 ■ 16'-a" APPROX. 1-7 LOCATE PER SGE PLANS ELECTRI CAL Ar-,CF-55 (FOR REFERENCE ONLY) SGALE: I/2 — I O T � - � i 12 13 o a° al„ ^ °° ° I ° a ° 1 13 GLR. ° 1 I � I—III — W I I : ■ ■ 13 ---- _ _ _ -- - ----- - - --__ -_ - _ _ --- - -_--- - --_- - - - �'•�' I I — _ - I_ 1' } _ 4 � 14 -•� ,� _ W ° OZ o °I • ° ° ° °• I ° III_ W ■ 16 - - FIN N FOUR A TH AL CONCRETE OU ABOVE E BASE I IL O ° O I O ■ PLATES SHALL MATCH FINISH SURFACE ELEVAT I ONS AS SHOWN ON CIVIL GRADING fir' J Q ° _ ° d - ■ ------ -_ PLANS. CONTRACTOR SHALL VERIFY FINISH SURFACE ELEVATIONS PRIOR TO INSTALLATION O-I LL °■■■■■■■■■■■■■■■■■■�■■■■■ ■■■■■■ ■ _ _ _ -- - OF STRUCTURE. l ° d ° d ° — I= FABRIC DOLOR — BLUE BY MONONET �' - _ _ ° -- / I ° d a - Q�( tS 7l0/N FOR STRUCTURAL ASPECTS SCALE: N.T.S. SAMPLE DRAWING SHOWN FOR REFERENCE ONLY. SHADE MANUFACTURER - / o ° z z -I I 1—III— IIIA i I �� �- q� ONLY. STRUCTURAL ENGINEER 4-`�� OZ ONLY F� DOES NOT ASSUME ANY ' �j� =�'� RESPONSIBILITY FOR DIMENSIONS SHALL SUBMIT FINAL ENGINEERED DRAWINGS TO THE CONTRACTOR FOR LU 0- la DIA. � No. 52827 AND ANY AND ALL ITEMS PLAN VIEW rE ' p 4 24 2020 RELATED TO ARCHITECTURAL, 1. _ � .1 SCALE: 1/4 I -O SUBMITTAL TO THE CITY ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION AND SITE INSTALLATION SECTION AT FENCE OPENING ]( Slgno PRECAST ITEMS AND OTHER \ SCALE: 1-1/2" = I'-011 r� STRUCTU�P� O DISCIPLINES. 4/30/2022 - Eide Industries, Inc. ,. YTE N SIGN 16215 Piuma Avenue 1 .. �. }��^1 }I1=�����I 1 W. _ _ _ _- ° la" OF CA0 EXPIRATION DATE Cerritos, CA 90703 U.S.A. Phone (562) 402-8335 tructuresxom _ Fax 562 924-2233 O I I _ www.TensionStructures.com (7tvcs+cn;f 6uie t4Xi2Lt s; t(„ _ - I I I 2 10 � � -- - 0 0-, ti I -- -E-< LOF_}' �� I 4 I 8 14 -----_--_----- - 1L z Z V OL3„ cv 12 2 - a pLU }� d ° • �.. i 10'-0" '18'-0" ......... LU -:, I ° ° ° 1 ° _ W _ ° I PERSPECTIVE VIEW TOP VIEW \ J �'� I ° 1 I IW MI � � I • • . • •' •• . • • . .. r ° `a a •a a a 3 I zO Q 1 � GLR °° a IZ X} ° ° °I ° — III 1 �zJ LLJI '. —IWU —� �_ I • • 1- Q II III III III III—uz W w i= 1-- ° a o I= :_ d 1 Mi LU FRONT VIEW SIDE VIEW k \ \ ° / O d ° = I I I I • LLI I O Q NOTES: 1. MANUFACTURED USING ROUND HSS FRAME AND FABRIC PER PRODUCT SPECIFICATIONS. 2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. — — I• 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS AND DESIGN PROFESSIONALS. v z _ ° d — 4. FOOTINGS WILL BE DESIGNED AT TIME OF AWARD BASED ON SITE SPECIFIC CONDITIONS. 5. PRODUCT WILL BE ASSEMBLED ON SITE DURING TIME OF ERECTION, NO FIELD WELDING. I - I z tu W — 1211- 1 14 15 fl- - 6. FRAME FINISH WILL BE IN ACCORDANCE WITH PRODUCT SPECIFICATIONS. 7. SITE SPECIFIC MEMBER SIZING TO BE VERIFIED BY MANUFACTURER AND THEIR E.O.R. l_ �� - - - I I s ° O - — —IIIL1 III—I I -11 I1 I 1 11 , C I a-- la DIA. z O a I SEQUOIA CANOPY SQ 201s OO O I ° a ° a a a ° ° REVISION DATE: 8/30/2019 COPYRIGHT 2019 EIDE INDUSTRIES, INC. TYP I CPL FOOTING (FOR REFERENCE ONLY) ^ SCALE: 1/2 = 1 -Q SECTION AT MAINTENANCE OPENING " - '- „ SCALE: I-I/2 - 1'-0" 0 O� C= 4 ° ° ° ° ° °V ° I SAMPLE DRAWING SHOWN FOR REFERENCE ONLY. SHADE MANUFACTURER [ O LEGEND: INSTALL (1) 40'x40' SEQUOIA STRUCTURES BY: TENSION STRUCTURES. CONTACT: a 6I O I , 2" 12" MIN - z_ ANGELA JUAREZ, (562) 402-5460. INSTALL PER MANUFACTURER'S SHALL SUBMIT F I NAL ENGINEERED DRAW I NGS TO THE CONTRACTOR FOR RECOMMENDATIONS AND SPECIFICATIONS. LOCATION AS SHOWN ON PLAN. LEGEND: = 2 " MIN N. SUBMITTAL TO THE CITY ENGINEER FOR REVIEW AND APPROVAL PRIOR TO _ + I II FABRICATION AND SITE INSTALLATION O INSTALL (3) 20x20 SEQUOIA STRUCTURES BY: TENSION STRUCTURES. CONTACT: a I4 O CONTINUOUS, POURED IN PLACE CONCRETE GRADE BEAM W/TOPCAST NO. 5 FINISH. 1/2" TOOLED RADIUS AT ALL CORNERS AND EDGES. DEPTH OF BEAM _ o I I a • _ TENSION Eide Industries, Inc. 16215 Piuma Avenue ANGELA JUAREZ, (562) 402-5460. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. LOCATION AS SHOWN ON PLAN. ° -j / O PER GOND 1 TI ON SHEET L-2.03. SEE CONSTRUCTION PLANS AND CIVIL ENGINEERS GRADING PLANS. STRUCTURAL REINFORCEMENT AS SHOWN. (2) #4 CONTINUOUS T $ B REBAR. • a J _°_ I I — — — a � � — _ _ _ • �'�-R = � TVP. _ '�__ Cerritos, CA 90703 U.S.A. (562) 402-8335 ® NOTES: ALL STEEL EDGES TO BE ROUNDED SMOOTH TO PREVENT FABRIC DAMAGED. � I O (2) #4 CONTINUOUS T MID $ B REBAR PER STRUCTURAL ENGINEER. - 2 ' I i I II III a ° 1111 VIII - tructuresPhone Cam Fax (562) 924-2233 8 ® CONTINUOUS GOLD JOINT. SEE DETAIL 2, SHEET L-2.01. 8 1 www.TensionStructures.com O ALL GABLES TO BE STAINLESS STEEL WITH ADJUSTABLE CLEVIS JAWS. 1/4" THICK TOOLED CONTROL JOINT, CENTERED ON POSTS AND EVENLY cQ GO FABRIC SHALL BE HDPE SHADE CLOTH, ALNET OR MONOTEC. COLOR 'BLUE'. SPACED, MAX 5' O.G. SEE DETAIL 2, SHEET L-2.01. ~ I g'° 'Vol .:;,:.....- a '0+ CONTRACTOR TO SUBMIT SHOP DRAWINGS/SAMPLES PRIOR TO ACQUISITION AND INSTALLATION FOR REVIEW AND APPROVAL. / O VEHICULAR CONCRETE PAVING OR BANDING. SEE CONSTRUCTION PLANS FOR - TYPE, FINISH AND LOCATION AND DETAIL I, SHEET L-2.01. 8 "KEY O ALL HAND HOLDS TO HAVE REINFORCED EDGING AND REMOVABLE ACCESS O PEDESTRIAN CONCRETE PAVING OR BANDING. SEE CONSTRUCTION PLANS FOR PANELS. TYPE, FIN 1 SH AND LOCATION AND DETAIL 1, SHEET L-2.01. ,j • _ O ALL STEEL MEMBERS TO BE TNEMEG 2 PART PAINT SYSTEM, COLOR TO BE I4 ® ADJACENT SYNTHETIC TURF FIELD SEE CIVIL ENGINEER'S PLANS FOR FINISH GRADES. SEE SYNTHETIC TURF PLANS FOR COMPLETE TURF SECTION; SECTION A -RETAINING SCALE: I-I/2" = I'-O" WALL SELECTED. SEE SPEC I F I GATI ONS. / I NGLUD I NG DRAINS, BASE, FABRICS, AND INFILL. f ' 20'-8" 37'-3" O STRUCTURAL ENGINEERING FOR SHADE STRUCTURE(S) SHALL BE PROVIDED BY - - / ® SUBGRADE PREPARATION AND COMPACTION PER OE07ECH REPORT. SEE SHADE STRUCTURE MANUFACTURER; TENSION STRUCTURES. CONTACT: ANGELA - SPEC F I GAT ONS. PERSPECTIVE VIEW TOP VIEW JUAREZ, (562) 402-5460. ENGINEERED DRAWINGS AND CALCULATIONS SHALL BE O 42" HT. TUBULAR STEEL FENCE POST W/FOOTING. SEE CONSTRUCTION PLANS LEGEND: LEGEND: A DEFERRED SUBMITTAL AND SHALL BE REQUIRED AS A SUBMITTAL BY THE - - AND DETAIL I, SHEET L-2.16. O 12" X 5" X 16" CONCRETE PRECISION BLOCK CMU WALL. COLOR: 13 DECOMPOSED GRANITE PAVING. SEE DETAIL B, SHEET L-2.01. CONTRACTOR AFTER THE CONSTRUCTION CONTRACT HAS BEEN AWARDED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST TO OBTAIN ENGINEERED I I #4 X1-1 EACH SIDE OF POST AND 12" O.G. ALONG GRADE BEAM. NATURAL GRAY. FULLY GROUT ALL CELLS AND PROVIDE MORTAR JOINTS. 14 CONTINUOUS GOLD JOINT. SEE DETAIL 2, SHEET L-2.01. a • ' }' DR,4WI NGS. ENGINEERING SHALL BE PROYI DED BY A STATE OF GAL I FORN I A LICENSED STRUCTURAL ENGINEER. ENGINEERING SHALL IDENTIFY ALL MATERIAL 12 PROVIDE CONTINUOUS I/2" POLYFOAM WRAP BY W.R. MEADOWS AT ALL POSTS. O POURED IN PLACE CONCRETE FOOTING, AS SHOWN. 15 PME UTILITY CABINET. REFER TO SCE PLANS, 7D1655525 SIZES, WALL THICKNESSES, FASTENERS, CONNECTIONS, AND FOOTINGS. WALL w IU - v Z - OF NRAF, WITH PROVIDE I " SEALER BEAD OF POLYURETHANE AT TOP P GONGRETE� GRADE BEAM. SEE DETAIL I, SHEET L-2.05. O (S) #5 CONTINUOUS REBAR, TOP BOTTOM AT FOOTING. TD 1653526 _�. -- q _ _- _ - ;� =� N - THICKNESS OF STEEL MEMBERS SHALL BE SIZED TO PROVIDE FOR POST, SPAN, CANTILEVER BEAM AND JOIST SIZES AS INDICATED ON THESE DRAWINGS. z - - Iu z - IL 13 16" O.G. (AT 5" SLAB) AND 12" O.G. (AT 6" SLAB) EACH WAY, CENTER IN SLAB. 16 O ® CONTINUOUS 4" SDH. 40 PVC PERFORATED PIPE PER CIVIL PME ACCESS OPENING. REFER TO SCE PLANS, TD 1653525 � TD1653526. o LU O FOOTINGS WILL BE DESIGNED AFTER THE CONSTRUCTION CONTRACT HAS BEEN ,n p - - — 14 24" WIDE CONCRETE BAND. SEE CONSTRUCTION PLAN FOR FINISH AND ENG I NEER S DRAW I NGS. PROVIDE CONNECTION TO ADJACENT CIVIL I AREA DRAINS. EXISTING PARKING LOT. REFER TO CIVIL PLANS. AWARDED BASED ON SPECIFIC SITE CONDITIONS AND SHALL BE DESIGNED TO - - LOCATION. SEE DETAIL 1, 2 AND 3, SHEET L-2.01 FOR THICKNESS, AND THICKENED EDGE CONDITION. O PROVIDE CONTINUOUS 3/4" TO 1-1/2" OPEN GRADED GRAVEL. IMPEDE IN NO WAY AND IMPART AND/OR TRANSFER NO LOADS OR FORGES ONTO ADJACENT CONSTRUCTION IMPROVEMENTS (CONCRETE PAVING, SITE _ I S O SEE CIVIL PLANS FOR FINISH GRADES. PROVIDE CONTINUOUS FILTER FABRIC WRAP, MIR.AFI 140N BY CARLISLE, INC. OR APPROVED EQUAL. SEE SPECIFICATIONS. NOTES: FRONT VIEW SIDE VIEW FURNISHINGS, ETC.). SAMPLE FOOTING DESIGN IS PROVIDED HERE WITHIN FOR BID PURPOSES. © PROVIDE CONTINUOUS MIRADRI 560 WATERPROOF MEMBRANE AND ® CONTRACTOR TO PROVIDE 6' LONG NON -PRODUCTION MOCK UP OF NOTES: 1. MANUFACTURED USING ROUND HSS FRAME AND FABRIC PER PRODUCT SPECIFICATIONS. 2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. O FINAL ENGINEERING DRAWINGS, CALCULATIONS AND DESIGNS SHALL BE / 6 - MIR.ADR.AIN 6200 DRAINAGE COMPOSITE BY CARLISLE, INC. OR APPROVED EQUAL. INSTALL PER MANUFACTURER'S SPECIFICATIONS. PROPOSED WALL FOR REVIEW AND APPROVAL BY THE GNB ENGINEER PRIOR TO CONSTRUCTION. MOCK UP SHALL INCLUDE WALL GAP, COLORED GROUT, ETC. 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS AND DESIGN PROFESSIONALS. PROVIDED BY THE MANUFACTURER AND SUBMITTED BY THE CONTRACTOR FOR REVIEW AND APPROVAL BY THE ENGINEER PRIOR TO CONSTRUCTION, AS A _ _ NOTES: CONTACT: JAMES HEIDT AND ASSOCIATES (,50)245-ci6-T-I. O SUBGRADE PREPARATION AND COMPACTION PER GEOTECH REPORT. 4. FOOTINGS WILL BE DESIGNED AT TIME OF AWARD BASED ON SITE SPECIFIC CONDITIONS. 5. PRODUCT WILL BE ASSEMBLED ON SITE DURING TIME OF ERECTION, NO FIELD WELDING. - ® PROVIDE /q THICK TOOLED CONTROL JOINTS EVENLY SPACED BETWEEN AND O ADJACENT FINISH GRADE/TOE OF SLOPE. SEE CIVIL ENGINEERS SEE SPECIFICATIONS. 6. FRAME FINISH WILL BE IN ACCORDANCE WITH PRODUCT SPECIFICATIONS. SUBMITTAL. CONTRACTOR SHALL PROVIDE SUBMITTAL ALLOWING FOR A MINIMUM ° I CENTERED AT ALL TUBULAR STEEL FENCE AND NETTING SUPPORT POSTS. SEE GRADING PLANS. 7. SITE SPECIFIC MEMBER SIZING TO BE VERIFIED BY MANUFACTURER AND THEIR E.O.R. OF FIVE (5) DAY CITY PLAN CHECK REVIEW PRIOR TO FABRICATION AND FIELD INSTALLATION. - - ° DETAIL 2, SHEET L-2.01. PROVIDE CONTROL AT ALL � O ° CORNERS. SEE DETAIL 2, SHEET L-2.01. ® SUBGRADE PREPARATION AND COMPACTION PER GEOTECH REPORT. O SEE SPECIFICATIONS. ALL CONCRETE TO BE TYPE II/V MINIMUM COMPRESSIVE STRENGTH PER SPEC I F I GATI ONS. MAXIMUM WATER GEMENT RATIO (NIC) TO BE SEQUOIA CANOPY SQ-40-24 O SHADE STRUCTURE BASIS OF DESIGN TO BE ENGINEERED BY EIDE INDUSTRIES, _ - O -JOINTS ALL CONCRETE TO BE TYPE II/V, MINIMUM COMPRESSIVE STRENGTH PER ® (2) #5 CONTINUOUS, TOP $ @ 24" O.G. HORIZONTAL. 0.5. SEE GEOTEGH REPORT (PAVEMENT RECOMMENDATIONS). CONTRACTOR SHALL OBTAIN FINAL APPROVED SGE PLANS PRIOR TENSION STRUCTURES. CONTACT: ANGELA .JUARIEZ (562) 402-5460. 8 SPECIFICATIONS. MAXIMUM WATER GEMENT RATIO (NIC) TO BE 0.5. SEE DO REVISION DATE: 8/30/2019 COPYRIGHT 2019 EIDE INDUSTRIES, INC. O DRAWINGS SHOWN FOR REFERENCE ONLY. NOT FOR CONSTRUCTION. - / O GEOTEGH REPORT. OO #5 X J 24 O.G. EACH FAGS. TO CONSTRUCTION AND VERIFY ALL EQUIPMENT, CONCRETE PAD AND WALL LOCATIONS. CONTRACTOR SHALL NOTIFY CITY AND CONCRETE AND RE I NFORG I NO INFORMATION INDICATED HEREIN, ARE MINIMUMS I I #5 X F- @ 12" O G O LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN SGE PLANS AND PROJECT CONSTRUCTION DOCUMENTS BEFORE OFINAL CONCRETE POUR ABOVE THE BASE PLATES SHALL MATCH FINISH SURFACE PLAN V 1 E W AND ARE BASED ON INFORMATION CONTAINED IN THE PROJECT GEOTECHNICAL REPORT AVAILABLE AT THE TIME OF PREPARATION OF THESE DOCUMENTS. 12 PROVIDE CONTINUOUS DOMED GROUTED GAP. PROCEEDING WITH WORK. ELEVATIONS AS SHOWN ON CIVIL GRADING PLANS. CONTRACTOR SHALL VERIFY FINISH SURFACE ELEVATIONS PRIOR TO INSTALLATION OF STRUCTURE. SCALE: I/4" = 1'-0" 5 SHADE STRUCTURES - DEFERRED SUBM 1 TTAL 2 ROLLED CURB AT PEDE57R I AN / MA I N7ENANCE OPEN I A1C S I SCE TRANSFORMER FAD ANr7) RETA I N I N NALL UNDERGROUND SERV I CE �1DSCAp PLANS PREPARED BY: �PNBACH 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL REVIEWED: CONSTRUCTION DETAILS 7476-2 ALERT ALL e �Q �/� q�[' tisF �� U ¢ 0 n •• GRANT HOWALD PARK REHABILITATION (19P11) 2 2020-0410 ° 100% BID SET SUBMITTAL 3 2020-04-28 100% BID SET / 4Ap0�� �j . ' r A -a 31591 Camino Capistrano 08/31/2021 V � San Juan Capistrano, CA i/31/20 DESIGN 92675 GROUP ENGINEER'S SEAL c � ` 2 1 5 L-2.15 1 CITY PROJECT MANAGER Renewal Date www.RJMdesigngroup.com N� TWO WORKING DAYS 4/24/2020 \�� 9TF Date DESIGNED: CS DRAWN: TM/TP CITY OF NEWPORT BEACH P-5264-S BEFORE YOU DIG O�\ [949] 493-2600 OF CA\- APPROVED PUBLIC WORKS DEPARTMENT NO. DATE DESCRIPTION OF REVISIONS CHECKED: CS DATE: 2019-12-05 SHEET OF 2851 (TYP.) - 5 ELEVATION A—A: TUBULAR STEEL FENCE SCALE: 1/2" = 1'-0" 42" HIGH TUBULAR STEEL FENUNG IRIS AVE 24" DIA. SECTION B—B — GATE OPEN I NO SCALE: 3/4" = 1'-0" 2 � 8 z_ p W 3 ~LU - LU D �03p4 a, d LU < It l� (TYP.) SECTION B—B: TYP. FENCE POST SCALE: 1/2" = 1'-0" SCALE: 3" = 1'-0" Ea. 5PAG I NO BETWEEN POSTS, TYP. PLAN VIEW - TUBULAR STEEL FENCE SCALE: I/2" = I' -O" 20'-0" Ea. BETWEEN POSTS, TYP. 4 Ea. Ea. 5'-0" MAX O.G. SPACING Ea. 5'-0" PEDESTRIAN ACCESS 3 10 4 OPENINO (NO GATE) 4 4 10 11 4 I 25 ------------------- ------ \---------------------------- \-- ------------------------ -- I5'-0" MAX CLEAR IN OPEN POSITION GATE SLIDES TOWARDS FIFTH AVE C-7 IN OPEN P051TION I (TYP.) SEE ENLARGEMENT 'O', THIS DETAIL. - I i I IS I 16 V I A ' I PLAN VIEW ENLARGEMENT - IRIS AVE SLIDING MAINTENANCE LATE SCALE: 1/2" = 1'-0" III _���—���—��� ��I ISI-���—��� - '— III_ �y \J=l � —III— i I I iiiI � I_ ANGLE RAIL SECTION ENLARGEMENT 'D' ENLARGEMENT 'E' SCALE: I—I/2" = P—O"I, SCALE: 1-1/2" = 1'-0" — — — — 2 1,42" H I OH T.S. SLIDING MAINTENANCE OATS UNDERGROUND SERV I GE ALERT TWO WORK I NO DAYS BEFORE YOU D 1 G (BEYOND) ( � "\ ENLAROEMENT 'F' SCALE: 1 1/2" = 1'-0" QR�GSS,f�y9 FOR STRUCTURAL ASPECTS �O �--- ONLY. STRUCTURAL ENGINEER ���c �P���� Fac DOES NOT ASSUME ANY RESPONSIBILITY FOR DIMENSIONS w o. X2827 AND ANY AND ALL ITEMS 4/24/2020 � RELATED TO ARCHITECTURAL, Y Slgned PRECAST ITEMS AND OTHER T s U DISCIPLINES. Or G T F ����� RAT 2 C A DATE JLL LI-ILIN I 'E', THIS DETAIL. 21 i FOI 1 � ENLARGEMENT IV SCALE: 3" = 1'-0" SCAPF q PLANS PREPARED BY: 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL :. 2 2020-04-10 100% BID SET SUBMITTAL U 3 2020-04-28 100% BID SET -� -I 31591 Camino Capistrano DESIGN Signature'J9 08/31/2021 J ^ San Juan Capistrano, CA 92675 GROUP Renewal Date www.RJMdesigngroup.com N� 4/24/2020 �� [949] 493-2690 Date � [949] 493-2600 Rj M OF CA\ - NO. DATE DESCRIPTION OF REVISIONS 2I 25 13 REVIEWED: (ENGINEER'S SEAL) CITY PROJECT MANAGER DESIGNED: DRAWN: CS TM/TP APPROVED CHECKED: DATE: CS 2019-12-05 LEGEND: OI 3" O.D., II OAUOE, TUBULAR STEEL FENCE P0575,5'—O" MAX O.G. SPACING. EMBED P0575 MIN. 12" IN CONCRETE F0071 NO VIA GORE DRILL OR PROVIDE 4" SGH. 40 PVC SLEEVE. SECURE WITH SUPER POR—ROK. BY GMP, INC. CONTACT: (800) 726-7845 OR APPROVED EQUAL TO I/2" BELOW ADJACENT FINISH SURFACE. APPLY 1/2" BEAD OR "OUN GRADE" POLYMER SEALANT BY: PECORA. CONTACT: (500) 523-6570, OR APPROVED EQUAL, TO TOP OF SUPER FOR ROK BACKFILL. COVER SURFACE OF NET SEALANT WITH 51 L I GA SAND. SEALANT COLOR: TO MATCH ADJACENT CONCRETE. SLOPE TO DRAIN AWAY FROM POST. SEE SPEC I F I GAT 1 ON5. O 3/4", 14 GAUGE, TUBULAR STEEL FENCE PICKETS, 4-1/2" MAX O.G. SPACING. O 3" O.D., 14 GAUGE, TUBULAR STEEL FENCE TOP AND BOTTOM RAIL. 40 15" DIA. CONCRETE FOOTING AS SHOWN. O5UB5RADE PREPARATION AND COMPACTION PER OE07ECH REPORT. SEE SPECIFICATIONS. O6 CONCRETE GRADE BEAM. SEE CONSTRUCTION PLANS AND SHEETS L-2.03, L-2.04, AND L-2.05 FOR TYPE AND LOCATIONS. O PEDESTRIAN CONCRETE PAVING. SEE DETAIL 1, SHEET L-2.01. O SYNTHETIC TURF FIELD. SEE CONSTRUCTION PLAN AND SYNTHETIC TURF PLANS. NOTE5 ® ALL HORIZONTAL ALIGNMENTS SHALL PARALLEL FINISH GRADE. POSTS AND PICKETS SHALL BE VERTICAL. CONTRACTOR SHALL PROVIDE SCALED SHOP DRAWINGS BASED ON FIELD MEASUREMENTS FOR ENGINEER REVIEW AND APPROVAL PRIOR TO FABRICATION AND INSTALLATION. © TOP OF FENCE ELEVATION TO REMAIN CONSTANT. GO ALL FENCE MEMBERS TO BE 11 GAUGE UNLESS OTHERWISE NOTED. OD WELD I NO: BEVEL ALL MEMBERS PRIOR TO WELD I NO. ALL WELDS SHALL BE CONTINUOUS AND GROUND SMOOTH. O FABRICATION SHALL BE PER FIELD MEASUREMENTS CONDUCTED BY CONTRACTOR. O ALL STEEL $ F 1 TTI NOS SHALL BE METAL I ZED AND ZING/EPDXY TNEMEG COATED, BLACK, PER SPECS. SUBMIT SAMPLE OF F05T AND RAIL FABRICATION TO SHOW WELDS AND FINISH. SEE SPECIFICATIONS. O ALL CONCRETE TO BE TYPE II/V, MINIMUM COMPRESSIVE STRENGTH PER SPECIFICATIONS. MAX. WATER GEMENT RATIO (NIC) TO BE 0.5. SEE OEOTECH REPORT. O CONCRETE AND RE I NFORC I NO INFORMATION INDICATED HEREIN, ARE MINIMUMS ARE BASED ON INFORMATION CONTAINED IN THE PROJECT GEOTECHNICAL REPORT AVAILABLE AT THE TIME OF PREPARATION OF THESE DOCUMENTS. LEGEND: O3" DIA., 11 GAUGE, TUBULAR STEEL FENCE POSTS W/DOME TOP, 5'-O" MAX O.G. 5PAG I NG. O 3/4" DIA., 14 OAUOE, TUBULAR STEEL FENCE PICKETS, 4-1/2" MAX O.G. SPACING. O 3" O.D., 14 GAUGE, TUBULAR STEEL FENCE TOP AND BOTTOM RAIL. 4 18" DIA. CONCRETE FOOTING AND REINFORCEMENT A5 SHOWN. r✓' SYNTHETIC TURF FIELD. SEE CONSTRUCTION PLAN AND SYNTHETIC TURF PLANS. © 5UBORADE PREPARATION AND COMPACTION PER OEOTECH REPORT. SEE SPECIFICATIONS. O 3" O.D., GAUGE 11, TUBULAR STEEL GATE FRAME. ® 6" DIA., SGH. 40, TUBULAR STEEL GATE END POST WITH GAP. O 3" DIA., II OAUOE, TUBULAR STEEL VERTICAL GATE MEMBERS, 5'-0" MAX. O.G. 5PAG I NO. 10 CONCRETE GRADE BEAM. SEE L-2.03 THROUGH L-2.07 FOR TYPE AND LOCATIONS. I I 1-5/8" TUBULAR STEEL PIPE TRACK ATTACHED TO 3" POSTS WITH IN-LINE HOLD I NO BRACKETS BY MASTER HALLO OR ONE, ENG I NEER APPROVED EQUAL. CONTRACTOR SHALL DETERMINE TYPE OF BRACKET AND SPECIFY IN SHOP DRAWINGS. 12 5" WHEEL WITH UNIVERSAL HOLDING BRACKET ASSEMBLY, MODEL NO. 15422 BY MASTER HALLO OR ENGINEER APPROVED EQUAL. INSTALL PER MANUFACTURER'S SPECIFICATIONS. 13 WELD/ALIGN LOCKING TABS TO GATE FRAME 4 &" END GATE POST. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF LOCKING TABS. INSTALL ON OUTSIDE OF GATE/POST. G 1 TY TO PROVIDE LOCK. SEE ENLARGEMENT 'O', THIS DETAIL. 14 CONCRETE GRADE BEAM UNDER GATE. SEE DETAIL ENLARGEMENT "D" THIS SHEET. 15 ADJACENT PEDESTRIAN CONCRETE PAVING. SEE DETAIL I, SHEET L-2.01. 16 ADJACENT VEHICULAR CONCRETE PAVING. SEE DETAIL I, SHEET L-2.01. 17 2" X 2'X 4" CONTINUOUS ANGLE TRACK, GALVANIZED STEEL. 18 5" DIA. GALVANIZED STEEL GATE WHEEL CARRIER ASSEMBLY. 1/2" O.D. GALVANIZED STEEL ANGLE BAR, WELDED TO ANGLE TRACK AT 24" Iq O.G. (2) #4 REBAR, TOP $ BOTTOM. 21 42" HIGH TUBULAR STEEL FENCE @ FIELD PERIMETER. SEE DETAIL '1', THI5 SHEET. ® GOLD JOINT PER DETAIL 2, SHEET L-2.01. ® (4) #5 VERTICAL WITH #3 TIES ® 10" O.G. ® (3) #3 TIES @ 2" O.G. 24" DIA. CONCRETE FOOTING AND REINFORCEMENT A5 SHOWN PER SECTION B -B THIS DETAIL. NOTES: ® ALL HORIZONTAL ALIGNMENTS SHALL PARALLEL FINISH GRADE. POSTS AND PICKETS SHALL BE VERTICAL. CONTRACTOR SHALL PROVIDE SCALED SHOP DRAW I N05 BASED ON FIELD MEASUREMENTS FOR THE GNB ENOI NEER'S REVIEW AND APPROVAL PRIOR TO FABRICATION AND INSTALLATION. © ALL FENCE MEMBERS TO BE II OAUOE UNLESS OTHERWISE NOTED. O WELDING: BEVEL ALL MEMBERS PRIOR TO WELDING. ALL WELDS SHALL BE CONTINUOUS AND GROUND SMOOTH. OD FABRI GATI ON SHALL BE PER FIELD MEASUREMENTS CONDUCTED BY CONTRACTOR. O ALL STEEL 4 F I TTI NG5 SHALL BE METAL I ZED AND ZING/EPDXY TNEMEG COATED, BLACK, PER SPECS. SUBMIT SAMPLE OF POST AND RAIL FABRICATION TO SHOW WELDS AND FINISH. SEE SPECIFICATIONS. O ALL CONCRETE TO BE TYPE II/V, MINIMUM COMPRESSIVE STRENGTH PER SPECIFICATIONS. MAXIMUM WATER GEMENT RATIO (NIC) TO BE 0.5. SEE OEOTECH REPORT. O CONCRETE AND RE I NFORG I NG INFORMATION INDICATED HEREIN, ARE MINIMUMS ARE BASED ON INFORMATION CONTAINED IN THE PROJECT OEOTECHN I GAL REPORT AVAILABLE AT THE TIME OF PREPARATION OF THESE DOCUMENTS. CONSTRUCTION DETAILS GRANT HOWALD PARK REHABILITATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 7476-2 (19P11) L-2.16 P -5264-S SHEET 29 OF 51 T- ADD 2-#5 J MIN. TYP. u.N.O. CONCRETE OR MASONRY-TYP. TYP, 90° BENT TURNED VERT. CORNER INTERSECTION CORNER BARS -1 TO MATCH HORIZ. REINF. SIZE & SPACING, TYP. T2-#5 • • MIN, TYP, TYP. 90° BENT TURNED VERT, ALTERNATE & END OF WALL CORNER & END DCtJBLE LAYER OF REINFORCEMENT NOTE: 1. L = 40D OR 2'-0" MIN. BASED ON LARGER BAR DIAMETER. 2, FOR WALL REINF. SEE 5ECTION5, TYP. L ALTERNATE L RENO ADD #5 VERT, CONCRETE OR MIN. AT CORNERS MASONRY-TYP. AND INTERSECTIONS TYP, U' 5TIRRUP5 TO MATCH WALL HORIZ. REINF. SIZE & 2-#5 SPACING MIN. Ty P, TYP, 90 REND TURNED VERT. CORNER INTERSECTION & END OPTIONAL CORNER SINGLE LAYER OF REINFORCEMENT TYP. CONCRETE WALL REINF. SCHEDULE (UNLESS NOTEb OTHERWISE ON PLAN) WALL THK. HORIZ, VERT. 6" #4 AT 12" O.C. #4 AT 15" O.C. 8" #5 AT 15" O.C. #5 AT 15" O.C. 10" #5 AT 12" O.C. #5 AT 12" O.C. 12," #5 AT 18" O.C. EA. FACE #5 AT 18" O.C. EA, FACE TYP. CONC. WALL REINF. SHOT' DRAWING SUBMITTAL SCHEDULE: 1'-6" MIN. FOR WATER & SEWER ONLY NO PIPE THRU THIS SECTION @ SPREAD FOOTINGS SLEEVE DIA. = PIPE O.D.+I" {TYPICAL} � � u' � I 2 CONC. ILL X I z 2 Z � + 9" MIN. ol 21-011 ol MIN. NOTE: IF REQUIREMENTS AS SHOWN CAN NOT BE MET, FOOTING SHALL BE STEPPED PER DET. 9. L SEE PLAN NO EXCAVATION BELOW THIS LINE PLACE CONC. FILL AROUND SLEEVES BEFORE POURING FTG. MAKE SAME WIDTH A5 FTG. & FULL WIDTH OF PIPE TRENCH 4'-0" LONG SMOOTH DOWELS AM55 THE JOINT. PREVENT BOND BETWEEN BAR AND GROUT WITH GREASE OR PLASTIC SLEEVE. CAP ALL DOWELS TO ALLOW FOR 1" OF MOVEMENT. LBACK FILL TERMINATE HORIZ. REINFORCING 2" FROM CONTROL JOINTS. NOTE: 1. SPACE JOINTS DISTANCE EQ. WALL HTX2 OR @ 24'-0"+ MAX. EXTEND FROM TOP FOOTING TO TOP OF WALL. SEE ARCH. EXTERIOR ELEV. (NO CONTROL JOINT WITHIN 2'-0" MIN. OF OPENINGS & PIERS.) 2, PROVIDE WATER PROOFING WHERE REQUIRED. 2-#5 VERT. BARS @ EA. SIDE IN GROUTED CELL. DURO WALL RAPID CONTROL JOINT AS SHOWN ON ARCH. DW'GS. 5ILICONE SEAL BOTH 5IDES AFTER REQ'D. CONSTRUCTION TO MATCH MORTAL JOINT SEE ARCH. DW'GS, ELEVATION PIPE & TRENCH LOCATION S MASONRY CONTROL JOINT 4 DWL' S TO MATCH WALL VERT. REINF. SIZE & SPACING Lu SPLICE H 4 FOOTING DEPTH "D" TYP. MUST BE MAINTAINED H = 1'-6" MAX. L = 2H MIN- D = DEPTH OF FOOTING SEE PLANS & DETAILS NOTE: SEE FOUNDATION PLAN & WALL SECTIONS FOR REINF. AND FTG. 52ZE5 11=11� lh - IIS r LI2 TYP. 12" MIN. 10 STEPPED FOOTING This itemization applies only to the structural drawings. The following shop drawings shall be submitted to the Structural Engineer for review. Drawings will only be accepted after they have been checked by the Contractor for conformance with the plans and noted as such. 5eals, stamps, or marks placed upon shop drawings by the Structural Engineer does not constitute approval of the work shown but only general conformance with the design intent. Shop drawings will not be reviewed for quantities or dimensions. Ten working days shall be allowed for the Structural Engineer to review submittals. 1. Concrete mix design. 2. Reinforcing shop drawings 2. Structural steel shop drawings. IMAGINARY POINT OF 14'-0" REFERENCE (1'-0" ABOVE) TRENCH TRE BOTTOM OF EXCAVATION GRADE FOOTING MAINTAIN SOIL AT SIDE OF FOOTING 2 BOTTOM OF TRENCH OR EXCAVATION SHALL NOT EXTEND BELOW THIS LINE 1. 1 TRENCHING FOUNDATION SLOPING GRADE 7E� d POINT OF DAYLIGHTILJ IMAGINARY POINT OF REFERENCE (1'-0" A80VE 3" CLR. BOTTOM OF EXCAVATION) TYP. FOOTING a -------------------- SETBACK TO SLOPE iv T-0" MIN. NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE SIDE OF ALL TRENCHES AND EXCAVATIONS FROM CAVING IN UNTIL ALL BACKFILLING IS COMPLETE. BACKFILL AS REQ' D BY SOILS REPORT OR CIVIL ENGINEER'S DRAWINGS. CAUTION: THIS DETAIL GIVES NO INDICATION OF SAFE CONSTRUCTION TECHNIQUES W/ RESPECT �I TO TRENCH OR EXCAVATION STABILITY. TRENCH AND SETBACK MIN. TYP. WALL REINF. SCHEDULE (UNLESS NOTED OTHERWISE ON PLAN) WALL THK. HORIZ. VERT. 6" #4 AT 32" O.C. #4 AT 32" O.C. 8" #5 AT 32" O.C, #5 AT 32" O,C. 12" #5 AT 24" O,C. #5 AT 24" O.C• MIN. LAP SPLICE LENGTH SCHEDULE F BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11 SPLICE LENGTH (IN.) 18 24 30 36 42 25mm 29mm 32mm f = 3250 PSI #8, #9, #10 AND #11 RE8ARS SHALL BE SPLICED BY WELDING OR COUPLERS ONLY U.N.O. NOTES 1. SEPARATE CORNER BARS MAY BE USED IF CONDITIONS REQUIRE. 2. PROVIDE OPEN-END UNITS TO BE GROUTED. 3. OPEN-END UNITS TO 8E GROUTED SHALL NOT BE PLACED WITH FACE SHELLS BACK TO BACK, SETBACK TO SLOPE a a N CORNER CORNER 40 DIA, 2'-0" MIN. Standard Hook Dimensions, % ext" Bar Size Minimum Pin MinimumMinimum i- US Metric Diameter Hook Length Hook Length #3 10mm 2-114" 4-112" 2-112" #4 13mm 3" 6" 2-112" #5 16mm 3-314" 7-112" 2-112" #6 19mm 4-112" 9" 3" #7 22mm 5-114" 10-112" 3-112" 90' Hook #8 25mm 6" 12" 4" t Length t #9 29mm 9" 13-112" 4-112" ................................ #10 32mm 10" 15" 5" Pin Dia 180° Hook Critical Length Section .......... Pin Typical Bends Dia Standard 180' Hook Standard 90' Hook Tie and St! rup Hook Dimensions, "L ext" Bar Size Minimum Pin Minimum 4 Minimum 135 90° Hook US Metric Diameter Hook Length Hook Length t Length t #3 10mm 1-112" 3" 311 �r�,,s .......................... #4 13mm 2" 3" 3" �e� °v� Pin #5 16mm 2-112" 3-314" 3-314" s'�� Dia j....Pin ...... �s Dia PinPin -- Critical tibia Dia Section Tie and Stirrup Bends Tie and Stirrup 135' Hook Tie and Stirrup 90° hook Develonment Lenoths. "Ldh" Notes: I. Standard hooks shown in the schedule above are in accordance with ACI 318-14 for bars embedded in normal weight concrete 2. This schedule shall be used where development and splice lengths are not specifically detailed and dimensioned on the drawings or in other details. 3, fy=60 ksi except #3 bars and #4 bars fy = 40 ksi or 60 ksi as noted on plans. Bar Bends and Hooks ID,EEND-01 I 1 F gar Size #3 #4 #5 #6 #7 #8 #9 #10 Material Dimension "Ldh" 10mm 13mm 16mm 19mm 22mm 25mm 29mm 32mm f = 3250 PSI Full Cover 6" 6" 9-1/21111-1/2"13-1/2"115-1/2" � IMAGINARY POINT OF Notes: 17-112" 19" BOTTOM OF EXCAVATION) Reducer! Cover 6" 7-112" 14" 116-1/2" 19" 1 22" 24-112" 27-112" Notes: I. Standard hooks shown in the schedule above are in accordance with ACI 318-14 for bars embedded in normal weight concrete 2. This schedule shall be used where development and splice lengths are not specifically detailed and dimensioned on the drawings or in other details. 3, fy=60 ksi except #3 bars and #4 bars fy = 40 ksi or 60 ksi as noted on plans. Bar Bends and Hooks ID,EEND-01 I 1 WALL F Ld Other Bar 12" 15" 27" 33" 48" 55" 62" 68" 75" Ls Lt op Splice � IMAGINARY POINT OF Notes: Clear Cover Clear Spacing BOTTOM OF EXCAVATION) 1. Concrete splice lengths shown in the schedule above are in accordance with ACI 318-14 for ....................................................................... F_ bars embedded in normal weight concrete 2. This schedule shalt be used where development and splice lengths are not specifically 00 ! detailed and dimensioned on the drawings or in other details. 3. This schedule is applicable to the following two conditions: Face of concrete • In columns or beams with ties or stirrups for the fuii length of the splice where: clear POINT OF DAYLIGHT spacing, between bars is at least the bar diameter, db, and clear cover is at least the bar diameter; db - Lap Splice, Ls - least twice the bar diameter, 2db, and clear cover is at least the bar diameter, db. Lap splice concrete cast in the member below the splice length. "other" reinforcement includes all vertical bars and any other horizontal bars. 5. Where bars of different sizes are used, splice length shall be the longer of the development length of the larger bar, or the splice length of smaller bar. * w 7. fy=60 ksi except #3 bars and #4 bars fy = 40 ksi or 60 ksi as noted on plan. 8. Nan -contact lap splice may be used provide the clear space is the lesser of 115 LS or 6". 0 u ReinforcernentLe Development Length and Splice ID, BBD -03 "Ld" Critical section to z o) evelopment v Length • • Face of concrete a ;3 cS Clear Cover and Spacing Lap Splices and Development Len the Development Length, Ld 5 Bar Size #3 #4 #5 #6 #7 #8 #9 #10 #11 #14 Material Dimension ZOmm 13mm 16mm 19mm 22mm 25mm 29mm 32mm 36mm 43mm f'c = 3250 PSI Top Bar 19" 2T' 46" =7'93" 93" 104" 116" 127" 1.62" ,"Ls„ Other Bar 14" 19" 36" 43" 62" 71" 80" 89" 98" 125" LP „ Top Bar 14" 19" 36" 43" 62" 71" 80" 89" 98" 125" WALL Ld Other Bar 12" 15" 27" 33" 48" 55" 62" 68" 75" 96" IMAGINARY POINT OF Notes: REFERENCE (1'-0" ABOVE BOTTOM OF EXCAVATION) 1. Concrete splice lengths shown in the schedule above are in accordance with ACI 318-14 for F_ bars embedded in normal weight concrete 2. This schedule shalt be used where development and splice lengths are not specifically SLOPING GRADE detailed and dimensioned on the drawings or in other details. 3. This schedule is applicable to the following two conditions: • In columns or beams with ties or stirrups for the fuii length of the splice where: clear POINT OF DAYLIGHT spacing, between bars is at least the bar diameter, db, and clear cover is at least the bar diameter; db - or • In slabs, walls or other elements without ties, or stirrups where: clear spacing is at least twice the bar diameter, 2db, and clear cover is at least the bar diameter, db. 4. "Top" reinforcement is defined as horizontal reinforcement with more than 12" of fresh concrete cast in the member below the splice length. "other" reinforcement includes all vertical bars and any other horizontal bars. 5. Where bars of different sizes are used, splice length shall be the longer of the development length of the larger bar, or the splice length of smaller bar. * 6. Lap splices are assumed class B. 7. fy=60 ksi except #3 bars and #4 bars fy = 40 ksi or 60 ksi as noted on plan. 8. Nan -contact lap splice may be used provide the clear space is the lesser of 115 LS or 6". 0 ReinforcernentLe Development Length and Splice ID, BBD -03 ALTERNATE #3 HAIRPINS BEND AT EA. PORIZ. BAR # 5 VERT. MIN, 24" AT CORNERS AND MIN. INTERSECTIONS 2-#5 MIN. TYP. 0 PROVIDE 90° BREAK SHELL FOR STANDARD HOOK AT END OF REINF FLOW of GROUT INTERSECTION END 8" CMU #3 HAIRPINS 4040 DIA, ALTERNATE ATEA. HORTZ. 2'-0" MIM. BEND BAR 24" MIN, 2-#5 MIN.—/ PROVIDE 90° — BREAK SHELL FOR STANDARD HOOK FLOW AT END OF REINF. OF GROUT INTERSECTION END 12" CMU TYP. MASONRY WALL REINF. r Standard 90° hook Lap Splice Ls • --------- ir----- ------- ----- I Reinforcement per plan i Single Bar Configuration (Plan View) Extend bars to Lap Splice far side of footing -7 Ls r-------- 1i----------- --- I Reinforcement per plan Multiple Bar Configuration (Plan View) E II I 7 I Foundation Bar Salice Standard 90° hook Extend bars to for side of footing Standard 90° hook Extend bars to far side of footing Note: 1. For bar bends and hooks see detail 1 2. For lap spice SDI see detail 2 SDz sca KTs. ^ t BOR�M1 04-11-17 ID, M%D-16 vi UNDERGROUND 5ERV1GE �" FOR STRUCTURAL ASPECTS NDSCAp 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL REVIEWED: Q�<�FEN P F q PLANS PREPARED BY: CONSTRUCTION DETAILS 7476-2 ALERT �O �- q� ONLY. STRUCTURAL ENGINEER �O �SENBACH/C� a (19P 11 ) ��� �, �YO� FSG DOES NOT ASSUME ANY �`° 5e� �sF �� �` 2 2020-0410 100"BID SET SUBMITTAL GRANT HOWALD PARK REHABILITATION GALL. �� RESPONSIBILITY FOR DIMENSIONS -Z N n ,, 3 2020-04-28 100% BID SET No. S2827 ,T AND ANY AND ALL ITEMS -I natur '� 31591 Camino Capistrano DESIGN (ENGINEER'S SEAL) S D 1 4 28 2020 RELATED TO ARCHITECTURAL, s San Juan Capistrano, CA 92675 CITY PROJECT MANAGER �d— Renewal GROUP .�. 9^ .�. PRECAST ITEMS AND OTHER N Renewal Date www.RJMdesigngroup.com s ST p� Q DISCIPLINES. � a/za/zozo ��� [949]493-2690 fax DESIGNED: CS DRAWN: TM/TP CITY OF NEWPORT BEACH P -5264-S TWO WORKING D?�YS �qT RUC T U� ��� a y�� Date O� [949] 493-2600 phone BEFORE YOU DIG F OF SAI-��� -��� OF CAL�� NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: PUBLIC WORKS DEPARTMENT 30 51 DATE CS 2019-12-05 SHEET OF �I l/\ L.O.W. DRAINAGE NOTES 1. THE EXISTING GRADES AND STRUCTURE INFORMATION ARE BASED ON INFORMATION PROVIDED BY CIVTEC. THE CONTRACTOR SHALL VERIFY EXISTING GRADES AND STRUCTURE INFORMATION FOR ACCURACY PRIOR TO THE START OF GRADING, NOTIFY THE OWNERS REPRESENTATIVE IMMEDIATELY SHOULD CONFLICTS ARISE AND REDIRECT WORK TO AVOID DELAY. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING THE WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THE CONTRACT DOCUMENTS SHALL BE DEEMED TO BE APPROXIMATE ONLY. ALL DISCREPANCIES BETWEEN WHAT IS SHOWN AND THE ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE ENGINEER. CONTRACTOR SHALL RECORD ALL UTILITY MARKINGS ON A SEPARATE SET OF DRAWINGS. THIS SET OF EXISTING UTILITY DRAWINGS SHALL BE KEPT ON-SITE FOR REFERENCE FOR THE DURATION OF CONTRACT. 3. PROPOSED GRADES SHALL MEET EXISTING GRADES WITH A SMOOTH AND CONTINUOUS TRANSITION SO AS TO AVOID TRAPPING WATER. CONTRACTOR SHALL NOTIFY OWNERS REPRESENTATIVE IF PUDDLING IS SUSPECTED AND REDIRECT WORK SO AS TO AVOID DELAY WHILE AWAITING RESPONSE. 4. COORDINATE ALL SLEEVING AND UTILITY LOCATIONS AS SHOWN ON THE PLANS AND DETAILS CONTAINED WITHIN THESE CONTRACT DOCUMENTS. 5. PRIOR TO BEGINNING WORK, ALL CROSSINGS BETWEEN NEW AND EXISTING DRAINAGE AND UTILITY (INCLUDING ELECTRICAL, DATA, AND COMMUNICATION) LINE SHALL BE POTHOLED AND VERIFIED THAT NO CONFLICT WILL OCCUR. IF A CONFLICT ARISES, CONTRACTOR SHALL IMMEDIATELY INFORM THE OWNERS REPRESENTATIVE AND REDIRECT WORK IN ORDER TO AVOID DELAY. 6. CONTRACTOR SHALL TAKE CARE NOT TO DISCHARGE ANY POLLUTANTS (CHEMICALS, SEDIMITATION, CONCRETE, ET, INTO THE EXISTING SYSTEM). ANY SUCH DISCHARGE SHALL BE IMMEDIATELY CLEANED AND ADDRESSED IN ACCORDANCE WITH THE APPROVED PROJECT SWPPP. 7. INSPECTIONS SHALL BE IN ACCORDANCE WITH THE APPROVED PERMITS. 9. EXISTING DRAINAGE SYSTEM IS TO REMAIN ACTIVE AND BE PROTECTED THROUGHOUT CONSTRUCTION SYMBOL DRAINAGE LEGEND DETAIL EXISTING STORM DRAIN LINE EXISTING ELECTRICAL LINE SYNTHETIC TURF STONE BASE DEEPENED SYNTHETIC TURF STONE BASE 1"X12" FLAT DRAIN PERFORATED HDPE STORM DRAIN SYNTHETIC HEADER ATTACHMENT NYOPLAST BASIN DIRECTION OF DRAINAGE FLOW FINISH GRADE OF SYNTHETIC TURF INFILL FSI XXX.XX V 1 1.2 6 1.2 3 1.2 4/5 1.2 2 1.2 5 1.2 7 1.2 1 N O J W W Cn W W Cn W z U �a F FGI ELEVATION PILE HEIGHT'P' 4" MIN. MOISTURE CONDITIONED SUBGRADE PER GEOTECHNICAL REPORT COMPACT TO A MINIMUM OF 92% MODIFIED PROCTOR DENSITY STONE BASE SECTION NTS PROVIDE FRAME AND GRATE SET TOP OF GRATE TO TOP OF FINISH STONE (TYP) FIELDTURF SYSTEM ... . ............ 4" THICK CONCRETE COLLAR (TYP) PERIMETER/'74 \ FIELDTURF SYSTEM 4" MINIMUM CRUSHED ANGULAR MODIFIED PERMEABLE STONE BASE, REFER TO SPECIFICATIONS SUBGRADE LINER: TRENCH LINER: 16 MIL WOVEN COATED POLYETHLENE LINER NAILER DEPTH: PILE HEIGHT? DEPTH'D' FROM FGI ELEVATION 2-1/2" 1-3/4" FGI ELEVATION 2"X4" - COMPOSITE NAILER 3-3/4"TAPCON CONCRETE - ANCHOR 18" O.0 OR WEDGE ANCHORS 30" ON CENTER J PILE HEIGHT'P' ITEI 1 STONE BASE SECTION WRAP LINER BEHIND NAILER HEADER CONNECTION NTS BOTTOM FLANGE OF CASTING MUST BE SUPPORTED BY CONCRETE COLLAR (TYP) PERFORATED SUBDRAIN PROVIDE 12" DEEP MAINTENANCE SUMP NYOPLAST BASIN GRADE BEAM PER CONSTRUCTION PLAN SHEET AND DETAILS I I MATERIAL PROVIDE 5' OF SOLID %A�%AA%AA%AA%Ai DESCRIPTIONAASHTO HDPE PIPING AT EACH COMPACTION / DENSITY REQUIREMENT SC31 OEPE06B / SC310EPE06BPC STRUCTURE - ALL NOTES: "THE d OUTLETS (TYP) a BACKFILL MATERIAL a SEE NOTES(TYP) D NYOPLAST BASIN FIELDTURF SYSTEM 4" MINIMUM CRUSHED ANGULAR MODIFIED PERMEABLE STONE BASE, REFER TO SPECIFICATIONS SUBGRADE LINER: TRENCH LINER: 16 MIL WOVEN COATED POLYETHLENE LINER NAILER DEPTH: PILE HEIGHT? DEPTH'D' FROM FGI ELEVATION 2-1/2" 1-3/4" FGI ELEVATION 2"X4" - COMPOSITE NAILER 3-3/4"TAPCON CONCRETE - ANCHOR 18" O.0 OR WEDGE ANCHORS 30" ON CENTER J PILE HEIGHT'P' ITEI 1 STONE BASE SECTION WRAP LINER BEHIND NAILER HEADER CONNECTION NTS BOTTOM FLANGE OF CASTING MUST BE SUPPORTED BY CONCRETE COLLAR (TYP) PERFORATED SUBDRAIN PROVIDE 12" DEEP MAINTENANCE SUMP NYOPLAST BASIN GRADE BEAM PER CONSTRUCTION PLAN SHEET AND DETAILS NAILER DEPTH: PILE HEIGHT'P DEPTH'D' FROM FGI ELEVATION 2-1/2" 1-3/4" GRADE BEAM PER CONSTRUCTION PLAN SHEET AND DETAILS 4" THICK CONTINUOUS CONCRETE - SOLID METAL ACCESS GRATE BASIN SIZING: 4"0 - 12"0 PIPE 12"0 BASIN 15"0 - 18"0 PIPE 18"0 BASIN 24"0 PIPE 30"0 BASIN 30"0 PIPE 36"0 BASIN I I MATERIAL 24" NYOPLAST DRAIN BASIN C� %A�%AA%AA%AA%Ai DESCRIPTIONAASHTO �j COMPACTION / DENSITY REQUIREMENT SC31 OEPE06B / SC310EPE06BPC j�\\/\\\/\\/\\ NOTES: "THE d m ° 4 a a a // D TOP OF THE'C' LAYER TO THE BOTTOM OF FLEXIBLE %\ % //j�\\j%j� a INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND 11 ° a Q PREPARATION REQUIREMENTS. PAVEMENT SUBBASE MAY BE PART OF THE'D' LAYER. d- �a a OVERLAP NEXT CHAMBER HERE a Q a (OVER SMALL CORRUGATION) a ° a ° a a _\\/\\/\\ 4 \\ \� LOCAL STANDARDS & SITE 6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR C NAILER DEPTH: PILE HEIGHT'P DEPTH'D' FROM FGI ELEVATION 2-1/2" 1-3/4" GRADE BEAM PER CONSTRUCTION PLAN SHEET AND DETAILS 4" THICK CONTINUOUS CONCRETE - SOLID METAL ACCESS GRATE BASIN SIZING: 4"0 - 12"0 PIPE 12"0 BASIN 15"0 - 18"0 PIPE 18"0 BASIN 24"0 PIPE 30"0 BASIN 30"0 PIPE 36"0 BASIN ENDLINE NYOPLAST BASIN CRUSHED STONE BACKFILL SEE NOTE BELOW (TYP) 4" FIELDTURF SYSTEM DISTANCE BETWEEN DRAINS REFER TO PLANS 1 STONE BASE - SECTION FLAT DRAIN DETAIL 1.5"X12" FLAT DRAINS TO BE LAID ON MEMBRANE TRENCHEDINTO SUBGRADE I- - SUBGRADE LINER: 16 MIL WOVEN COATED POLYETHLENE LINER FLAT DRAIN TO BE INSTALLED FLUSH OR BELOW SUBGRADE 1 \STONE BASE \ - /SECTION FIELDTURF SYSTEM 3 FLAT DRAIN SLOPE SUBGRADE FROM - CROWN TO TRENCH LINE ASTM ANGULAR AASHTO #57 PIPE BEDDING PERFORATED HDPE PIPE, REFER TO DRAINAGE PLAN LINER AS SPECIFIED - STANDARD SUBDRAIN SECTION NTS NTS 1 \STONE BASE SECTION FIELDTURF SYSTEM 3 FLAT DRAIN SLOPE PER PLAN SLOPE PER PLAN "=11 ASTM ANGULAR AASHTO #57 PIPE BEDDING COVER ENTIRE ISOLATOR ROW WITH ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE 8' (2.4m) MIN WIDE 16 MIL WOVEN COATED POLYETHLENE LINER TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 5'(1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS DEEPENED STONE BASE SECTION NTS NTS ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILEON TOP OF STORM TECH ONLY MIRAFI 60OX PER GEOTECH REPORT i PERIMETER STONE (SEE NOTE 5) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) 6" (150 mm) 18" MIN (450 mm) MIN' ) 16" (405 mm) -n -. �t SC -310 ==1 n=III=III=III=III - 1 111=11 DEPTH OF STONE TO BE DETERMINED -I 1 -III- - END CAP BY SITE DESIGN ENGINEER 6" 12" (300 mm) 12" 34" (865 mm) 12" TYP SUBGRADE SOILS (SEE NOTE 4) ACCEPTABLE FILL MATERIALS: STORMTECH SC -310 CHAMBER SYSTEMS MAINTENANCE SCHEDULE /AAA/AA%AA%A MATERIAL 24" NYOPLAST DRAIN BASIN C� %A�%AA%AA%AA%Ai DESCRIPTIONAASHTO �j COMPACTION / DENSITY REQUIREMENT SC31 OEPE06B / SC310EPE06BPC j�\\/\\\/\\/\\ NOTES: "THE \/j \� 11.9" (302 mm) I FINAL FILL: FILL MATERIAL FOR LAYER'D' STARTS FROM THE 8" FIELD SUBDRAIN BACKFILL MATERIAL ALL B E CRUSHED STONE OR OTHER // D TOP OF THE'C' LAYER TO THE BOTTOM OF FLEXIBLE %\ % //j�\\j%j� GRANULAR MATERIAL MEETING THE INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND 11 PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. REQUIREMENTS REQU I REM ENTS OF CLASS 11 MATERIAL AS DEFINED IN ASTM PREPARATION REQUIREMENTS. PAVEMENT SUBBASE MAY BE PART OF THE'D' LAYER. 6" INV OUT TO STREET, INV 30.00 OVERLAP NEXT CHAMBER HERE 12" INV OUT TO STREET, INV 30.00 D2321, OR AS DETERMINED BY BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER (OVER SMALL CORRUGATION) 6" (152 mm) MIN THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN _\\/\\/\\ INITIAL FILL: FILL MATERIAL FOR LAYER'C' STARTS FROM THE \\ \� LOCAL STANDARDS & SITE 6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR C TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 18" (450 mm) GRANULAR WELL -GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR 5'(1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR OF STRUCTURE SHALL BE ASTM D2321 ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT j\\j'��\\/\\/\� ENGINEER. BEDDING & BACKFILL PROCESSED AGGREGATE MATERIALS. ROLLER GROSS SUBBASE MAY BE A PART OF THE 'C' LAYER. VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC NTS FOR SURFACE DRAINAGE INLETS \\j\ EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS SHALL BE PLACED & COMPACTED \/j\ FROM THE FOUNDATION STONE (W LAYER) TO THE 'C' LAYER UNIFORMLY IN ACCORDANCE WITH \//\\// '> NO COMPACTION REQUIRED. ASTM D2321. ABOVE. ENDLINE NYOPLAST BASIN CRUSHED STONE BACKFILL SEE NOTE BELOW (TYP) 4" FIELDTURF SYSTEM DISTANCE BETWEEN DRAINS REFER TO PLANS 1 STONE BASE - SECTION FLAT DRAIN DETAIL 1.5"X12" FLAT DRAINS TO BE LAID ON MEMBRANE TRENCHEDINTO SUBGRADE I- - SUBGRADE LINER: 16 MIL WOVEN COATED POLYETHLENE LINER FLAT DRAIN TO BE INSTALLED FLUSH OR BELOW SUBGRADE 1 \STONE BASE \ - /SECTION FIELDTURF SYSTEM 3 FLAT DRAIN SLOPE SUBGRADE FROM - CROWN TO TRENCH LINE ASTM ANGULAR AASHTO #57 PIPE BEDDING PERFORATED HDPE PIPE, REFER TO DRAINAGE PLAN LINER AS SPECIFIED - STANDARD SUBDRAIN SECTION NTS NTS 1 \STONE BASE SECTION FIELDTURF SYSTEM 3 FLAT DRAIN SLOPE PER PLAN SLOPE PER PLAN "=11 ASTM ANGULAR AASHTO #57 PIPE BEDDING COVER ENTIRE ISOLATOR ROW WITH ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE 8' (2.4m) MIN WIDE 16 MIL WOVEN COATED POLYETHLENE LINER TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 5'(1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS DEEPENED STONE BASE SECTION NTS NTS ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILEON TOP OF STORM TECH ONLY MIRAFI 60OX PER GEOTECH REPORT i PERIMETER STONE (SEE NOTE 5) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) 6" (150 mm) 18" MIN (450 mm) MIN' ) 16" (405 mm) -n -. �t SC -310 ==1 n=III=III=III=III - 1 111=11 DEPTH OF STONE TO BE DETERMINED -I 1 -III- - END CAP BY SITE DESIGN ENGINEER 6" 12" (300 mm) 12" 34" (865 mm) 12" TYP SUBGRADE SOILS (SEE NOTE 4) ACCEPTABLE FILL MATERIALS: STORMTECH SC -310 CHAMBER SYSTEMS MAINTENANCE SCHEDULE PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FORA' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 4. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR -D' AT THE SITE DESIGN ENGINEER'S DISCRETION. NOTES: 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2922 (POLETHYLENE) OR ASTM F2418 -16a (POLYPROPYLENE), "STANDARD SPECIFICATION FOR CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2. SC -310 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2". • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2922 SHALL BE GREATER THAN OR EQUAL TO 400 LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. ADS STORMTEC CHAMBER NTS SC -310 TECHNICAL SPECIFICATION NTS 1/4" MAX OF #89 CHIP STONE FOR PLANARITY. BRING #57 STONE TO THE FINISH SURFACE THEN TOP DRESS FOR PLANARITY AND LOCK UP STONE. (` SLOPE PER �{L PLAN 34" 58" SLOPE 2% III M 6" (150 mm) DEPTH OF STONE SLOPE PER PLAN 4'-0" COVER ENTIRE ISOLATOR ROW WITH ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE 8'(2.4 m) MIN WIDE as �b�O S 90.7" (2304 mm) ACTUAL LENGTH STUB MATERIAL 24" NYOPLAST DRAIN BASIN C� MATERIAL LOCATION DESCRIPTIONAASHTO 9.6" (244 mm) COMPACTION / DENSITY REQUIREMENT SC31 OEPE06B / SC310EPE06BPC a BUILD ROW IN THIS DIRECTION CLASSIFICATIONS CLASSI 8" (200 mm) 11.9" (302 mm) I FINAL FILL: FILL MATERIAL FOR LAYER'D' STARTS FROM THE 8" FIELD SUBDRAIN --- 0.6" (15 mm) PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED D TOP OF THE'C' LAYER TO THE BOTTOM OF FLEXIBLE ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. N/A INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND 11 PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. o PREPARATION REQUIREMENTS. PAVEMENT SUBBASE MAY BE PART OF THE'D' LAYER. 6" INV OUT TO STREET, INV 30.00 OVERLAP NEXT CHAMBER HERE 12" INV OUT TO STREET, INV 30.00 BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER (OVER SMALL CORRUGATION) 6" (152 mm) MIN THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN INITIAL FILL: FILL MATERIAL FOR LAYER'C' STARTS FROM THE , WATERTIGHT JOINT 6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR C TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 18" (450 mm) GRANULAR WELL -GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR 5'(1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR OF STRUCTURE SHALL BE ASTM D2321 ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT PROCESSED AGGREGATE. AASHTO 57 PROCESSED AGGREGATE MATERIALS. ROLLER GROSS SUBBASE MAY BE A PART OF THE 'C' LAYER. VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC NTS FORCE NOT TO EXCEED 20,000 lbs (89 kN). EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS B FROM THE FOUNDATION STONE (W LAYER) TO THE 'C' LAYER CLEAN, CRUSHED, ANGULAR STONE AASHTO 57 NO COMPACTION REQUIRED. ABOVE. A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE CLEAN, CRUSHED, ANGULAR STONE AASHTO 57 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. .2,3 PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FORA' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 4. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR -D' AT THE SITE DESIGN ENGINEER'S DISCRETION. NOTES: 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2922 (POLETHYLENE) OR ASTM F2418 -16a (POLYPROPYLENE), "STANDARD SPECIFICATION FOR CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2. SC -310 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: • TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2". • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2922 SHALL BE GREATER THAN OR EQUAL TO 400 LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. ADS STORMTEC CHAMBER NTS SC -310 TECHNICAL SPECIFICATION NTS 1/4" MAX OF #89 CHIP STONE FOR PLANARITY. BRING #57 STONE TO THE FINISH SURFACE THEN TOP DRESS FOR PLANARITY AND LOCK UP STONE. (` SLOPE PER �{L PLAN 34" 58" SLOPE 2% III M 6" (150 mm) DEPTH OF STONE SLOPE PER PLAN 4'-0" COVER ENTIRE ISOLATOR ROW WITH ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE 8'(2.4 m) MIN WIDE as �b�O S 90.7" (2304 mm) ACTUAL LENGTH STUB 85.4" (2169 mm) INSTALLED LENGTH 24" NYOPLAST DRAIN BASIN C� SC310EPE06T / SC310EPE06TPC 6" (150 mm) 9.6" (244 mm) MIRAFI 60OX ON BOTTOM AND SC31 OEPE06B / SC310EPE06BPC a BUILD ROW IN THIS DIRECTION SIDES OF STORM TECH _ 8" (200 mm) 11.9" (302 mm) I 3.5" (89 mm) --- 8" FIELD SUBDRAIN --- 0.6" (15 mm) SC310EPE10T / SC310EPE10TPC 10" (250 mm) CONNECTION IN, INV 31.60 1.4" (36 mm) --- SC310EPE10B / SC310EPE10BPC --- 0.7" (18 mm) 11 12" (300 mm) 13.5" (343 mm) o START END 6" INV OUT TO STREET, INV 30.00 OVERLAP NEXT CHAMBER HERE 12" INV OUT TO STREET, INV 30.00 (OVER SMALL CORRUGATION) 6" (152 mm) MIN 12" FOR CORRUGATED HDPE TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN , WATERTIGHT JOINT GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS BACKFILL MATERIAL BELOW AND TO SIDES (CORRUGATED HDPE SHOWN) 5'(1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS 1 I 15.6" 16.0" 24" NYOPLAST BASIN (396 mm) (406 mm) 9.9" 34.0" (251 mm) (864 mm) NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 34.0" X 16.0" X 85.4" (864 mm X 406 mm X 2169 mm) CHAMBER STORAGE 14.7 CUBIC FEET (0.42 m') MINIMUM INSTALLED STORAGE` 31.0 CUBIC FEET (0.88 m') WEIGHT 35.0 lbs. (16.8 kg) A A 'ASSUMES 6" (152 mm) ABOVE, BELOW, AND BETWEEN CHAMBERS 1 � STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" B C STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" PART # STUB A B C SC310EPE06T / SC310EPE06TPC 6" (150 mm) 9.6" (244 mm) 5.8" (147 mm) SC31 OEPE06B / SC310EPE06BPC --- 0.5" (13 mm) SC310EPE08T / SC310EPE08TPC 8" (200 mm) 11.9" (302 mm) I 3.5" (89 mm) --- SC310EPE08B / SC31OEPE08BPC --- 0.6" (15 mm) SC310EPE10T / SC310EPE10TPC 10" (250 mm) 12.7" (323 mm) 1.4" (36 mm) --- SC310EPE10B / SC310EPE10BPC --- 0.7" (18 mm) SC310EPE12B 12" (300 mm) 13.5" (343 mm) --- 0.9" (23 mm) ALL STUBS, EXCEPT FOR THE SC740EPE24B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694. " FOR THE SC740EPE24B THE 24" (600 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75" (44 mm). BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL. NOTE: ALL DIMENSIONS ARE NOMINAL INTEGRATED DUCTILE IRON FRAME & SOLID LID TO MATCH BASIN O.D. INVERT AC PLANSi 0D+36" 6' _ i -III-III II-I_II I 'I III -III III= W 1=1 -III -I II ;II'-Ijl_I�I_ w SLOPE SUBGRADE TO _o TRENCH LINE FINE GRADE AND PROOF ROLL SUBGRADE GRADE BEAM PER CONSTRUCTION PLAN SHEET AND DETAILS HEADER CONNECTION GRADE BEAM PER CONSTRUCTION PLAN SHEET AND DETAILS I- ADJACENT CONDITION VARIES, REFER TO CIVIL PLANS 11 I I=1 11= - 1111 I � 1=1 11=1 � 1=1 II 1=1 1=1 11=1 I I -I I I -I I I -I 11 -1 1-1 1-1 1-1 1- �_ -1 11-1 11-1 11-1 11-1 11-1 11-1 I I= HEADER CONNECTION 2 N ASTM ANGULAR AASHTO #57 PIPE BEDDING 16 MIL WOVEN COATED POLYETHLENE LINER CONTRACTOR TO POTHOLE AND VERIFY STONE SECTION IS ABOVE EXISTING ELECTRICAL LINE. 16 MIL WOVEN CO. SC -310 ISOLATOR ROW DETAIL 7 mm) flDTH AASHTO H-20 CONCRETE SLAB 6" (203 mm) MIN THICKNESS STORM TECH NYOPLAST WEIR NTS R, V-0" BELOW FG. WEIR STRUCTURE 1.50 T. ELEV 31.50 ADAPTER ANGLES VARIABLE 0°- 360° ACCORDING TO PLANS SUMP DEPTH ACCORDING TO PLANS 6" SUMP SIZE OUTLET ADAPTERS PER PLAN: 6" (152 mm) MIN 12" FOR CORRUGATED HDPE , WATERTIGHT JOINT BACKFILL MATERIAL BELOW AND TO SIDES (CORRUGATED HDPE SHOWN) A OF STRUCTURE SHALL BE ASTM D2321 CLASS I OR II CRUSHED STONE OR GRAVEL NYLOPLAST DRAIN BASIN AND BE PLACED UNIFORMLY IN 12" (305 mm) LIFTS AND COMPACTED TO MIN OF 90% NTS STORM TECH NYOPLAST WEIR NTS R, V-0" BELOW FG. WEIR STRUCTURE 1.50 T. ELEV 31.50 O RAIN BIRD BVAL50-I5 - MANUAL FLUSH VALVE AT END/MIDDLE OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH VALVE INSIDE A 5EPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL MIN. ONE FLUSH VALVE PER 1000' OF TUBING IN EACH DIRECTION ON DRIPLINE FLUSH MANIFOLD. INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT PER DETAILS. *SEE SHEET L3.02 FOR COMPLETE IRRIGATION EQUIPMENT LEGEND ®v IQQIGATION PQESSUQE CALCULATION HIGHEST FLOW AT NIGI-IEST ELEVATION REMOVE EXISTING (2) PULL BOXES IN i A /t-\ IT A I I I.I I>•'J t"/` / I I A I I E 80PS1 STATIC WATER PRESSURE REQUIRED. MAXIMUM FLOW IOOOPM. AVO. FLOW 505PM DURING IRRIGATION. STATION =A2 E A9 STATIC PRESSURE: 8OPS1 FARTHEST SYSTEM/ MAX. GPM DEMAND: 50 GPM (2 VALVES) NIGNEST FLOW SYSTEM L.F. SIZE TYPE DESCRIPTION GPM UNIT PSI LOSS 2" EXIST WATER METER 50.0 1.9 2" BRASS BACKFLOW/STRAINER 50.0 14.0 1.5" BRASS MASTER VALVE 50.0 3.8 SCE NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR 1.5" BRASS FLOW SENSOR 50.0 2.0 1.5" PVC CONTROL VALVE 33.0 3.5 OBTAINING THE LATEST APPROVED SCE IMPROVEMENT Glasir Design 330, 3" CL.315 MAIN LINE 50.0 2.7 PLANS FOR FIFTH AVE AND SHALL REVIEW PLANS TO �� Irrigation Consulting FAMILIARIZE THEMSELVES WITH UTILITY LINE, PROPOSED CID# 6004-glasirdesign. com VAR. SCN.4O LATERAL LINE 4.0 AND EXISTING UTILITIES, AND ALL RELATED IMPROVEMENTS. MISC. FITTINGS ALLOWANCE 2.0 COMPONENT LOSSES: 33.9 PSI UNDEROROUND SERV I GE pNOSCAP q PLANS PREPARED BY: 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL MIN. REQ'D BY HEAD: 40 PSI o ?ALERT Z��OS� �NgACH/cF�s�Q�y/ �- 2 2020-04-10 100% BID SET SUBMITTAL ELEVATION LOSS:070 O' O PSI / � A L L e _� ¢ oN rn 14 3 2020-04-28 100% BID SET 31591 Camino Capistrano TOTAL PRESSURE REQ'D AT METER 73.9 PSI 4Ap0� Signature DESIGN (ENGINEER'S SEAL) r)708/31/2021 V San Juan Capistrano, CA 92675 GROUP Renewal Date www.RJMdesigngroup.com RESIDUAL PRESSURE 6.1 PSI N� 4/27/2020 -17 [949] 493-2690 fax I? I M Tlwl/Iwl/�2nL"IKI1 _ Y'1 A �/G O. Date W. IRRIGATION NOTES: EXISTING IRRIGATION NOTES: RR SAT ON EOUFvIENT LEGEND NOTE A: NOTE I: MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT DAMAGED DURING SYMBOL MANUFACTURER MODEL NO. /DESCRIPTION GPM PSI RADIUS PREGIP. DETAIL CLARITY ONLY, ACTUAL MAINLINE AND RELATED EQUIPMENT CONSTRUCTION AND IF DAMAGED, SHALL REPLACE WITH SAME MANUFACTURER AND MODEL. LOCATION TO BE WITHIN PLANTERS AND A MINIMUM OF 18" OFF ® RAIN BIRD RD -06-5-1=30-F/50-5/1=05025 6" POP-UP BUBBLER HEAD WITH 50-5 STREAM NOZZLE .4 (0.8 OR 1.6) 30 N/A 3.0 IN./HR. A,B ADJACENT HARDSGAPE AND OTHER OBSTACLES TYP. NOTE 2: WITH A P05-040 SCREEN EACH SYMBOL REPRESENTS MULTIPLE HEADS ON OPPOSITE ANY EX15TINO IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLER SHALL BE SIDES OF THE TREE TYPICAL. USE TWO (2) HEADS ON 36" BOX TREES AND SMALLER. NOTE B: RECONNECTED TO EXIS71NO CONTROLLER. ANY NEW IRRIGATION CONTROL VALVES SHALL BE CONNECTED USE FOUR (4) HEADS ON 48 BOX TREES AND LARGER. BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR TO EX I S71 NO CONTROLLER. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S TORO 5702-6P-PRX-COM 6" POP-UP TURF HEAD WITH 50/FH "O" NOZZLES .7-.13 30 5 FT. 1.0 IN./HR. A CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK AND UPON COMPLETION OF WORK. e O e ® TORO 570Z-6P-PRX-COM 6" POP-UP TURF HEAD WITH 50/87/SH/8F "0" NOZZLES .17-.66 30 8 FT. 1.0 IN./HR. A BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN 0 o e ♦ TORO 570Z-6P-PRX-COM 6" POP-UP TURF HEAD WITH 100/IOT/IOH/IOF "o" NOZZLES .23-1.03 30 IO FT. 1.0 IN./HR. A FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO NOTE 5: O O O O TORO 5702-6P-PRX-COM 6" POP-UP TURF HEAD WITH 12a/12T/12H/12F "0" NOZZLES 30 12 FT. 1.0 IN./HR. A STARTING WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EX15TINO .37-1.45 IRRIGATION EQUIPMENT AFFECTED BY THE NEW CONSTRUCTION IMPROVEMENTS, IF NECESSARY. O O e • TORO 570Z-6P-PRX-COM 6" POP-UP TURF HEAD WITH 15G2/157/15H/15F "0" NOZZLES .55-2.31 30 15 FT. 1.0 IN./HR. A NOTE G: CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND D15POSED OF IN FIELD PRIOR TO CONTRACTOR SHALL PROVIDE THE G I TY ENOI NEER W 1 TH THREE (5) BI DD I NO WORK AND PRIOR TO STARTI NO WORK. 8 �o RAIN BIRD 5006-PL-(PG)-5AM-R (b" POP-UP TURF ROTOR WITH MPR -25 NOZZLES (RED) 1.00, 1.55, 1.98, 3.82 45 25 FT 0.70 IN./HR. A NEATLY DRAWN LAMINATED IRRIGATION CONTROLLER CHART. Q Q RAIN BIRD 5006-PL-(PC)-5AM-R 6" POP-UP TURF ROTOR WITH MPR -30 NOZZLES (GREEN) 1.40, 1.85, 2.96, 5.78 45 30 FT 0.70 IN./HR. A NOTE D: NOTE 4: CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL EX1571NO UTILITIES PRIOR TO BIDDING e RAIN BIRD 5006-PL-(P0)-5AM-R 6" POP-UP TURF ROTOR WITH MPR -35 NOZZLES (BEIGE) 1.92, 2.46, 5.5 1, 7.58 45 35 FT 0.70 1N./HR. A I HAVE COMPLIED WITH THE CRITERIA OF THE CURRENT CALIFORNIA WORK AND AGAIN PRIOR TO 57ARTINO WORK. VERIFICATION SHALL BE DOCUMENTED AND DELIVERED TO STATE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO) OWNER'S REPRESENTATIVE. ® RAIN BIRD 8005-55 5" POP-UP LARGE RADIUS TURF ROTOR WITH A S.S. STEM A #8 NOZZLE 6.6 50 49 FT 1.64 IN./HR.(G2) A AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF NOTE 5: WATER IN THE IRRIGATION DESIGN PLAN 0.82 IN./HR. (H) CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ALL 5CH 40 PVC 5LEEVINO UNDER 0.42 IN./HR. (F) NOTE E: PAVING, WALLS AND CURBS AT NO LE55 THAN 24" BELOW GRADE AND NO LESS THAN 2X DIAMETER OF REFER TO SHEETS L-3.02 FOR IRRIGATION LEGEND AND L-4.01 FOR IRRIGATION PIPE IN AREAS WHERE PIPE GROSSING WILL OCCUR. WHEN PIPE SIZE 15 NOT AVAILABLE USE 6" 0 TORO 570Z-12F-PRX-COM 12" POP-UP HEAD WITH PRN-A/F PRECISION ROTATING NOZZLE .25-1.62, 2.56 40 14-26 FT. 0.56 IN./HR. A ADDITIONAL IRRIGATION DETAILS SLEE\/INO MATERIAL. CONFIRM CROSSINGS WITH OWNER'S REPRESENTATIVE PRIOR TO PA\/INO AND HARDSGAPE CONSTRUCTION. NOTE 6: piu� RAIN BIRD XF5-9-12 LANDSCAPE DRIP TUBING W/ .9 GPH EMITTERS 12" ON CENTER, INSTALL TUBING ROWS A MAXIMUM OF 16" APART. ALL TUBING SHALL BE INSTALLED 3" BELOW FINISHED SOIL GRADE W/ 9" PVG COATED WIRE STAKES FIVE (5) FEET ON CENTER; VERIFY THE G,D EXISTING IRRIGATION IN THIS AREA SHALL BE PROTECTED IN PLACE FOR CONTINUED USE. CONTRACTOR SHALL VERIFY THE EXTENT OF THE EXISTING SYSTEM AND MAKE ADJUSTMENTS TO GAP OFF OR MODIFY LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING WORK. THIS DRIP TUBING IS FOR USE IN SHRUB AREAS ONLY. DRIP LINE TO BE INSTALLED THE EXITING SYSTEM TO MEET THE NEW LANDSCAPE CONDITION IF NECESSARY. OUTSIDE OF OF TREE TRUNK FLARE. -------------- RAIN B 1 RD PVC HEADER/FOOTER, SIZE TO MATCH LATERAL (3/4" MIN.), W/XF DRIPLINE F 1 TTI NGS AND APPROPRIATE PVC F 1 TTI NG FOR GONNEGTI ON BETWEEN G,D PVG LATERAL LINES AND DRIP TUBING. ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING RAIN BIRD XF FITTINGS. O RAIN BIRD BVAL50-I5 - MANUAL FLUSH VALVE AT END/MIDDLE OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH VALVE INSIDE A 5EPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL MIN. ONE FLUSH VALVE PER 1000' OF TUBING IN EACH DIRECTION ON DRIPLINE FLUSH MANIFOLD. INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT PER DETAILS. *SEE SHEET L3.02 FOR COMPLETE IRRIGATION EQUIPMENT LEGEND ®v IQQIGATION PQESSUQE CALCULATION HIGHEST FLOW AT NIGI-IEST ELEVATION REMOVE EXISTING (2) PULL BOXES IN i A /t-\ IT A I I I.I I>•'J t"/` / I I A I I E 80PS1 STATIC WATER PRESSURE REQUIRED. MAXIMUM FLOW IOOOPM. AVO. FLOW 505PM DURING IRRIGATION. STATION =A2 E A9 STATIC PRESSURE: 8OPS1 FARTHEST SYSTEM/ MAX. GPM DEMAND: 50 GPM (2 VALVES) NIGNEST FLOW SYSTEM L.F. SIZE TYPE DESCRIPTION GPM UNIT PSI LOSS 2" EXIST WATER METER 50.0 1.9 2" BRASS BACKFLOW/STRAINER 50.0 14.0 1.5" BRASS MASTER VALVE 50.0 3.8 SCE NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR 1.5" BRASS FLOW SENSOR 50.0 2.0 1.5" PVC CONTROL VALVE 33.0 3.5 OBTAINING THE LATEST APPROVED SCE IMPROVEMENT Glasir Design 330, 3" CL.315 MAIN LINE 50.0 2.7 PLANS FOR FIFTH AVE AND SHALL REVIEW PLANS TO �� Irrigation Consulting FAMILIARIZE THEMSELVES WITH UTILITY LINE, PROPOSED CID# 6004-glasirdesign. com VAR. SCN.4O LATERAL LINE 4.0 AND EXISTING UTILITIES, AND ALL RELATED IMPROVEMENTS. MISC. FITTINGS ALLOWANCE 2.0 COMPONENT LOSSES: 33.9 PSI UNDEROROUND SERV I GE pNOSCAP q PLANS PREPARED BY: 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL MIN. REQ'D BY HEAD: 40 PSI o ?ALERT Z��OS� �NgACH/cF�s�Q�y/ �- 2 2020-04-10 100% BID SET SUBMITTAL ELEVATION LOSS:070 O' O PSI / � A L L e _� ¢ oN rn 14 3 2020-04-28 100% BID SET 31591 Camino Capistrano TOTAL PRESSURE REQ'D AT METER 73.9 PSI 4Ap0� Signature DESIGN (ENGINEER'S SEAL) r)708/31/2021 V San Juan Capistrano, CA 92675 GROUP Renewal Date www.RJMdesigngroup.com RESIDUAL PRESSURE 6.1 PSI N� 4/27/2020 -17 [949] 493-2690 fax I? I M Tlwl/Iwl/�2nL"IKI1 _ Y'1 A �/G O. Date W. IRRk5ATON EQU F vIENT LE(5END SYMBOL MANUFACTURER MODEL NO. / DESCRIPTION GPM T Q TORO 57OZ-12P-PRX-COM 12" POP-UP HEAD WITH PRN-A/F PRECISION ROTATING NOZZLE PSI RADIUS PRECIP. DETAIL .4 (0.5 OR 1.6) ® RAIN BIRD RD-O6-S-P30-F/50-B/PC5025 6" POP-UP BUBBLER HEAD WITH 50-5 STREAM NOZZLE 30 5 FT. .17-.66 WITH A P05-040 SCREEN EACH SYMBOL REPRESENTS MULTIPLE HEADS ON OPPOSITE 8 FT. .23-1.03 30 SIDES OF THE TREE TYPICAL. USE TWO (2) HEADS ON 36" BOX TREES AND SMALLER. .37-1.45 30 12 FT. USE FOUR (4) HEADS ON 45" BOX TREES AND LARGER. 30 15 FT. TORO 57OZ-6P-PRX-COM 6" POP-UP TURF HEAD WITH 50/FH "0" NOZZLES e O e (D TORO 570Z-6P-PRX-COM 6" POP-UP TURF HEAD WITH 50/57/5H/5F "0" NOZZLES O O e ♦ TORO 570Z-6P-PRX-COM 6" POP-UP TURF HEAD WITH IOQ/IOT/IOH/IOF "0" NOZZLES O e O TORO 57OZ-6P-PRX-0OM 6" POP-UP TURF HEAD WITH 12a/12T/12H/12F "O" NOZZLES O O C • TORO 57OZ-6P-PRX-COM 6" POP-UP TURF HEAD WITH 15G/15T/15H/15F "O" NOZZLES (111�e O RAIN BIRD 5006-PL-(PG)-5AM-R 6" POP-UP TURF ROTOR WITH MPR -25 NOZZLES (RED) 2 STRONG BOX 555G-4555 "SMOOTH TOUGH" STAINLESS STEEL LOCKING BACK FLOW DEVICE ENCLOSURE RAIN BIRD 5006-PL-(PC)-5AM-R 6" POP-UP TURF ROTOR WITH MPR -30 NOZZLES (GREEN) e ©V RAIN BIRD 5006-PL-(P0)-5AM-R 6" POP-UP TURF ROTOR WITH MPR -35 NOZZLES (BEIGE) .16 ® RAIN BIRD 5005-55 5" POP-UP LARGE RADIUS TURF ROTOR WITH A S.S. STEM A #5 NOZZLE T Q TORO 57OZ-12P-PRX-COM 12" POP-UP HEAD WITH PRN-A/F PRECISION ROTATING NOZZLE PSI RADIUS PRECIP. DETAIL .4 (0.5 OR 1.6) 30 N/A .7-.13 30 5 FT. .17-.66 30 8 FT. .23-1.03 30 10 FT. .37-1.45 30 12 FT. .55-2.31 30 15 FT. 1.00, 1.35, 1.95, 3.52 45 25 FT 1.40, 1.55, 2.96, 5.75 45 30 FT 1.92, 2.46, 52, 1, 7.55 45 35 FT 6.6 50 49 FT .25-1.62,256 40 14-26 FT 3.0 1 N./HR. A,B 1.0 1 N./HR. A 1.0 1 N./HR. A 1.0 1 N./HR. A 1.0 1 N./HR. A 1.0 1 N./HR. A 0.70 N./HR. A 0.70 IN./HR. A 0.70 I N./HR. A 1.64 IN./HR-(G) A 0.52 I N./HR. (H) RAIN BIRD 0.42 N./HR. (F) 0.40 0.56 IN./HR. A CONTROL VALVE SYMBOL INDICATES VALVE NO. PRECIP No. AREA -INDICATES SQUARE FOOT AREA HZ Size GPM -IND I GATES GPM �"-INDICATE5 VALVE SIZE 2015 MWELO WATER EFFICIENT LANDSCAPE WORKSHEET Grant Howald Park, Newport Beach CA. Reference Evapotranspiration (ETo): 43.2 Hydrozone # /Planting Descriptiona RAIN BIRD XF5-q-12 LANDSCAPE DRIP TUBING W/ .9 GPH EMITTERS 12" ON CENTER, INSTALL TUBING ROWS A MAXIMUM OF 16" APART. piu� ETAF (PF/IE) ALL TUBING SHALL BE INSTALLED 3" BELOW FINISHED SOIL GRADE W/ 9" PVG COATED WIRE STAKES FIVE (5) FEET ON CENTER; VERIFY THE ETAF x Area Estimated Total Water Use (ETWU)d LAYOUT AND 5PAC I NG IN THE FIELD PRIOR TO STARTING WORK. TH I5 DRIP TUBING 15 FOR USE IN SHRUB AREAS ONLY. DRIP LINE TO BE INSTALLED #1 Med Low 0.3 OUTSIDE OF OF TREE TRUNK FLARE. -------------- RAIN BIRD PVC HEADER/FOOTER, SIZE TO MATCH LATERAL (3/4" MIN.), W/XF DRIPLINE FITTINGS AND APPROPRIATE PVC FITTING FOR CONNECTION BETWEEN 3,369.26 90,242.24 PVG LATERAL LINES AND DRIP TUBING. ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING RAIN BIRD XF FITTINGS. O RAIN BIRD BVAL50-I5 - MANUAL FLUSH VALVE AT END/MIDDLE OF DRIPLINE 3/4" PGV FLUSH MANIFOLD LINE, INSTALL FLUSH VALVE 0.40 7,030 INSIDE A 5EPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL MIN. ONE FLUSH VALVE PER 1000' 75, 316.61 .74 OF TUBING IN EACH DIRECTION ON DRIPLINE FLUSH MANIFOLD. INSTALL 15" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT PER DETAILS. DM P.O.G. 2" DOMESTIC WATER IRRIGATION METER WITH 3" SERVICE LINE, VERIFY SIZE, LOCATION AND STATIC WATER PRESSURE IN FIELD 0 FEBGO 525Y 2" R/P BACK FLOW PREVENTION DEVICE WITH NYE STRAINER, INSTALL WITH BRASS NIPPLES, UNIONS AND FITTINGS, SIZED PER DEVICE 2 2 500XL-HLR 2" BRONZE, HIGH LOW RANGE (10-125 PSI) PRESSURE REGULATOR, WITH SINGLE UNION FIPT X FIPT CONNECTIONS, INSTALL PRESSURE Totals 16,127 REGULATOR ON THE DOWNSTREAM SIDE OF THE BACK FLOW DEVICE. SET WATER PRESSURE TO 10 PSI ABOVE DESIGN PRESSURE SHOWN ON POG NOTES. 165 558.85 2 STRONG BOX 555G-4555 "SMOOTH TOUGH" STAINLESS STEEL LOCKING BACK FLOW DEVICE ENCLOSURE 1 12 BACKFLOW SHALL BE INSTALLED ON LEVEL GRADE, 4' FROM ANY PAVING, AND PAINTED GREEN. ©V ORISWOLD MODEL 2000K 1 1/2" NORMALLY CLOSED MASTER CONTROL VALVE, WIRE TO CONTROLLER U51NO 14 GAUGE WIRE WITHIN A .16 .17 I" CONDUIT, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. FS RAIN MASTER FS -5150 1.5" FLOW SENSOR, WIRE TO CONTROLLER USING 14 GAUGE ARE WITHIN A .12 .09 "PVC CONDUIT, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 8 MATGO 754 SERIES FULL PORT BRASS BALL VALVE, LINE SIZE, INSTALLED IN A RECTANGULAR BOX O RAIN BIRD 44LRO I" QUICK COUPLER VALVE WITH LOCKING COVER, INSTALL WITHIN 10" ROUND VALVE BOX 20 GRISWOLD IXX-DWS-PRV 0", 1 1/2") SERIES BRASS REMOTE CONTROL VALVE W/ PRESSURE REGULATOR VALVE, SIZE AS SHOWN O RAIN BIRD XGZ-100-PRF (I") DRIP ZONE KIT. INSTALL WITHIN RECTANGULAR VALVE BOX 21 RAIN MASTER EXISTING WALL MOUNT RAIN MASTER CONTROLLER. WIRE NEW VALVES, MASTER VALVE, AND FLOW SENSOR DIRECTLY TO EXISTING CONTROLLERS. VARIABLE Var CONTRACTOR SHALL USE NEW CONTROL WIRE WHEREVER POSSIBLE AND MAY ONLY USE EXISTING CONTROL WIRE IN AREAS FULL SUN 100% THAT DO NOT REQUIRE NEW TRENCHING AND/OR ARE UNDER PAV 1 NG. FE N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD 24 AS APPROVED PVG PIPE 3/4" - 2.5" SGH. 40, AS LATERAL LINES 12" BELOW GRADE 23 AS APPROVED PVG PIPE 2" 50H.50 OR 3" GL. 315 SOLVENT WELD WITH SGH.50 FITTIN55 AS MAINLINES 24" BELOW GRADE, REFER TO PLAN FOR SIZES 22 AS APPROVED PIPE SGH. 40 AS SLEEVING, 2 TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED 17 17 PLACE BELOW ALL PAVING, HARDSCAPE ETC. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) ® RAIN BIRD 44 DRG " all I GK COUPLER IN CONCRETE COMPOSITE BOX. INSTALL PER DETAILS AND SUPPLY G I TY W 1 TH (3) SPARE KEYS PB AS APPROVED IRRIGATION CONTROL WIRE 10" ROUND PULL BOX WITH WIRE SPLICES AND CONNECTORS NO SYMBOL SPEARS DS -100 DRI -SPLICE WITH CRIMP SLEEVES WIRE CONNECTORS AND D5-300 DRI -SPLICE SEALANT FOR USE ON ALL WIRE CONNECTIONS NO SYMBOL NDS PRO SERIES/PRO SERIES PLUS VALVE BOXES, SIZE PER EQUIPMENT DETAILS, LEGEND, AND SPECIFICATIONS. FOR FLUSH VALVES AND 32 28 AIR RELIEF VALVES USE MODEL 205BG, 10" ROUND SHALL BE MODEL 312BCB, 14" X 19" STANDARD REGI. SHALL BE MODEL 3145CB, 13" X 34 32 20" JUMBO REGI. SHALL BE MODEL 315BC5 13" x 24" JUMBO RECT. SHALL BE MODEL 222505, 17" X 30" JUMBO RECT. SHALL BE MODEL 25 34 226BCS. VALVE BOXES SHALL HAVE GREEN BODIES AND GREEN LIDS. TREES MEDIUM FOR USE IN NON -VEHICULAR TRAFFIC SITUATIONS ONLY. DO NOT INSTALL IN CONCRETE OR ASPHALT. CONTROL VALVE SYMBOL INDICATES VALVE NO. PRECIP No. AREA -INDICATES SQUARE FOOT AREA HZ Size GPM -IND I GATES GPM �"-INDICATE5 VALVE SIZE 2015 MWELO WATER EFFICIENT LANDSCAPE WORKSHEET Grant Howald Park, Newport Beach CA. Reference Evapotranspiration (ETo): 43.2 Hydrozone # /Planting Descriptiona Plant Factor (PF) Irrigation Method Irrigation Efficiency (IE)` ETAF (PF/IE) Landscape Area (sq, ft,) ETAF x Area Estimated Total Water Use (ETWU)d Regular Landscape Areas #1 Med Low 0.3 Drip 0.81 0.37 9,097 3,369.26 90,242.24 #2 Med Low 0.3 Rota ry 0.75 0.40 7,030 2,812.00 75, 316.61 .74 .75 .69 .60 FULLSUN CYCLES PER WEEK-SHRUB/TREE 1 1 2 2 2 Totals 16,127 6 181.26 165 558.85 Special Landscape Areas #3 Turf 1 3,243 3,243.00 86,860.51 #4 Turf 1 22,709 22, 709.00 608, 237.86 1 Totals 25,952 25,952.00 695,098.37 ETW U Total 860, 657.22 Maximum Allowed Water Allowance (MAWA)e 932,668.43 a Refer to legend for Hydrozone description. Cf ETWU (Annual Gallons Required) = Eto x 0.62 x ETAF x Area w here 0.62 is a conversion factor that converts acre -inches per acre per year to gallons per square foot per year "MAWA (Annual Gallons Allowed) = (Eto) ( 0.62) ( (ETAF x LA) + ((1-ETAF) x SLA)] w here 0.62 is a conversion factor that converts acre -inches per acre per year to gallons per square foot per year, LA is the total landscape area in square feet, SLA is the total special landscape area in square feet, and ETAF is .55 for residential areas/parks and 0.45 for non-residential areas. Regular Landscape Areas Total ETAFx 6,181 Area Total Area 16,127 Average 0.38 ETAF All Landscape Areas Including SLA Total ETAF x 32,133.26 Area Total Area 42,079 Sitewide 0.76 ETAF Average ETAF for Regular Landscape Areas must be 0.55 or below for residential areastparks, and 0.45 or below for non-residential areas. HYDROZONE HYDROZONE DESCRIPTION I LOW WATER SHRUBS WITH DRIP 2 LOW WATER SHRUBS WITH R07ARY5 3 SLA HIGH WATER TURF W/ SPRAYS 4 SLA HIGH WATER TURF WITH ROTORS 5 TREES I RRI GATED WITH BUBBLERS C,D G,D E N/A F G,H H I J K L N/A N/A N N O N,O M N/A N/A N/A IQQIGATION PQESSUQE CALCULATION HIGHEST FLOW AT HIGHEST ELEVATION STATION **:1312 STATIC PRESSURE: 80 PSI FARTHEST SYSTEM/ MAX. GPM DEMAND: 40 GPM HIGHEST FLOW SYSTEM L.F. SIZE TYPE DESCRIPTION GPM UNIT PSI LOSS 2" EXIST WATER METER 40 1.3 2" BRASS BACKFLOW/STRAINER 40 14.0 2" PVC CONTROL VALVE 40 1.1 560' 3" CL.315 MAIN LINE 40 1.2 VAR. SCH.40 LATERAL LINE 4.0 MISC. FITTINGS ALLOWANCE 2.0 COMPONENT LOSSES: 23.6 PSI MIN. REQ'D BY HEAD: 50 PSI ELEVATION LOSS:070 O' O PSI TOTAL PRESSURE REQ'D AT METER 73.6 PSI RESIDUAL PRESSURE 5.4 PSI Turf Root Depth 4" hrub Root Depth 6" letion Factor (MAD) 40% Soil Type (Textural) CLAY LOAM Field Capacity 27% Permanent Wilt Point 13% Grant Howald Park Irrigation Runtimes 1.35 CYCLES PER WEEK - TURF JAN 1 FEB 2 MAR 3 APR 4 MAY 4 JUNE JULY AUG SEP OCT NOV 5 5 4 3 3 2 DEC 1 TURF CROP COEFFICIENT .61 .64 .75 1.04 .95 .88 .94 .86 .74 .75 .69 .60 FULLSUN CYCLES PER WEEK-SHRUB/TREE 1 1 2 2 2 3 3 3 2 2 1 1 12 Eto DAILY AVERAGE 07 .09 .12 .16 .17 .20 .21 .20 .16 .12 .09 .07 1.33 Turf Root Depth 4" hrub Root Depth 6" letion Factor (MAD) 40% Soil Type (Textural) CLAY LOAM Field Capacity 27% Permanent Wilt Point 13% Apparent Specific Gravity 1.35 IRRIGATION RUN TIMES Hydrozone PLANT TYPE Water Usage Kc SPRINKLER TYPE EXPOSURE EXPO FACTOR PRECIP (in/hr) SPKLR EFFIC. ROOT DEPTH (in) RUN TIME MULTIPLIER JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 1 SHRUB LOW 0.30 DRIP FULLSUN 100% 1.08 81% 6 1.23 10 13 9 12 12 10 10 10 12 9 13 10 2 SHRUB LOW 0.30 ROTARY FULL SUN 100% 0.56 75% 6 1.33 21 27 18 24 26 20 21 20 24 18 27 21 3 TURF VARIABLE Var SPRAY FULL SUN 100% 1.00 75% 4 1.33 24 16 17 23 23 20 22 24 22 17 17 24 4 TURF VARIABLE Var ROTOR FU LL SUN 100% 0.70 75% 4 1.33 34 23 24 33 32 28 32 34 32 24 25 34 5 TREES MEDIUM 0.50 ROTOR FULLSUN 100% 1.00 75% 1 12 1 1.33_�j 20 25 1 17 1 22 24 19 20 19 1 22 17 1 25 1 20 UNDEROROUND SERV I GF ?ALERT TWO HORKINO DAYS BEFORE YOU D 1 O 7=:mm7 0' 10' 20' 40' �Pr1DSCApF �O S�NBACH /�10 A ^ Q N 0 JT -I Signature ` 08/31/2021 V Renewal Date N% 5/08/2020 IN 9 Date e - F OF CA0FO EXISTING IRRIGATION NOTES: NOTE I: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXIS71NO IRRIOA71ON EQUIPMENT DAMAGED DURING CONSTRUCTION AND IF DAMAGED, SHALL REPLACE WITH SAME MANUFACTURER AND MODEL. NOTE 2: ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLER SHALL BE RECONNECTED TO EX1571NO CONTROLLER. ANY NEW IRRIOA71ON CONTROL VALVES SHALL BE CONNECTED TO EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'5 AUTHORIZED REPRESENTATIVE PRIOR TO 5TARTINO WORK AND UPON COMPLETION OF WORK. NOTE 3: CONTRACTOR SHALL BE RE5PON5I BLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EX I STI NO IRRIGATION EQUIPMENT AFFECTED BY THE NEW CONSTRUCTION IMPROVEMENTS, IF NECESSARY. CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO B I DD I NO WORK AND PRIOR TO 57AR7I NO WORK. NOTE 4: CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO BIDDING WORK AND AGAIN PRIOR TO STARTING WORK. VERIFICATION SHALL BE DOCUMENTED AND DELIVERED TO OWNER'5 REPRESENTATIVE. NOTE 5: CONTRACTOR SHALL BE RE5PON51 BLE FOR THE PLACEMENT OF ALL SCH 40 PVG 5LEEV I NO UNDER PAVING, WALLS AND CURBS AT NO LE55 THAN 24" BELOW GRADE AND NO LE55 THAN 2X DIAMETER OF IRRIGATION PIPE IN AREAS WHERE PIPE GROSSING WILL OCCUR. WHEN PIPE SIZE 15 NOT AVAILABLE USE 6" SLEEVING MATERIAL. CONFIRM GRO551 NG5 WITH OWNER'S REPRE5ENTATI VE PRIOR TO PAVING AND HARD5CAPE CONSTRUCTION. NOTE 6: EX I STING IRRIGATION IN THIS AREA SHALL BE PROTECTED IN PLACE FOR CONTINUED USE. CONTRACTOR SHALL VERIFY THE EXTENT OF THE EX 1571 NO SYSTEM AND MAKE ADJUSTMENTS TO GAP OFF OR MODIFY THE EX171NO SYSTEM TO MEET THE NEW LANDSCAPE CONDITION IF NECESSARY. SCE NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE LATEST APPROVED SCE IMPROVEMENT PLANS FOR FIFTH AVE AND SHALL REVIEW PLANS TO FAMILIARIZE THEMSELVES WITH UTILITY LINE, PROPOSED AND EXISTING UTILITIES, AND ALL RELATED IMPROVEMENTS. PLANS PREPARED BY: 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL �. 2 2020-04-10 100% BID SET SUBMITTAL 3 2020-04-28 100% BID SET 31591 Camino Capistrano DESIGN San Juan Capistrano, CA 92675 GROUP www.RJMdesigngroup.com R M [9491493-2690 faxi I [9491493-2600 phone NO. DATE DESCRIPTION OF REVISIONS Glasir Design Irrigation Consulting CID#6004-glasirdesign. com IRRIGATION NOTES: NOTE A: MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR GLAR 1 TY ONLY, ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS AND A MINIMUM OF 15" OFF ADJACENT HARD50APE AND OTHER OBSTACLES TYP. NOTE B: BUBBLERS AND LATERAL LINES ARE SHOWN W 1 TH I N PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE AL I ONED W 1 TH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRE5ENTATI VE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE G: CONTRACTOR SHALL PROVIDE THE CITY ENOI NEER W 1 TH THREE (3) NEATLY DRAWN LAMINATED IRRIOA71ON CONTROLLER CHART. NOTE D: I HAVE COMPLIED WITH THE CRITERIA OF THE CURRENT CALIFORNIA STATE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO) AND APPLIED THEM ACCORD I NOLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DF-51ON PLAN NOTE E: REFER TO SHEETS L-3.02 FOR IRRIGATION LEGEND AND L-4.01 FOR ADDITIONAL IRRIGATION DETAILS 7CONTRACTOR SHALL FURNISH AND INSTALL (3) EXTRA 8005 SERIES HEADS TO BE FIELD LOCATED BY G I TY STAFF TO ENSURE HEAD TO HEAD COVERAGE IN THIS AREA. CONTRACTOR SHALL FURNISH AND INSTALL (3) EXTRA 8005 SERIES HEADS TO BE FIELD LOCATED BY G 1 TY STAFF TO ENSURE HEAD TO HEAD COVERAGE IN THIS AREA. CONNECT TO EXISTING VALVE B16 LATERAL. REFER TO EX I S71 NO IRRIGATION NOTES 4,160 +13.2 -� CONNECT TO EXISTING / VALVE B15 LATERAL. REFER TO EXISTING IRRIGATION NOTES REVIEWED: (ENGINEER'S SEAL) CITY PROJECT MANAGER DESIGNED: DRAWN: CS TM/TP APPROVED CHECKED: DATE: CS 2019-12-05 IRRIGATION PLAN GRANT HOWALD PARK REHABILITATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 7476-2 (19P11) L-3.02 P -5264-S SHEET 35 OF 51 NU I l=: ALL 1-40 TURF ROTORS TO BE INSTALLED WITH RAINBIRD TSJ PRE -ASSEMBLED SWING JOINT. POP UP SPRINKLER N.T.S. UP HEAD H GRADE _EX STREET ELL ,H 80 PVC NIPPLE APED BOTH ENDS OR CURB 50H 40 TEE OR ELL LATERAL LINE EOREE ELL :H 80 PVC .E THREADED EN05 DRIP LINE OF CANOPY TREE AMENDED SOIL SEE PLANTING PLANS ROOT BALL OF TREE (2-4) POP-UP STREAM BUBBLERS, AVOID OVERSPRAY ONTO THE TREE TRUNKS AND WALKS INSTALL HEADS 3' FROM TRUNK LATERAL LINE PIPE TEE FITTING LATERAL LINE PIPE TREE BUBBLER LAYOUT N.T.S. N.T.S. VALVE BOX (BOX TOP HEIGHT ABOVE FINISH GRADE VARIES, SEE IRRIGATION SPECIFICATIONS FOR HEIGHT) QUICK COUPLING VALVE W/ LOCKING VINYL COVER PEA GRAVEL (2" DEPTH) BRASS NIPPLE (LENGTH AS REQUIRED) PVC TO BRASS SCH. 40 FEMALE ADAPTER 'VC NIPPLE (SCH. 40 OR CLASS 115, SEE IRR. SPECS) 'VC SCH. 40 ELBOW OR TEE 'VC MAINLINE. SEE IRRIGATION iPECS. FOR PIPE DEPTH. EL CLAMP (2 MIN.) 'S (2 MIN.) LENGTH NOTES: I. ALL BRASS TO BE RED BRASS 2. TEFLON TAPE ALL THREADS (TYP.) 3. HEAT BRAND 'QC' ON LID. LETTERING SHALL BE 2" TALL. QUICK COUPLER VALVE IN SHRUBS N.T.S. PIPE INSTALLATION N.T.S. DRIP TUBING LAYOUT N.T.S. POC WIRING NOTES: FLUSH VALVE PLUMBED TO PVC (TYP) PVC EXHAUST HEADER FINISH PERIMETER LATERALS 2" TO 4" FROM EDGE DRIPLINE START CONNECTION SEE DETAIL 'D' REMOTE CONTROL VALVE WITH FILTER AND PRV PVC SUPPLY HEADER AREA PERIMETER START CONNECTION SEE DETAIL 'D' All master valve and flow sensor wires shall be installed in conduit (sized accordingly). One spare wire shall be included inside of conduit (different color than Master Valve and Flow Sensor Wire). 2 spare wires shall be installed along the mainline along with I wire coiled in each valve box. (Different color than field wires and common wire). One spare Common wire shall be installed along the mainline and coiled up at each valve. (Color to be white) Master Valve Rectangular Valve Box Refer to MV Detail For Installation 180-DEGRP= TWO-WAY 7 OR CTO -DEGREE E DRIPLINE TUBI 3/4" OPH BRAT` FLEXIBLE PVC RI PVC TEE (5x5) PVC PIPIP IRRIGATION CONTROLLER Blue Red White Black DRIP TUBING START CONN ECT ON N.T.S. Black Wire Harness Pipe Sizing Chart REDUCED PRESSURE Upstream Downstream Size Length Length BACKFLOW PREVENTER W/ 10" 5" 1.25" 12.5" 6.25" BALL VALVES 15" 7.511 2" 20" 10" 311 30" 3" LONG BRASS THREADED NIPPLE VALVE BOX W/ LOCKING 14 7 7 ® LID BOX HEIGHT ABOVE 0 0 X BRASS UNION 1 q O (SEE IRRIGATION SPECS) ® REMOTE CONTROL VALVE PRESSURE REGULATOR PLASTIC RECTANGULAR VALVE BOX WITH T -COVER AND © PVC ELL II (:I) QUICK PAD W/ S.S. BACKFLOW ENCLOSURE NOTES: CAPTIVE STAINLESS STEEL BOLT AND LOC -KIT. INSTALL 15 LEAVE 1"-2" AIR SPACE I. ALL WIRE TO BE INSTALLED PER LOCAL (g3 BETWEEN BOTTOM OF CODES. BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. VALVE AND TOP OF PEA 2. PROVIDE EXPANSION COILS AT EACH GRAVEL aa\ BRASS RISER (LENGTH AS BRICK SUPPORT HEAT BRAND "MCV" ONTO LID. (1) AT EACH CORNER PIPE. 10 REQUIRED, TYP.) if II CONTROLLER WIRES SAME DENSITY AS UNDISTURBED 12 BRASS ELBOW (TYP.) -III III= 2" 2— FINISHED GRADE _ _ P.V.C. SCH. 40 FEMALE I I I -I � I-1 MIN. -III - III P III=III= _ _ �-III-III 24" WIRE LOOPS AND ° ADAPTER (TYP.) ° ' ° —III—II FLOW =III=III 3M DBY-6 WATERPROOF ° P.V.C. MAINLINE, SEE IRRIGATION I=1 11= WIRE CONNECTORS ° SPECS. FOR PIPE DEPTH PVC MAINLINE FLOW • ° e f SENSOR PIPE PER PLANS ° 2" MIN. AND SPLCIFICATIONS o °•°4 • • BRICK SUPPORTS, 8" BRASS THREADED NIPPLE (TYP.) I 2o .0. g• 4 REQUIRED CONTROL AIRES TO 1211x12"x30" CONCRETE CONTROLLER IN CONDUIT IF INDICATE) IN LEGEND THRUST BLOCK PVC MAINLINE FROM NOTES: BACKFLOW DEVICE 3/4" CRUSHED GRAVEL, I. ALL RISER, UNIONS, ELBOWS AND NIPPLES SHALL BE RED BRASS. U BASKET STRAINER USE SCH 80 PVC 45 HGREE 4" MINIMUM DEPTH 2. CLOSE NIPPLES SHALL NOT BE USED ELLS TO ACHIEVE MAINLINE DEPTH AS REQUIRED LANDSCAPE FABRIC TO COVER BOTTOM AND ALL 3. EQUIPMENT TO BE INSTALLED A MIN. OF 12" FROM WALLS, BUILDINGS, ETC. LASCO #8q6 PVC UNION SIDES OF VALVE BOX 4.INSTALL AND TEST BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES f SLIP X MIPT, SIZE PER RCV, 2 REQUIRED FOR ASSEMBLY ELECTRIC MASTER CONTROL VALVE, SEE LEGEND FOR TYPE HEALTH DEPT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. REDUCED PRESSURE BACKFLON L:6� FASTER VALVE N.T.S. VALVE BOX (BOX TOP HEIGHT ABOVE FINISH GRADE VARIES, SEE IRRIGATION SPECIFICATIONS FOR HEIGHT) QUICK COUPLING VALVE W/ LOCKING VINYL COVER PEA GRAVEL (2" DEPTH) BRASS NIPPLE (LENGTH AS REQUIRED) PVC TO BRASS SCH. 40 FEMALE ADAPTER 'VC NIPPLE (SCH. 40 OR CLASS 115, SEE IRR. SPECS) 'VC SCH. 40 ELBOW OR TEE 'VC MAINLINE. SEE IRRIGATION iPECS. FOR PIPE DEPTH. EL CLAMP (2 MIN.) 'S (2 MIN.) LENGTH NOTES: I. ALL BRASS TO BE RED BRASS 2. TEFLON TAPE ALL THREADS (TYP.) 3. HEAT BRAND 'QC' ON LID. LETTERING SHALL BE 2" TALL. QUICK COUPLER VALVE IN SHRUBS N.T.S. PIPE INSTALLATION N.T.S. DRIP TUBING LAYOUT N.T.S. POC WIRING NOTES: FLUSH VALVE PLUMBED TO PVC (TYP) PVC EXHAUST HEADER FINISH PERIMETER LATERALS 2" TO 4" FROM EDGE DRIPLINE START CONNECTION SEE DETAIL 'D' REMOTE CONTROL VALVE WITH FILTER AND PRV PVC SUPPLY HEADER AREA PERIMETER START CONNECTION SEE DETAIL 'D' All master valve and flow sensor wires shall be installed in conduit (sized accordingly). One spare wire shall be included inside of conduit (different color than Master Valve and Flow Sensor Wire). 2 spare wires shall be installed along the mainline along with I wire coiled in each valve box. (Different color than field wires and common wire). One spare Common wire shall be installed along the mainline and coiled up at each valve. (Color to be white) Master Valve Rectangular Valve Box Refer to MV Detail For Installation 180-DEGRP= TWO-WAY 7 OR CTO -DEGREE E DRIPLINE TUBI 3/4" OPH BRAT` FLEXIBLE PVC RI PVC TEE (5x5) PVC PIPIP IRRIGATION CONTROLLER Blue Red White Black DRIP TUBING START CONN ECT ON N.T.S. Black Wire Harness Waterproof Electrical Connectors (do not use pre -filled type connectors) Rain Master Flow Meter O 00 O 00 00 00000 000 O 0o O 00 Oo OOOQOo 0O0 000 OOOo 0o O 0000000 00000000 000 0 00000000 O0oo0o 0000 0 00 0000 00 000 000 000 moo O o00 oOOo 0 0 O Oo O O 00 0 0O oo Oo 00 O�O o00 0 000000 �O 0 000 0 O�O o O O o O o000 00000 000 000 O 00 00 000 00 Minimum Minimum 8" Of Pea Gravel Upstream Distance Downstream Distance NOTE: In Valve Boxes 10 x Flow Meter Size 5 x Flow Meter Size I. HEAT BRAND 'FS' ON LID. LETTERING SHALL BE 2" TALL. FLON SENSOR INSTALLATION N.T.S. 3 4 5 Pipe Sizing Chart F.M. Upstream Downstream Size Length Length 1" 10" 5" 1.25" 12.5" 6.25" 1.5 15" 7.511 2" 20" 10" 311 30" 15" Waterproof Electrical Connectors (do not use pre -filled type connectors) Rain Master Flow Meter O 00 O 00 00 00000 000 O 0o O 00 Oo OOOQOo 0O0 000 OOOo 0o O 0000000 00000000 000 0 00000000 O0oo0o 0000 0 00 0000 00 000 000 000 moo O o00 oOOo 0 0 O Oo O O 00 0 0O oo Oo 00 O�O o00 0 000000 �O 0 000 0 O�O o O O o O o000 00000 000 000 O 00 00 000 00 Minimum Minimum 8" Of Pea Gravel Upstream Distance Downstream Distance NOTE: In Valve Boxes 10 x Flow Meter Size 5 x Flow Meter Size I. HEAT BRAND 'FS' ON LID. LETTERING SHALL BE 2" TALL. FLON SENSOR INSTALLATION N.T.S. 3 4 5 O EXPANSION CURLS WITH Q WATERPROOF WIRE I 2 3 4 5 6 7S q 10 O3 CONNECTORS AT SPLICES (SEE IRRIGATION SPECS) 02 PVC LATERAL TO °°!° 90 O1 SPRINKLERS ANGLE TO 15 / / ® SPECIFIED DEPTH W/ 45 ELLS - 13 6 3 03 VALVE BOX W/ LOCKING 14 7 7 ® LID BOX HEIGHT ABOVE g FINISH GRADE VARIES 1 q O (SEE IRRIGATION SPECS) ® REMOTE CONTROL VALVE �0- �OO��� �O�pOvUQ II FINISH GRADE 10 © PVC ELL II (:I) PVC NIPPLE, LENGTH AS REQ. NOTES: ® 2" LAYER OF PEA GRAVEL 1. HEAT BRAND 'QC' ON 15 LEAVE 1"-2" AIR SPACE I. ALL WIRE TO BE INSTALLED PER LOCAL (g3 BETWEEN BOTTOM OF CODES. VALVE AND TOP OF PEA 2. PROVIDE EXPANSION COILS AT EACH GRAVEL WIRE CONNECTION IN VALVE BOX. WRAP O9 BRICK SUPPORT AROUND 1/2" PIPE 15 TIMES - REMOVE 17 (1) AT EACH CORNER PIPE. 10 PVC MAINLINE FITTINGS 3.COMPACT SOIL AROUND VALVE BOX TO II CONTROLLER WIRES SAME DENSITY AS UNDISTURBED 12 PVC SCH 80 UNION ADJACENT SOIL. 13 PVC MALE ADAPTER 4.INSTALL ONLY I VALVE PER VALVE BOX. 14 PVC SCH 80 THREADED NIPPLE 5.TEFLON TAPE ALL THREADS. 6• HEAT BRAND VALVE NUMBER ON LID. LETTERING SHALL BE 2" TALL. REMOTE CONTROL VALVE N.T.S. PIPE/SLEEVE LEGEND: O PAVING O FINISH GRADE O3 PVC MAINLINE / p ® PVC LATERAL LINE at 5 CONTROL WIRES OR COM. CABLE IN CONDUIT 6 CONTROL WIRES OR COM. CABLECL, LU O SLEEVE FOR MAINLINE AND/OR LATERAL LINE 8 " 0 O FINE GRANULAR BACKFILL I/2 MAX. O TOPSOIL 10 SAND 7 O O O , I 11 4 11 SLEEVE INSTALLATION N.T.S. FINISH GRAD LINE FLU5HIN( VALVE #TLSO' VALVE Bc SEE SPE BRICK 5UPPOR (THRE 7 I" 5/4" GRAVEL SUMP (I CUBIC FOOT) O o O o CP OHOc ^C0��o O NOTE: 1. NEAT BRAND 'FV' ON LID. LETTERING .SHALL BE 2" TALL.' E DRIP FLUSH VALVE N.T.S. FINISH GRADE "TC `/ACNE BOX - SEE IRRIGATION - SEE IRRIGATION FOR BOX TOP HEIGHT ;AVEL, 2" DEPTH. LEAVE IR SPACE BETWEEN '1 OF VALVE AND TOP GRAVEL. PVC 45 ELL PVC NIPPLE PVC MAINLINE - SEE IRRIGATION SPECS. FOR PIPE DEPTH BRICK VALVE BOX 1. HEAT BRAND 'BV' ON LID. LETTERING SHALL BE 2" TALL. SUPPORTS (2 MIN.) GATE VALVE N.T.S. BIND CONCRETE ION P EXPLANANSION JOINT PER LANDSCAPE 12" RECTANGULAR CONCRETE COMPOSITE BOX AND CAPTIVE STAINLESS STEEL BOLT AND LOC -KIT. CUSTOM MARKED "QCV" ONTO LID. a o a o ° D ° 31" O FINISH GRADE/TOP OF MULCH Q VALVE BOX WITH COVER I 2 3 4 5 6 7S q 10 O3 30 -INCH LINEAR LENGTH OF WIRE COILED ® WATERPROOF CONNECTION: °°!° 90 O1 -INCH BALL VALVE \X / / ® ID TAG Q fie° O7 REMOTE CONTROL VALVE ® PRESSURE REGULATING QUICK CHECK BASKET FILTER O LASCO PVC UNION 10 LATERAL PIPE �0- �OO��� �O�pOvUQ II PVC SCH 80 NIPPLE 12 PVC SCH 40 ELL 13 PVC SCH 80 NIPPLE NOTE: 14 PVC SCH 40 TEE OR ELL 1. HEAT BRAND 'QC' ON 15 MAINLINE PIPE CONCRETE (g3 -INCH MINIMUM DEPTH OF 3/4 -INCH WASHED GRAVEL W/ 2" AIR GAP BETWEEN GRAVEL 15 16 17 AND VALVE 17 PVC SCH 80 NIPPLE, CLOSE NOTE: 1. HEAT BRAND VALVE NUMBER ON LID. LETTERING SHALL BE 2" TALL. DRIP CONTROL ZONE K I T N.T.S. FINISH GRAD LINE FLU5HIN( VALVE #TLSO' VALVE Bc SEE SPE BRICK 5UPPOR (THRE 7 I" 5/4" GRAVEL SUMP (I CUBIC FOOT) O o O o CP OHOc ^C0��o O NOTE: 1. NEAT BRAND 'FV' ON LID. LETTERING .SHALL BE 2" TALL.' E DRIP FLUSH VALVE N.T.S. FINISH GRADE "TC `/ACNE BOX - SEE IRRIGATION - SEE IRRIGATION FOR BOX TOP HEIGHT ;AVEL, 2" DEPTH. LEAVE IR SPACE BETWEEN '1 OF VALVE AND TOP GRAVEL. PVC 45 ELL PVC NIPPLE PVC MAINLINE - SEE IRRIGATION SPECS. FOR PIPE DEPTH BRICK VALVE BOX 1. HEAT BRAND 'BV' ON LID. LETTERING SHALL BE 2" TALL. SUPPORTS (2 MIN.) GATE VALVE N.T.S. BIND CONCRETE ION P EXPLANANSION JOINT PER LANDSCAPE 12" RECTANGULAR CONCRETE COMPOSITE BOX AND CAPTIVE STAINLESS STEEL BOLT AND LOC -KIT. CUSTOM MARKED "QCV" ONTO LID. a o a o ° D ° 31" � ° QUICK COUPLING VALVE SEE LEGEND FOR BRAND AMID MODEL 3/4" CRUSHED GRAVEL, 4 MINIMUM DEPTH ° LANDSCAPE FABRIC TO °°!° 90 000 COVER BOTTOM AND ALL SIDES OF VALVE BOX o �°° 0 o Q fie° BRICK SUPPORTS, 3 REQUIRED LASCO SNAP-LOK PVC SWING JOINT W/ MALE BRASS STABILIZER ELBOW AND SNAP-LOK COLLAR I" QCV USE MODEL G13S-310 SCH 80 PVC SxSxT TEE FITTING, MAINLINE x QCV INLET SIZE REBAR STAKES, 1/2" DIAMETER x NOTE: 24" LONG, TWO REQUIRED 1. HEAT BRAND 'QC' ON LID. LETTERING SHALL BE 2" TALL. QUICK COUPLER IN CONCRETE N.T.S. Glasir Design PIPE INSTALLATION NOTES: � Irrigation Consulting I. TAPE AND BUNDLE 24 V. WIRES C� 10' INTERVALS. � CID#6004-glasirdesign.com 2. MINIMUM DEPTH OF 24 V. WIRING SHALL BE 24" BELOW GRADE. 3. TRENCH WIDTH ALLOW 4" MIN. CLEARANCE BETWEEN PARALLEL o REVIEWED: PIPES. UND�RCROUND SERYIG� �PNDSCgpF q PLANS PREPARED BY: 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL IRRIGATION DETAILS 7476'2 4. SNAKE PIPES FROM SIDE TO SIDE WITHIN TRENCH TO ALLOW FOR �-o ?ALERT Q NgACH ,,� .� (19P11) MOVEMENT. -_ _��' ���sE F,�,s� �,5/ ;; 2 2020-04-10 100% BID SET SUBMITTAL 5. TIE A 20" LOOP IN ALL WIRING AT CHANGES OF DIRECTION. UNTIE � ���� : _� � � m ° GRANT HOWALD PARK REHABILITATION �ul�� 3 2020-04-28 100% BID SET ��� O 1 PRIOR TO BACKFILLING TRENCHES. u a� -' � Signature � 31591 Camino Capistrano DESIGN (ENGINEER'S SEAL) 6. PROVIDE THRUST BLOCKS PER APWA STANDARD PLANS FOR PUBLIC ° � � � osis,izoz, V � San Juan Capistrano, CA 92675 GROUP CITY PROJECT MANAGER Renewal Date www.RJMdesigngroup.com nrci�nirn. nn nn,n1. WORKS CONSTRUCTION DETAILS ,° � _ _ _ _ _ _ CROUNDCOVER LEGEND SYM ABBR. BOTANICAL NAME SIZE REMARKS WUGOLS OTY COMMON NAME REGION 3 COMMON NAME EXP -I EXISTING PALM TO REMAIN REGION 3 N/A ■ GG -1 ANIOOZANTH05 HYBRID 'GOLD VELVET' KANGAROO PAW 5 GAL. 51-0110.0. M 36 EXISTING PALMS RELOCATE TO 00-2 BACCHARIS FILULAR15 CONSANOUINEA COYOTE BUSH 5 GAL. 5'-0" O.G. L Iq 3 BOUGAINVILLEA 00 -LA -LA TO BE RELOCATED ON PLAN PLAN G 00-3 CEANOTHUS GRISEUS HORIZ. 'YANKEE POINT' I GAL. 4'-0" O.G. L 56 N/A LEUGOPHYLLUM FRUTESCENS 'COMPACTA' YANKEE POINT CEANOTHUS HAS BEEN ESTABLISHED. SEE T-4 O5-3 O 00-4 DYMONDIA MAROARETAE I GAL. 5'-6" O.G. L 6 PLAN LEUCADENDRON 'SAFARI SUNSET' SILVER CARPET T-5 SYAORUS ROMANZOFF I ANA 20 BTH G 5-4 GG -5 LANTANA 'NEW GOLD' 5 GAL. 4'-0" O.G. VL 16 MUHLENBEROIA CAPILLARIS NEW GOLD LANTANA KS-5 50-6 MYOPORUM PARVIFOLIUM 'PUTAH GREEK' I GAL. 3'-6" O.G. L Iq0 5-6 PODOCARPUS GRACILIOR CREEPING MYOPORUM 3'-0" O.G. M 245 OC -7 SENECIO MANDRAL15CAE I GAL. 3'-0" O.G. L 40 PRUNUS CAROLINIANA 'BRIGHT 'N TIGHT' BLUE CHALKSTIGKS (/) (Z S-7 00-8 SYNTHETIC TURF N/A FIELDTURF N/A PER 5_8 RHAMNUS CALIFORNICA 5 GAL. 6'-0" O.G. VL 10 PLAN W OG -q TURF SOD ROLLS H 1,370 SF NOTES: I. FOR GENERAL PLANTING NOTES AND PLANTING DETAILS SEE SHEET L-6.01. 2. ALL SHRUBS AREAS TO RECEIVE A 3" LAYER OF MULCH. SEE SHEET L-6.01 FOR PLANTING NOTES AND DETAILS. 3. CONTRACTOR SHALL ESTABLISH A TREE PROTECTION ZONE (TPZ) FOR ALL EXISTING TREES WITHIN PROJECT L I M 1 T OF WORK AND THOSE IMMEDIATELY ADJACENT WITHIN 10'. TPZ SHALL BE REVIEWED AND APPROVED BY THE CITY ARBORIST. SEE SHEET L-6.01 FOR TPZ SPECS AND NOTES. 4. CONTRACTOR SHALL STAKE ALL FINAL LOCATIONS OF ALL PLANT MATERIAL FOR REVIEW AND APPROVAL FROM THE ENGINEER AND PUBLIC WORKS, PRIOR TO PLANTING. 5. PER PROJECT OEOTECH REPORT: WHERE NEW TREES OR LARGE LARGE SHRUBS ARE TO BE LOCATED IN CLOSE PROXIMITY OF NEW CONCRETE FLATWORK, RIOID MOISTURE / ROOT BARRIERS SHOULD BE PLACED AROUND THE PERIMETER OF THE FLATWORK TO AT LEAST 2 FEET IN DEPTH IN ORDER TO PROTECT THE FLATWORK FROM POTENTIAL ROOT AND MOISTURE DAMAGE. EX15TINO MATURE TREES NEED FLATWORK SHOULD ALSO INCLUDE RIGID MOISTURE / ROOT BARRIERS PLACED AT LEAST 2 FEET IN DEPTH BELOW THE TOP OF THE FLATWORK. SEE PLANS AND SPECS FOR LOCATIONS. SHRUB LEGEND SYM ABBR. BOTANICAL NAME SIZE REMARKS WUCOLS a7Y COMMON NAME REGION 3 COMMON NAME EXP -I EXISTING PALM TO REMAIN REGION 3 N/A ■ S-1 AGAVE ATTENUATA 5 GAL. 51-6110.0. L 7 EXISTING PALMS RELOCATE TO FOX TAIL AGAVE 7-2 EXP -2 (GHAMAEROPS HUMILIS) LOCATION SHOWN N/A 3 BOUGAINVILLEA 00 -LA -LA TO BE RELOCATED ON PLAN PLAN 5_2 BOUGAINVILLEA 5 GAL. 3'-6" O.G. L 123 LOCATION ONCE NEW GRADE N/A LEUGOPHYLLUM FRUTESCENS 'COMPACTA' PLAN HAS BEEN ESTABLISHED. SEE T-4 O5-3 36" BOX TEXAS SAGE 5 GAL. 4'-0" O.G. L 2q PLAN LEUCADENDRON 'SAFARI SUNSET' T-5 SYAORUS ROMANZOFF I ANA 20 BTH G 5-4 SAFARI CONEBUSH 5 GAL. 5'-0" O.G. L 7 MUHLENBEROIA CAPILLARIS KS-5 PINK MUHLY GRASS 5 GAL. 4'-0" O.G. M 40 O 5-6 PODOCARPUS GRACILIOR 15 GAL. 3'-0" O.G. M 245 FERN PINE PRUNUS CAROLINIANA 'BRIGHT 'N TIGHT' (/) (Z S-7 BRIGHT 'N TIGHT CAROLINA LAUREL 5 GAL. 4'-0" O.G. M 65 CA 5_8 RHAMNUS CALIFORNICA 5 GAL. 6'-0" O.G. VL 10 COFFEEBERRY S_a SALVIA 'BEE'S BLISS' BEE'S BLISS SAGE 5 GAL. 5'-0" O.G. L 7 WESTRINOIA FRUTICOSA 'BLUE OEM' 5-10 BLUE OEM WESTRINOIA 5 GAL. 4'-O" O.G. L 47 NOTICE TO CONTRACTOR CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING PROTECTION OF ALL EXISTING SHRUB AND TURF AREAS TO REMAIN DURING CONSTRUCTION. DAMAGED SHRUB AND TURF AREAS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. TURF AREAS WITHIN EXISTING IRRIGATION RENOVATION/ RETROFIT ZONES AS INDICATED ON THE PROJECT IRRIGATION PLANS SHALL BE MAINTAINED AND REPAIRED IF NEEDED WITH NEW SOD. v�7 L-7 A V � EXISTING TREE LEGEND ABBR. BOTANICAL NAME REMARKS WUCOLS OTY 07Y COMMON NAME COMMON NAME REGION 3 EXP -I EXISTING PALM TO REMAIN PROTECT IN PLACE N/A PER PLAN EX -I EXISTING TREE TO REMAIN PROTECT IN PLACE N/A PER PLAN EXISTING PALMS RELOCATE TO 7-2 EXP -2 (GHAMAEROPS HUMILIS) LOCATION SHOWN N/A 3 TO BE RELOCATED ON PLAN PLAN T-3 RELOCATE TREE TO NEW 36" BOX SPACING PER EX -2 EXISTING TREE TO BE RELOCATED LOCATION ONCE NEW GRADE N/A I PLAN HAS BEEN ESTABLISHED. SEE T-4 QUERCUS AORIFOLIA 36" BOX SPACING PER CIVIL PLANS FOR GRADES 2 20'-0" O.G. oy TREE LEGEND ABBR. BOTANICAL NAME SIZE REMARKS WUCOLS 07Y COMMON NAME REGION 3 7-1 CORYMBIA FICIFOLIA 36" BOX SPACING PER L 4 RED -FLOWERING GUM PLAN 7-2 OEIJERA PARVIFIORA 36" BOX SPACING PER L IS AUSTRALIAN WILLOW PLAN T-3 ARBUTUS MARINA 36" BOX SPACING PER L IS STANDARD STRAWBERRY TREE STD PLAN T-4 QUERCUS AORIFOLIA 36" BOX SPACING PER VL 2 COAST LIVE OAK PLAN T-5 SYAORUS ROMANZOFF I ANA 20 BTH SPAG I NO PER M 5 QUEEN PALM PLAN 0 PLANTING SYMBOLS LOCATION OF AGRONOMIC, SOIL TESTING ---------- ROOT BARRIER NOTE: SEE THE SPECIFICATIONS FOR DETAILED INFORMATION ON THESE ITEMS. Wor •. /,► 0 I�,�.• ..... . —i .. a... ....s.a�ssyrrra�i .mases^i �G 9'.�rPe:z"r7Gzzziis.sss_.ss va 1 ` --�-'a— — ,_�.�••,ice..e.o.e..e...........v.....,...........eur�•�.zeu.�, .aw.- iL� � ' CROUNDGOVER LEC END SYM ABBR. BOTANICAL NAME SIZE REMARKS WUCOLS Q.n, COMMON NAME REGION 3 COMMON NAME EXP—I EXISTING PALM TO REMAIN REGION 3 N/A PER GG -I ANIGOZANTHOS HYBRID 'GOLD VELVET' 5 GAL. 51-0110.0. M 36 EXISTING TREE TO REMAIN PROTECT IN PLACE KANGAROO PAW PER PLAN GE I JERA PARV I F I ORA EXISTING PALMS RELOCATE TO 0 C� O J 00_2 BAGGHARIS PILULARIS GONSANGUINEA 5 GAL. 5'—O" O.G. L la 5_2 COYOTE BUSH 5 GAL. 51-6110.0. L 123 O00-3 STANDARD STRAWBERRY TREE CEANOTHUS GRISEUS HORIZ. 'YANKEE POINT' I GAL. 4'-0" O.G. L 56 O+ 5-3 YANKEE POINT CEANOTHUS 5 GAL. 41-0110.0. L 2Q CIVIL PLANS FOR GRADES DYMONDIA MARGARETAE T-5 SYAGRUS ROMANZOFFIANA 20 BTH SPACING PER 00-4 SILVER CARPET I GAL. 5'-6" O.G. L 6 00-5 LANTANA 'NEW GOLD' 5 GAL. 4'-0" O.G. VL 16 VV 5-5 NEW GOLD LANTANA 5 GAL. 4'-0" O.G. M 40 E 60-6 MYOPORUM PARVIFOLIUM 'PUTAH GREEK' I GAL. 3'-6" O.G. L Ia0 CREEPING MYOPORUM 60-7 SENECIO MANDRAL15CAE I GAL. 3'-0" O.G. L 40 0 S-1 BLUE CHALKSTICKS 5 GAL. 4'-0" O.G. M (05 O 60-8 SYNTHETIC TURF N/A FIELDTURF N/A PER GOFFEEBERRY PLAN GG—q TURF SOD ROLLS 5 GAL. H 1,3-70 SF NOTES: I. FOR GENERAL PLANTING NOTES AND PLANTING DETAILS SEE SHEET L-6.01. 2. ALL SHRUBS AREAS TO RECEIVE A 3" LAYER OF MULCH. SEE SHEET L-6.01 FOR PLANTING NOTES AND DETAILS. 3. CONTRACTOR SHALL ESTABLISH A TREE PROTECTION ZONE (TPZ) FOR ALL EXISTING TREES WITHIN PROJECT LIMIT OF WORK AND THOSE IMMEDIATELY ADJACENT WITHIN 10'. TPZ SHALL BE REVIEWED AND APPROVED BY THE CITY ARBORIST. SEE SHEET L-6.01 FOR TPZ SPECS AND NOTES. 4. CONTRACTOR SHALL STAKE ALL FINAL LOCATIONS OF ALL PLANT MATERIAL FOR REVIEW AND APPROVAL FROM THE ENGINEER AND PUBLIC WORKS, PRIOR TO PLANTING. 5. PER PROJECT GEOTECH REPORT: WHERE NEW TREES OR LARGE LARGE SHRUBS ARE TO BE LOCATED IN CLOSE PROXIMITY OF NEW CONCRETE FLATWORK, RIGID MOISTURE / ROOT BARRIERS SHOULD BE PLACED AROUND THE PERIMETER OF THE FLATWORK TO AT LEAST 2 FEET IN DEPTH IN ORDER TO PROTECT THE FLATWORK FROM POTENTIAL ROOT AND MOISTURE DAMAGE. EXISTING MATURE TREES NEED FLATWORK SHOULD ALSO INCLUDE RIGID MOISTURE / ROOT BARRIERS PLACED AT LEAST 2 FEET IN DEPTH BELOW THE TOP OF THE FLATWORK. SEE PLANS AND SPECS FOR LOCATIONS. SHRUB LEGEND SYM ABBR. BOTANICAL NAME SIZE REMARKS WUCOLS Q.n, COMMON NAME REGION 3 COMMON NAME EXP—I EXISTING PALM TO REMAIN REGION 3 N/A PER 5-1 AGAVE ATTENUATA 5 GAL. 51-6110.0. L EX—I EXISTING TREE TO REMAIN PROTECT IN PLACE FOX TAIL AGAVE PER PLAN GE I JERA PARV I F I ORA EXISTING PALMS RELOCATE TO L 15 BOUGAINVILLEA 00 -LA -LA (CHAMAEROPS HUMILIS) LOCATION SHOWN N/A 3 5_2 BOUGAINVILLEA 5 GAL. 51-6110.0. L 123 RELOCATE TREE TO NEW STANDARD STRAWBERRY TREE LEUCOPHYLLUM FRUTESCENS 'COMPACTA' EX -2 EXISTING TREE TO BE RELOCATED LOCATION ONCE NEW GRADE N/A O+ 5-3 TEXAS SAGE 5 GAL. 41-0110.0. L 2Q CIVIL PLANS FOR GRADES LEUCADENDRON 'SAFARI SUNSET' T-5 SYAGRUS ROMANZOFFIANA 20 BTH SPACING PER 5-4 SAFARI CONEBUSH 5 GAL. 51-0110.0. L PLAN MUHLENBERGIA CAPILLARIS 5-5 PINK MUHLY GRASS 5 GAL. 4'-0" O.G. M 40 E 5-6 PODOCARPUS GRACILIOR 15 GAL. 3'-0" O.G. M 245 FERN PINE PRUNUS CAROLINIANA 'BRIGHT 'N TIGHT' 0 S-1 BRIGHT 'N TIGHT CAROLINA LAUREL 5 GAL. 4'-0" O.G. M (05 O S-8 RHAMNU5 GALIFORNIGA 5 GAL. 6'-0" O.G. VL 10 GOFFEEBERRY S_q SALVIA 'BEE'S BLISS' BEE'S BLISS SAGE 5 GAL. 5'-0" O.G. L -7 WE5TRINGIA FRUTICOSA 'BLUE GEM' 5-10 BLUE GEM WESTRINGIA 5 GAL. 4'-0" O.G. L 4-7 NOTICE TO CONTRACTOR CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING PROTECTION OF ALL EXISTING SHRUB AND TURF AREAS TO REMAIN DURING CONSTRUCTION. DAMAGED SHRUB AND TURF AREAS SHALL BE REPAIRED OR REPLACED AT THE GONTRAGTOR'S EXPENSE. TURF AREAS WITHIN EXISTING IRRIGATION RENOVATION/ RETROFIT ZONES AS INDICATED ON THE PROJECT IRRIGATION PLANS SHALL BE MAINTAINED AND REPAIRED IF NEEDED WITH NEW SOD. UNDERGROUND SERYIGE ?ALERT CALL: TWO WORKING DAYS BEFORE YOU D I C EXISTING TREE LEGEND ABBR. BOTANICAL NAME REMARKS WUCOLS QTY QTY COMMON NAME COMMON NAME REGION 3 EXP—I EXISTING PALM TO REMAIN PROTECT IN PLACE N/A PER SPACING PER L 4 PLAN EX—I EXISTING TREE TO REMAIN PROTECT IN PLACE N/A PER PLAN GE I JERA PARV I F I ORA EXISTING PALMS RELOCATE TO L 15 EXP -2 (CHAMAEROPS HUMILIS) LOCATION SHOWN N/A 3 TO BE RELOCATED ON PLAN 36" BOX SPACING PER L IS RELOCATE TREE TO NEW STANDARD STRAWBERRY TREE STD EX -2 EXISTING TREE TO BE RELOCATED LOCATION ONCE NEW GRADE N/A I 36" BOX SPACING PER HAS BEEN ESTABLISHED. SEE 2 COAST LIVE OAK CIVIL PLANS FOR GRADES TREE LEGEND ABBR. BOTANICAL NAME SIZE REMARKS WUGOL5 QTY COMMON NAME REGION 3 T -I GORYMBIA FIGIFOLIA 36" BOX SPACING PER L 4 RED -FLOWERING GUM PLAN T-2 GE I JERA PARV I F I ORA 5611 BOX SPACING PER L 15 AUSTRALIAN WILLOW PLAN T-3 ARBUTUS MARINA 36" BOX SPACING PER L IS STANDARD STRAWBERRY TREE STD PLAN T-4 QUERCUS AGRIFOLIA 36" BOX SPACING PER VL 2 COAST LIVE OAK PLAN T-5 SYAGRUS ROMANZOFFIANA 20 BTH SPACING PER M 5 QUEEN PALM PLAN GE I JERA I cw O VQ) 0PARVIFLORA EX -2 , TYP. • . • I / \ / • • oSDC • . � ♦ � _ ��, ° _, __• / � � /� ♦ \ •�.■ moi• 4 • \ / �! ' ' ♦. / ® ; ''••:;I'•.�•,•�o''• ° RELOCATE I / )■ •• • ° `� LOCATION 1 V" , -_ i �♦ _ BE REMOVED- ALNUS RHOMB I FOL I A / / A • --- �. t �' \ PER DEMO PLANKS O ° --- - / i 1 a W - e ° ° CD DC � � � �REMOVE T-2 `JACARANDA \ �O . /� .'WWW .•...° W .'.'. o AND REPLACE _X-2 \ W zZ ,a ° ��ei-✓r � r .T3rr 0' 10' 20' 40' /35 / 1 1 A. X25 . W W.W •W.W�IW ,W,.W ,W„ 4*1,♦ W GG �• q o(� 0 ' 1\ `lNM • % � l z OHO • WSW ' 0� W. ••� oSDC 1 ( 1 •. 1 \ 1� ZO 720 0 PLANTING SYMBOLS LOCATION OF AGRONOMIC SOIL TESTING ---------- ROOT BARRIER NOTE: SEE THE SPECIFICATIONS FOR DETAILED INFORMATION ON THESE ITEMS. �PNpSCAPF q PLANS PREPARED BY: 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL ACH �N6 C'Q`NSF �'�� �• 2 2020-04-10 100% BID SET SUBMITTAL o m �, 3 2020-04-28 100% BID SET —'natur 31591 Camino Capistrano DESIGN s /2021 San Juan Capistrano, CA 92675 Renewal Date www.RJMdesigngroup.com GROUP N� 4/28/2020 �� [949] 493-2690 fax Date O�� [949] 493-2600 phone OF CAt-\ NO. DATE DESCRIPTION OF REVISIONS L_ _an L. 0. O� I a III ga +I%J �, r �i l' I► a REVIEWED: (ENGINEER'S SEAL) CITY PROJECT MANAGER DESIGNED: DRAWN: CS TM/TP APPROVED CHECKED: DATE: CS 2019-12-05 PLANTING PLAN GRANT HOWALD PARK REHABILITATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 7476-2 (19P11) L-5.02 P -5264-S SHEET 38 OF 51 BOA FRONS SECTION LEGEND: N.T.S. IQ TRUNK - SIZE PER PLANT LEGEND. 2O AMENDED SAND BACKFILL PER SPED 1 F I GAT 1 ONS. O PVC CAP - BLACK, REMOVABLE FOR OBSERVATION. ® FINISH ORADE. Q 411 DIA. PVC PIPE. © NA71 VE 501 L. O FILTER FABRIC, CONTINUOUS AT BOTTOM OF PLANT P 1 T WITH A MIN. 6" WRAP-UP SIDES. ® 411 DIA. PVC, PERFORATED PIPE. GRADE AND SLOPE FOR DRAINAGE. qO GRAVEL SUMP BACKFILL, 5/4" CRUSHED AGGREGATE. Op PALM ROOTBALL, MIN. SIZE PER 'PALM TREE EXPERT' - REFER TO SPECIFICATIONS. I I PVC, END CAP. SLOPE TO DRAIN, MIN. 2% . 81PALM TREE PLANTING 04ei wpo �. Public Works Department, / Municipal Operations Division 'x Tree Protection Zone (TPZ) The Tree Protection Zone (TPZ) is the area around a tree or group of trees in which no grading or construction activity may occur. Listed below are minimal specifications for the TPZ at general construction sites. However, the Parks and Trees Superintendent or Urban Forester may add additional specifications for the TPZ depending upon the species, condition of the tree, site conditions, and development activities that may further impact the health of the tree. 1. The distance of the TPZ from the trunk of the protected tree will be 3 times trunk diameter, measured at 4 1/2 feet above grade — diameter breast height (DBH). If this distance is larger than the City right-of-way, generally only the area in the right-of- way will be fenced. o Example: 36" DBH x 3=108" or 9' 2. Once the TPZ has been established, no construction activity, storage of materials, dumping or parking is allowed within this area. Fencing materials (chain link, wire mesh or snow fencing) will be used to enclose TPZ. The material must be sturdy to withstand the construction period and discourage construction entry. A passageway will be left in the fence to allow access for tree monitoring and maintenance activities. 3. Prior to the installation of the fence, a water basin with site soil or two levels of sandbags around the tree will be established to retain water. The basin will be filled with water, minimally once per week. The basin is inside the fence. 4. Placement of 2" to 4" of course organic mulch will be applied over the entire TPZ. The goal is to protect the tree and under no circumstances will the TPZ be disturbed or violated without authorization from the City of Newport Beach. If you have any questions or require additional assistance, please contact Kevin Pekar, Parks & Trees Superintendent at (949) 644-3197 or email kpekarknewportbeachca.gov. 'We appreciate your cooperation. Appreciatively, City of Newport Beach �i I TREE PizOTEGTION ZONA SPECS SECTION N.T.S. LEGEND: IQ TREE - CENTER IN PIT. O TREE STAKES PER SPED I F I GAT 1 ONS (2 PER TREE), KEEP CLEAR OF R007BALL. REMOVE TOP OF STAKE TO 4" BELOW LOWEST BRANCH. SET STAKES PARALLEL TO PREVA I L I NO N I NDS. O 2'' WATER BASIN ® F I N 15H ORADE Q AMENDED 5A0KF I LL - REFER TO SPED I F I GAT I ONS © PLANT TABLET - REFER TO SPEC, I F I CA71 ONS FOR G2UAN71 TY AND PLACEMENT O TREE 71F-5 - 2 V.1.7. TWIST BRACE (7524/7556) BY STRONGBOX, (800) 721-1514. INSTALL USING 2-1/2" OALV. SCREWS. ® SET TOP OF FOOTBALL 2'' ABOVE SURROUND I NO ORADE AND SLOPE FOR DRA I NAOE. qO SCARIFY SIDES AND BOTTOM OF PLANTING PIT O NATIVE UNDISTURBED SOIL I I FINISH GRADE BEYOND NOTE: ® LODOE POLE TREE STAKES SHALL BE PLUMB OR ANGLED 5L I OHTLY OUTWARD AFTER TREE TIES ARE IN PLACE, AS SHOWN. 6 I TREE PLANTING ON SLOPE SECTION N.T.S. STRAP LEGEND: Q SHRUB - CENTER IN PIT. O2 2'DEEP NA7ERINO BASIN 3 ® FINISH GRADE O AMENDED BACKFILL - REFER TO SPECIFICATIONS © PLANT 1 NO TABLETS - REFER TO SPECIFICATIONS O FOR QUANTITY AND PLACEMENT ® SCARIFY SIDES AND BOTTOM OF PLANT I NO PIT. ® NATIVE UNDISTURBED SOIL. SET TOP OF R007BALL 2" ABOVE SURROUND I NO ORADE AND SLOPE FOR DRAINAGE. FINISH GRADE BEYOND 4 ISHRUB PLANTING ON SLOPE LEGEND: Q TREE - CENTER IN PIT. 0 5/8" DIA. HOSE, SNUG AROUND TRUNK A17H CABLE CLAMPS. Q (5) MIN. - 1/8" DIA. OALV. CABLE WITH TURNBUCKLE, SECURED TO DUCKBILL ANCHOR SET. INSTALL 1/2" DIA. BLACK POLY TUB 1 NO ON CABLES. SPACE CABLES EQUALLY AROUND TREE TRUNK. ® DUCKBILL ROOTBALL ANCHOR KIT , SPEC I FY "LARGE 88RBK <17" TYP I GAL OR APPROVED EQUAL. EACH <17 I NCLUIDES: (5) DUCKBILLS, (21 F7) 5/16" TENSION CABLE, (1) RATCHET TENSION STRAP. INSTALL ROOTBALL ANCHOR KIT PER MANUFACTURER'S RECOMMENDATIONS. Q 5" DEEP SHREDDED BARK MULCH AROUND TREE. SEE PLANT I NO PLANS FOR MULCH SPREAD DIAMETER. © TIGHTLY COMPACTED 5" BERM TO FORM WATERING BASIN. O FINISH ORADE. ® AMENDED 5ACKF I LL - REFER TO SPECIFICATIONS. qO NA71 VE UNDISTURBED SOIL. OO SET TOP OF ROOTEALL 2" ABOVE SURROUND I NO GRADE AND SLOPE FOR DRAINAGE. I I SCARIFY SIDES AND BOTTOM OF PLAN71 NO PIT. ® G I TY INSPECTION AND APPROVAL: ALL TREES THAT REGQU I RE ROOT BALL ANCHORS SHALL BE INSPECTED AND APPROVED BY G I TY'S ENO I NEER PRIOR TO 5ACKF I LL I NO. ANY TREE INSTALLED WITHOUT PRIOR INSPECTION WILL BE SUBJECT TO REMOVAL AND REPLACEMENT AT NO COST TO THE CITY. 7 ITREE GUYING UNDERGROUND SERV I GE ALERT ALL TWO WORK I NO DAYS BEFORE YOU D I O 7 =77 0' 10' 20' 40' �z TWIGS ROOTBALL DIAMETER LEGEND: O TREE - CENTER IN PIT. ® LODOE POLE TREE STAKES PER SPECIFICATIONS (2 PER TREE). USE (10 FT LENGTH) STAKES AT ALL 15 OAL. AND 24" BOX TREES, TYP. KEEP CLEAR OF ROOTBALL. REMOVE TOP OF STAKE TO 4" 5ELON LOWEST BRANCH. SET STAKES PARALLEL TO PREVA I L I NO NI NDS. O 2" NATER BASIN. ® FINISH ORADE. Q AMENDED 5ACKF I LL - REFER TO 5PE01 F I GAT 1 ONS. © PLANT TABLET - REFER TO 5PE01 F I GAT 1 ONS FOR QUANTITY AND PLACEMENT. O TREE TIES - 2 V.1.7. TWIST BRACE (T524/T556) 5Y STRONGBOX, (800) 72q-1514. INSTALL US I NO 2-1/2" OALV SCREWS. ® SET TOP OF ROOTBALL 2" ABOVE SURROUND I NO GRADE AND SLOPE FOR DRA I NAGE . Q SCARIFY SIDES AND BOTTOM OF PLANT I NO PIT. Q NATIVE UNDISTURBED SOIL. NOTES: ® LODOE POLE TREE STAKES SHALL BE PLUMB OR ANGLED SL I OHTLY OUTWARD AFTER TREE TIES ARE IN PLACE, AS SHOWN. 5 (TREE PLANTING PNDSCApF Q QNB A C H �,C 0 m .I --1 Signatur 08/31/2021 Renewal Date A 4/28/2020 \� 9T Date F OF CAOF�� PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 [949] 493-2600 DESIGN GROUP SECTION .T.S. Z N X N EDGE OF FLANTINO AREA 0 0 0 0 0 0 0 0 0 0 0. ff0 0 0 0 0. Ix SPAG I NG PLAN VIEW N.T.S. LEGEND: O OROUNDCOVER FROM FLAT, CUTTI NO, LINER, OR PLAN71 NO CONTAINER. O 5" LAYER OF MULCH (DEPTH PER SPECIFICATIONS). Q PLANTI NO BED DEPTH PER SPECIFICATIONS. 2 I CizOUNDGO\lER PL,4NTINC LEGEND: Q SHRUB - CENTER IN PIT. 0 2" DEEP NATERINO BASIN. Q FINISH GRADE. ® AMENDED BACKFILL - REFER TO SPECIFICATIONS. O PLANT 1 NO TABLETS - REFER TO SPECIFICATIONS FOR QUANTITY AND PLACEMENT. © SCARIFY SIDES AND BOTTOM OF PLANT I NO PIT. O NATIVE UNDISTURBED SOIL. ® SET TOP OF R0075ALL 2" ABOVE SURROUND I NO ORADE AND SLOPE FOR DRAINAGE. 5 SHRUB PLAIT I NO 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL 2 2020-04-10 100% BID SET SUBMITTAL 3 2020-04-28 100% BID SET REVIEWED: PLANTINO NOTES IQ ALL TREES WITHIN A SPECIES SHALL HAVE MATCH I NCC � UNIFORM FORM. 2Q ALL LANDSCAPED AREAS TO RECEIVE AUTOMATED I RRI OATI ON. REFER TO PLANT I NC SPECIFICATIONS FOR SOIL PREPARATION, FERTILIZATION, MULCH I NO, AND OTHER ADDITIONAL PLANTI NC INFORMATION. ® ALL PLANT MATERIAL SHALL BE APPROVED 5Y THE ENO I NEER PRIOR TO INSTALLATION. Q F I NAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE ENO I NEER. © CONTRACTOR SHALL NOTIFY THE ENO I NEER 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. Q SEE DETAILS AND SPECIFICATIONS FOR 57AK I NCC METHOD, PLANT P I T DIMENSIONS AND BACKFILL REOU I REMEN75. ® IF CONFLICTS ARISE BETWEEN SIZE OF AREAS AND PLANS, CONTRACTOR TO CONTACT ENGINEER FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO THE ENG I NEER WILL RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE THE MATERIALS. O CONTRACTOR SHALL SUBMIT FOR APPROVAL PHOTOS OF ALL BOXED TREES. PHOTOS SHOULD I NGLUDE A PERSON FOR SCALE PURPOSES. ALL BOX TREES SHALL BE OF QUAL 1 TY AS DETERMINED BY THE OWNER/LANDSCAPE ARCHITECT. MATERIAL FOUND UNSU I7ASLE FOR THE DES I ON OR SPECIFICATION INTENT WILL BE REJECTED. THE CONTRACTOR SHALL ALSO SUBMIT WRITTEN SPEC I F I CA71 ONS FOR ALL PLANT MATERIAL SPECIFIED ON THIS PROJECT PRIOR TO PLAC I NO ORDER. FAILURE TO DO 50 COULD RESULT IN THE REPLACEMENT (AT CONTRACTOR'S EXPENSE) OF ANY PLANTS DETERMINED UNACCEPTABLE BY G I TY / LANDSCAPE ARCHITECT. O IT 15 THE CONTRACTOR'S RESPONSIBILITY TO FURNISH PLANT MA7ER1 ALS FREE OF PESTS OR PLANT DISEASES. PRE -SELECTED OR 'TAGGED' MATERIAL MUST BE I NSPEGTED 5Y THE CONTRACTOR AND CERT 1 F I ED PEST AND DISEASE FREE. 17 15 THE CONTRACTOR'S OBL I OATI ON TO NARRAN7Y ALL PLANT MATERIALS PER THE SPECIFICATIONS. I I CONTRACTOR SHALL BE RESPONSIBLE FOR MAK I NO HIM/HERSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPELINES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESFONS I B I L 1 TY FOR ANY 0057 INCURRED DUE TO DAMAGE OF SAID UTILITIES. CONTRACTOR SHOULD CALL UNDERGROUND SERVICE ALERT (2) FULL WORKING DAYS BEFORE GOMMENG I NO ANY D I OOI NO. PHONE 81 I FOR U.S.A 12 CONTRACTOR SHALL NOT PROCEED WITH CONSTRUCTION AS DESIGNED WHEN 17 15 OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR ORADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURI NO DES I ON. SUCH GOND 1 TI ONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE G 1 TY'S ENOI NEER. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO O 1 VE SUCH N071 F I GAT 1 ON. 13 CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION W 1 TH SUBCONTRACTORS AND CONSTRUCTION MANAGER AS REOU I RED TO ACCOMPLISH PLANTI NO OPERATIONS. 14 LANDSCAPE CONTRACTOR TO REGE I VE SITE GRADED TO +0.10. CONTRACTOR SHALL OBTAIN LETTER OF ORADE CERTIFICATION FROM OWNER PRIOR TO PROJECT EXECUTION. 15 PLANT MATERIAL GUAN71 TI E5 ARE OI VEN FOR CONVENIENCE ONLY. PLANT SYMBOLS AND SPECIFIED BPAC I NO SHALL TAKE PRECEDENCE. CONTRACTOR SHALL VERIFY PLANT MATERIAL OUANTI TI E5 PER PLAN. 16 CONTRACTOR TO ASSURE POSITIVE DRA I NAOE IN ALL PLANT I NO AREAS - 2% MINIMUM ALLOYED. I AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLAN71 NO AREAS, CONTRACTOR SHALL HAVE 5 IL SAMPLES TAKEN AT THE LOCATIONS INDICATED 5Y DE51 ONATI ON (4 TOTAL) . CONTRACTOR SHALL INFORM SOIL TESTI NO LAB OF THE PLANT MATERIAL SPECIFIED IN SOIL TE571 NO LOCATIONS (NA71 VE TREES $ SHRUBS, ORNAMENTAL TREES $ SHRUBS, PALM TREES, BERMUDA SOD, ETC.) 50 THAT APPROPRIATE PLANTING RECOMMENDATIONS CAN BE GIVEN. THESE SAMPLES SHALL BE TESTED BY NAYPOINT ANALYTICAL., OR APPROVED EQUAL, CONTACT: JOE K I EFER (714) 282-8777 FOR SOIL FERTILITY, AORI CULTURAL SUI 7AB I L I TY TEST AND SOIL PREPARATION RECOMMENDATIONS.. TWO SAMPLES SHALL BE TAKEN AT EACH LOCATION: (1) GROUND LEVEL TO 10" DEEP, (2) 24" TO 56" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY I QUART OF SOIL AND BE LABELED PER LOCATION AND DEPTH. CONTRACTOR SHALL INSTALL SOIL PREPARATION AND BAGKF I LL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY UPON RECEIPT OF WRITTEN CHANCE ORDER FROM OWNER. SUBMIT SOIL REPORT TO G 1 TY'S ENOI NEER PRIOR TO PLANTING. 18 GROUND COVERS AND SHRUBS SHALL BE TRI ANGULARLY SPACED, UNLESS OTHERWISE INDICATED. I q ALL SOIL FOR LANDSCAPE PLANTI NO AREAS OR BERMS SHALL BE OBTAINED FROM ON- SITE EXCAVA71 ONS. SHOULD IMPORT 50I L BE NECESSARY, INDICATE SOURCE LOCATION. SEE PROJECT OEO7E0HN I GAL REPORT. SOIL SHALL BE SANDY LOAM CON7A I N I NO NO TOX I G CHEMICALS OR ELEMENTS NH I GH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. SOIL TESTI NO RESULTS SHALL BE SUBMITTED AND APPROVED PRIOR TO SOIL IMPLEMENTATION. ©O ALL LANDSCAPED AREAS (EXCLUID I NO TURF) SHALL BE MULCHED W 1 TH A 5" DEEP LAYER OF MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. 21 AT EDOES OF PLANTI NO AREAS, THE CENTER LINE OF THE LAST RON OF SHRUBS AND/OR GROUND COVER SHALL BE LOCATED NO FARTHER FROM OR CLOSER TO THE EDGE THAN ONE-HALF THE SPECIFIED ON -CENTER BPAC I NO. ©2 REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION, UPON PROVI D I NO SUPPORT PER DETAILS, THIS SHEET. ©3 ROOT BARRIER NOTE: ALL TREES PLANTED W 1 TH I N 10' OF ANY HARDSCAPE ELEMENT (51 DENALKS, WALLS, D.O., PAVERS, CURBS, ETC,.) SHALL RECEIVE ROOT BARRIER BY "DEEP ROOT CORP.". (714) afe?-0865. NUMBER OF PANELS PER TREE PER MANUFACTURER'S RECOMMENDATION. SEE 5PE01 F I GAT I ONS. ® ALL MULCH AREAS ON SLOPES TO REGE I VE JUTE NETTI NO. SEE SPECIFICATIONS. 25 CONTRACTOR SHALL BE RESPONSIBLE FOR MAI NTA I N I NO PROTECTION OF ALL EX I ST I NO SHRUB AND TURF AREAS TO REMAIN DURI NO CONSTRUCTION. DAMAGED SHRUB AND TURF AREAS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. TURF AREAS N 17H I N EX I S71 NO I RR I CATION RENOVATION/RETROFIT ZONES A5 I ND I GATED ON THE PROJECT I RR I OAT I ON PLANS SHALL BE MAINTAINED AND REPAIRED IF NEEDED A17H NEW SOD. © PER PROJECT OEOTECH REPORT: WHERE NEW TREES OR LAROE LAROE SHRUBS ARE TO BE LOCATED IN GLOBE PROXIMITY OF NEW CONCRETE FLATNORK, RI OI D MOISTURE / ROOT BARRIERS SHOULD BE PLACED AROUND THE PERIMETER OF THE FLATNORK TO AT LEAST 2 FEET IN DEPTH IN ORDER TO PROTECT THE FLATNORK FROM POTENTIAL ROOT AND MOISTURE DAMAGE. EX I STI NO MATURE TREES NEED FLA7WORK SHOULD ALSO INCLUDE RI OI D MOISTURE / ROOT BARRIERS PLACED AT LEAST 2 FEET IN DEPTH BELOW THE TOP OF THE FLATNORK. SEE PLANS AND SPECS FOR LOCATIONS. PLANTING NOTES PLANTING DETAILS GRANT HOWALD PARK REHABILITATION (ENGINEER'S SEAL) CITY PROJECT MANAGER DESIGNED:CS DRAWN: TM/TP CITY OF NEWPORT BEACH NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: CS 2019-12-05 DATE: PUBLIC WORKS DEPARTMENT 7476-2 (19P11) L-6.01 P -5264-S SHEET 39 OF 51 — ROOTBALL O (3) 0 Q I ANCHORS0111� (5) d Q `D0N TOP VIEW 8 2 o (N.T.5) 10 Z d Y 3 �LU3 LEGEND: Q TREE - CENTER IN PIT. 0 5/8" DIA. HOSE, SNUG AROUND TRUNK A17H CABLE CLAMPS. Q (5) MIN. - 1/8" DIA. OALV. CABLE WITH TURNBUCKLE, SECURED TO DUCKBILL ANCHOR SET. INSTALL 1/2" DIA. BLACK POLY TUB 1 NO ON CABLES. SPACE CABLES EQUALLY AROUND TREE TRUNK. ® DUCKBILL ROOTBALL ANCHOR KIT , SPEC I FY "LARGE 88RBK <17" TYP I GAL OR APPROVED EQUAL. EACH <17 I NCLUIDES: (5) DUCKBILLS, (21 F7) 5/16" TENSION CABLE, (1) RATCHET TENSION STRAP. INSTALL ROOTBALL ANCHOR KIT PER MANUFACTURER'S RECOMMENDATIONS. Q 5" DEEP SHREDDED BARK MULCH AROUND TREE. SEE PLANT I NO PLANS FOR MULCH SPREAD DIAMETER. © TIGHTLY COMPACTED 5" BERM TO FORM WATERING BASIN. O FINISH ORADE. ® AMENDED 5ACKF I LL - REFER TO SPECIFICATIONS. qO NA71 VE UNDISTURBED SOIL. OO SET TOP OF ROOTEALL 2" ABOVE SURROUND I NO GRADE AND SLOPE FOR DRAINAGE. I I SCARIFY SIDES AND BOTTOM OF PLAN71 NO PIT. ® G I TY INSPECTION AND APPROVAL: ALL TREES THAT REGQU I RE ROOT BALL ANCHORS SHALL BE INSPECTED AND APPROVED BY G I TY'S ENO I NEER PRIOR TO 5ACKF I LL I NO. ANY TREE INSTALLED WITHOUT PRIOR INSPECTION WILL BE SUBJECT TO REMOVAL AND REPLACEMENT AT NO COST TO THE CITY. 7 ITREE GUYING UNDERGROUND SERV I GE ALERT ALL TWO WORK I NO DAYS BEFORE YOU D I O 7 =77 0' 10' 20' 40' �z TWIGS ROOTBALL DIAMETER LEGEND: O TREE - CENTER IN PIT. ® LODOE POLE TREE STAKES PER SPECIFICATIONS (2 PER TREE). USE (10 FT LENGTH) STAKES AT ALL 15 OAL. AND 24" BOX TREES, TYP. KEEP CLEAR OF ROOTBALL. REMOVE TOP OF STAKE TO 4" 5ELON LOWEST BRANCH. SET STAKES PARALLEL TO PREVA I L I NO NI NDS. O 2" NATER BASIN. ® FINISH ORADE. Q AMENDED 5ACKF I LL - REFER TO 5PE01 F I GAT 1 ONS. © PLANT TABLET - REFER TO 5PE01 F I GAT 1 ONS FOR QUANTITY AND PLACEMENT. O TREE TIES - 2 V.1.7. TWIST BRACE (T524/T556) 5Y STRONGBOX, (800) 72q-1514. INSTALL US I NO 2-1/2" OALV SCREWS. ® SET TOP OF ROOTBALL 2" ABOVE SURROUND I NO GRADE AND SLOPE FOR DRA I NAGE . Q SCARIFY SIDES AND BOTTOM OF PLANT I NO PIT. Q NATIVE UNDISTURBED SOIL. NOTES: ® LODOE POLE TREE STAKES SHALL BE PLUMB OR ANGLED SL I OHTLY OUTWARD AFTER TREE TIES ARE IN PLACE, AS SHOWN. 5 (TREE PLANTING PNDSCApF Q QNB A C H �,C 0 m .I --1 Signatur 08/31/2021 Renewal Date A 4/28/2020 \� 9T Date F OF CAOF�� PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 [949] 493-2600 DESIGN GROUP SECTION .T.S. Z N X N EDGE OF FLANTINO AREA 0 0 0 0 0 0 0 0 0 0 0. ff0 0 0 0 0. Ix SPAG I NG PLAN VIEW N.T.S. LEGEND: O OROUNDCOVER FROM FLAT, CUTTI NO, LINER, OR PLAN71 NO CONTAINER. O 5" LAYER OF MULCH (DEPTH PER SPECIFICATIONS). Q PLANTI NO BED DEPTH PER SPECIFICATIONS. 2 I CizOUNDGO\lER PL,4NTINC LEGEND: Q SHRUB - CENTER IN PIT. 0 2" DEEP NATERINO BASIN. Q FINISH GRADE. ® AMENDED BACKFILL - REFER TO SPECIFICATIONS. O PLANT 1 NO TABLETS - REFER TO SPECIFICATIONS FOR QUANTITY AND PLACEMENT. © SCARIFY SIDES AND BOTTOM OF PLANT I NO PIT. O NATIVE UNDISTURBED SOIL. ® SET TOP OF R0075ALL 2" ABOVE SURROUND I NO ORADE AND SLOPE FOR DRAINAGE. 5 SHRUB PLAIT I NO 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL 2 2020-04-10 100% BID SET SUBMITTAL 3 2020-04-28 100% BID SET REVIEWED: PLANTINO NOTES IQ ALL TREES WITHIN A SPECIES SHALL HAVE MATCH I NCC � UNIFORM FORM. 2Q ALL LANDSCAPED AREAS TO RECEIVE AUTOMATED I RRI OATI ON. REFER TO PLANT I NC SPECIFICATIONS FOR SOIL PREPARATION, FERTILIZATION, MULCH I NO, AND OTHER ADDITIONAL PLANTI NC INFORMATION. ® ALL PLANT MATERIAL SHALL BE APPROVED 5Y THE ENO I NEER PRIOR TO INSTALLATION. Q F I NAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE ENO I NEER. © CONTRACTOR SHALL NOTIFY THE ENO I NEER 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. Q SEE DETAILS AND SPECIFICATIONS FOR 57AK I NCC METHOD, PLANT P I T DIMENSIONS AND BACKFILL REOU I REMEN75. ® IF CONFLICTS ARISE BETWEEN SIZE OF AREAS AND PLANS, CONTRACTOR TO CONTACT ENGINEER FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO THE ENG I NEER WILL RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE THE MATERIALS. O CONTRACTOR SHALL SUBMIT FOR APPROVAL PHOTOS OF ALL BOXED TREES. PHOTOS SHOULD I NGLUDE A PERSON FOR SCALE PURPOSES. ALL BOX TREES SHALL BE OF QUAL 1 TY AS DETERMINED BY THE OWNER/LANDSCAPE ARCHITECT. MATERIAL FOUND UNSU I7ASLE FOR THE DES I ON OR SPECIFICATION INTENT WILL BE REJECTED. THE CONTRACTOR SHALL ALSO SUBMIT WRITTEN SPEC I F I CA71 ONS FOR ALL PLANT MATERIAL SPECIFIED ON THIS PROJECT PRIOR TO PLAC I NO ORDER. FAILURE TO DO 50 COULD RESULT IN THE REPLACEMENT (AT CONTRACTOR'S EXPENSE) OF ANY PLANTS DETERMINED UNACCEPTABLE BY G I TY / LANDSCAPE ARCHITECT. O IT 15 THE CONTRACTOR'S RESPONSIBILITY TO FURNISH PLANT MA7ER1 ALS FREE OF PESTS OR PLANT DISEASES. PRE -SELECTED OR 'TAGGED' MATERIAL MUST BE I NSPEGTED 5Y THE CONTRACTOR AND CERT 1 F I ED PEST AND DISEASE FREE. 17 15 THE CONTRACTOR'S OBL I OATI ON TO NARRAN7Y ALL PLANT MATERIALS PER THE SPECIFICATIONS. I I CONTRACTOR SHALL BE RESPONSIBLE FOR MAK I NO HIM/HERSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPELINES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESFONS I B I L 1 TY FOR ANY 0057 INCURRED DUE TO DAMAGE OF SAID UTILITIES. CONTRACTOR SHOULD CALL UNDERGROUND SERVICE ALERT (2) FULL WORKING DAYS BEFORE GOMMENG I NO ANY D I OOI NO. PHONE 81 I FOR U.S.A 12 CONTRACTOR SHALL NOT PROCEED WITH CONSTRUCTION AS DESIGNED WHEN 17 15 OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR ORADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURI NO DES I ON. SUCH GOND 1 TI ONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE G 1 TY'S ENOI NEER. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO O 1 VE SUCH N071 F I GAT 1 ON. 13 CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION W 1 TH SUBCONTRACTORS AND CONSTRUCTION MANAGER AS REOU I RED TO ACCOMPLISH PLANTI NO OPERATIONS. 14 LANDSCAPE CONTRACTOR TO REGE I VE SITE GRADED TO +0.10. CONTRACTOR SHALL OBTAIN LETTER OF ORADE CERTIFICATION FROM OWNER PRIOR TO PROJECT EXECUTION. 15 PLANT MATERIAL GUAN71 TI E5 ARE OI VEN FOR CONVENIENCE ONLY. PLANT SYMBOLS AND SPECIFIED BPAC I NO SHALL TAKE PRECEDENCE. CONTRACTOR SHALL VERIFY PLANT MATERIAL OUANTI TI E5 PER PLAN. 16 CONTRACTOR TO ASSURE POSITIVE DRA I NAOE IN ALL PLANT I NO AREAS - 2% MINIMUM ALLOYED. I AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLAN71 NO AREAS, CONTRACTOR SHALL HAVE 5 IL SAMPLES TAKEN AT THE LOCATIONS INDICATED 5Y DE51 ONATI ON (4 TOTAL) . CONTRACTOR SHALL INFORM SOIL TESTI NO LAB OF THE PLANT MATERIAL SPECIFIED IN SOIL TE571 NO LOCATIONS (NA71 VE TREES $ SHRUBS, ORNAMENTAL TREES $ SHRUBS, PALM TREES, BERMUDA SOD, ETC.) 50 THAT APPROPRIATE PLANTING RECOMMENDATIONS CAN BE GIVEN. THESE SAMPLES SHALL BE TESTED BY NAYPOINT ANALYTICAL., OR APPROVED EQUAL, CONTACT: JOE K I EFER (714) 282-8777 FOR SOIL FERTILITY, AORI CULTURAL SUI 7AB I L I TY TEST AND SOIL PREPARATION RECOMMENDATIONS.. TWO SAMPLES SHALL BE TAKEN AT EACH LOCATION: (1) GROUND LEVEL TO 10" DEEP, (2) 24" TO 56" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY I QUART OF SOIL AND BE LABELED PER LOCATION AND DEPTH. CONTRACTOR SHALL INSTALL SOIL PREPARATION AND BAGKF I LL MIX TO CONFORM TO THESE RECOMMENDATIONS ONLY UPON RECEIPT OF WRITTEN CHANCE ORDER FROM OWNER. SUBMIT SOIL REPORT TO G 1 TY'S ENOI NEER PRIOR TO PLANTING. 18 GROUND COVERS AND SHRUBS SHALL BE TRI ANGULARLY SPACED, UNLESS OTHERWISE INDICATED. I q ALL SOIL FOR LANDSCAPE PLANTI NO AREAS OR BERMS SHALL BE OBTAINED FROM ON- SITE EXCAVA71 ONS. SHOULD IMPORT 50I L BE NECESSARY, INDICATE SOURCE LOCATION. SEE PROJECT OEO7E0HN I GAL REPORT. SOIL SHALL BE SANDY LOAM CON7A I N I NO NO TOX I G CHEMICALS OR ELEMENTS NH I GH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. SOIL TESTI NO RESULTS SHALL BE SUBMITTED AND APPROVED PRIOR TO SOIL IMPLEMENTATION. ©O ALL LANDSCAPED AREAS (EXCLUID I NO TURF) SHALL BE MULCHED W 1 TH A 5" DEEP LAYER OF MULCH, PER SPECIFICATIONS, AT THE CONCLUSION OF PLANTING OPERATIONS. 21 AT EDOES OF PLANTI NO AREAS, THE CENTER LINE OF THE LAST RON OF SHRUBS AND/OR GROUND COVER SHALL BE LOCATED NO FARTHER FROM OR CLOSER TO THE EDGE THAN ONE-HALF THE SPECIFIED ON -CENTER BPAC I NO. ©2 REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION, UPON PROVI D I NO SUPPORT PER DETAILS, THIS SHEET. ©3 ROOT BARRIER NOTE: ALL TREES PLANTED W 1 TH I N 10' OF ANY HARDSCAPE ELEMENT (51 DENALKS, WALLS, D.O., PAVERS, CURBS, ETC,.) SHALL RECEIVE ROOT BARRIER BY "DEEP ROOT CORP.". (714) afe?-0865. NUMBER OF PANELS PER TREE PER MANUFACTURER'S RECOMMENDATION. SEE 5PE01 F I GAT I ONS. ® ALL MULCH AREAS ON SLOPES TO REGE I VE JUTE NETTI NO. SEE SPECIFICATIONS. 25 CONTRACTOR SHALL BE RESPONSIBLE FOR MAI NTA I N I NO PROTECTION OF ALL EX I ST I NO SHRUB AND TURF AREAS TO REMAIN DURI NO CONSTRUCTION. DAMAGED SHRUB AND TURF AREAS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. TURF AREAS N 17H I N EX I S71 NO I RR I CATION RENOVATION/RETROFIT ZONES A5 I ND I GATED ON THE PROJECT I RR I OAT I ON PLANS SHALL BE MAINTAINED AND REPAIRED IF NEEDED A17H NEW SOD. © PER PROJECT OEOTECH REPORT: WHERE NEW TREES OR LAROE LAROE SHRUBS ARE TO BE LOCATED IN GLOBE PROXIMITY OF NEW CONCRETE FLATNORK, RI OI D MOISTURE / ROOT BARRIERS SHOULD BE PLACED AROUND THE PERIMETER OF THE FLATNORK TO AT LEAST 2 FEET IN DEPTH IN ORDER TO PROTECT THE FLATNORK FROM POTENTIAL ROOT AND MOISTURE DAMAGE. EX I STI NO MATURE TREES NEED FLA7WORK SHOULD ALSO INCLUDE RI OI D MOISTURE / ROOT BARRIERS PLACED AT LEAST 2 FEET IN DEPTH BELOW THE TOP OF THE FLATNORK. SEE PLANS AND SPECS FOR LOCATIONS. PLANTING NOTES PLANTING DETAILS GRANT HOWALD PARK REHABILITATION (ENGINEER'S SEAL) CITY PROJECT MANAGER DESIGNED:CS DRAWN: TM/TP CITY OF NEWPORT BEACH NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: CS 2019-12-05 DATE: PUBLIC WORKS DEPARTMENT 7476-2 (19P11) L-6.01 P -5264-S SHEET 39 OF 51 :v LO .0 LO I LO O M U O J O) C (6 J N O L E cu 1 E O 1 NUIE:LUNIKACIUR SHALL BE RLSHUNSIBLE FUR HRUVID1% SUBMIIIALS FUR ALL NEW L1UHIINU FIXIURLS,SUBMIIIAL FUR LtbHI1% SHALL BE KUUIED TO CITY OF NEWPORT UTILITIES DEPARTMENT FOR REVIEW AND APPROVAL OF SUBMITTAL PRIOR TO CONTRACTOR PURCHASE AND INSTALLATION FBA Engineering Consulting Electrical Engineers 150 Paularino Avenue Suite A120 Costa Mesa, CA 92626 949.852.9995 • 949.852.1657 (fax) fbaengr.com FBA Job Number: 535.024 UNDERGROUND SERVICE ALERT �ALL� all TWO ^0F, NG DAYS BEFORE YOU D I G 0' 10' 20' 40' �PNOSCApF 5 q, A _ Q N y � ignature r ene�wa a,� N9 —Date �Q T� OP PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 WWW.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone GENERAL NOTES 1. THESES DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COVER A COMPLETE INSTALLATION OF SYSTEMS THE OMISSION OR EXPRESSED REFERENCE TO ANY ITEM OF LABOR OR MATERIALS REQUIRED FOR THE PROPER EXECUTION OF THE WORK IN ACCORDANCE WITH PRESENT PRACTICE OF THE TRADE SHALL NOT RELIEVE THE CONTRACTOR FROM PROVIDING SUCH ADDITIONAL LABOR AND MATERIALS 2 THESE PLANS AND SPECIFICATIONS AND ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH ALL LEGAL AND INDUSTRY REQUIREMENTS AND STANDARDS INCLUDING WITHOUT LIMITATION THE FOLLOWING: a. CALIFORNIA CODE OF REGULATIONS TITLE 24, PARTS 1 AND 2 (CALIFORNIA BUILDING CODE), 2019 EDITION b CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 3 (CALIFORNIA ELECTRICAL CODE), 2019 EDITION. C. CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 6 (CALIFORNIA ENERGY CODE), 2019 EDITION, d CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 9 (CALIFORNIA FIRE CODE), 2019 EDITION e. OTHER REGULATING AGENCIES WHICH MAY HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS, F THE ELECTRICAL SYSTEMS FUNCTIONALITY STANDARDS SET FORTH IN TITLE 7 OF THE CALIFORNIA CIVIL CODE (THE "RIGHT TO REPAIR ACT") g THE MANUFACTURER'S REQUIREMENTS OR RECOMMENDATIONS FOR ANY INCORPORATED PRODUCTS. h THE MOST CURRENT APPROVED ISSUES OF ANY NOTED SPECIFICATIONS, CODES AND STANDARDS, INCLUDING SUPPLEMENTS, UNLESS NOTED OTHERWISE 3 THE PLANS REPRESENT ONLY THE FINISHED ELECTRICAL, FIRE ALARM AND LOW VOLTAGE SYSTEMS, AND THEY ARE NOT INTENDED TO INDICATE OR REQUIRE ANY CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, 4. IN USING THE PLANS FOR BIDDING OR CONSTRUCTION PURPOSES, THE CONTRACTOR IS REQUIRED TO REVIEW ALL OF THE PROJECT'S CONSTRUCTION DOCUMENTS AS A WHOLE IN ORDER TO IDENTIFY ALL REQUIREMENTS THAT DIRECTLY OR INDIRECTLY AFFECT ITS PORTION OF THE ELECTRICAL WORK, EVEN REQUIREMENTS LOCATED IN SECTIONS DESIGNATED AS APPLICABLE TO OTHER TRADES. IN CASE OF CONFLICTS, THE CONTRACTOR SHALL EITHER OBTAIN DIRECTION FROM AN APPROPRIATE OWNER REPRESENTATIVE OR OTHER- WISE APPLY THE MORE STRINGENT REQUIREMENT. 5. IN INTERPRETATING THE PLANS, THE FOLLOWING GENERAL RULES APPLY: a WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS. b. SCALED DIMENSIONS AND GRAPHICALLY SHOWN LOCATIONS ARE TO BE CONSIDERED ONLY APPROXIMATE, FIELD VERIFY DIMENSIONS PRIOR TO BID. c, BECAUSE THE PLANS ARE INTENDED TO SET FORTH THE REQUIREMENTS FOR CONSTRUCTION IN ONLY AN INDUSTRY - STANDARD LEVEL OF QUALITY AND DETAIL, AND THEREFORE ARE INTENDED TO BE SUPPLEMENTED BY APPROPRIATE REQUESTS FOR CLARIFICATION AND INFORMATION, ERRORS AND OMISSIONS AND TO BRING THESE ERRORS AND OMISSIONS TO THE ATTENTION OF AN APPROPRIATE OWNER REPRESENTATIVE IN A TIMELY MANNER AND ASSUMES THE RISK OF THE CONSEQUENCES OF FAILING TO DO SO BEFORE BIDDING OR OTHERWISE PROCEEDING. d. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION, AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES. 6 SUBMITTALS WILL BE REVIEWED BY THE ELECTRICAL ENGINEER, IF AT ALL, ONLY PURSUANT TO THE INDUSTRY -STANDARD PROTOCOL SET FORTH IN AIA DOCUMENT A201, AND IN NO EVENT WILL THE THE SUBMITTAL REVIEW PROCESS RELIEVE OR LESSEN THE SUBMITTING CONTRACTOR'S RESPONSIBILITY FOR AN INAPPROPRIATE SUBMITTAL, 7 IN NO EVENT WILL ANY SITE VISITS BY THE ELECTRICAL ENGINEER CONCERN CONSTRUCTION MEANS AND METHODS OR CONSTRUCTION SAFETY, AND ALL SUCH MATTERS SHALL REMAIN THE SOLE RESPONSIBILITY OF THE CONTRACTOR, 8 COPIES OF THE THE PLANS PROVIDED IN ANY ELECTRONIC FORM ARE SUBJECT TO THE SAME PROVISIONS AS THE OTHER INSTRUMENTS OF SERVICE PREPARED BY OR ON BEHALF OF ELECTRICAL ENGINEER FOR THE PROJECT, INCLUDING WITHOUT LIMITATION THE ENGINEER'S COMMON LAW, STATUTORY OR OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS. A RECIPIENT IS GRANTED AT MOST A TRANSFERABLE NONEXCLUSIVE LICENSE TO REUSE THE PLANS SOLELY FOR PROJECT PURPOSES; AND NO RECIPIENT IS AUTHORIZED TO USE OR TO ALLOW THE USE OF ALL OR ANY PORTION OF THESE PLANS FOR ANY OTHER PURPOSE, AND ANY USE FOR ANY OTHER PURPOSE WOULD CONSTITUTE ACTIONABLE PLAGIARISM. ELECTRICAL ENGINEER PROVIDES DOCUMENTS IN AN ELECTRONIC FORM ONLY IN ITS STANDARD :r M amp FORMATS AND CONVENTIONS AND WITH NO GUARANTEE OF COMPATIBILITY WITH ANY RECIPIENT'S SOFTWARE OR HARDWARE AND ANY USE WITH OR CONVERSION TO OTHER FORMATS OR CONVENTIONS, OR THE USE WITH ANY PARTICULAR SOFTWARE OR HARDWARE, IS AT THE RECIPIENT'S SOLE RISK, 9. LOCATIONS OF EXISTING UTILITIES ARE NOT SHOWN AND CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THIS SITE TO AVOID EXISTING DUCTS, PIPING OR CONDUIT, ETC AND TO PREVENT HAZARD TO PERSONNEL AND/OR DAMAGE TO EXISTING UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN AND INSTALLED BY ANY OTHER CONTRACTS. THE ENGINEER IS NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN OR DETAILED BY ANY OTHER CONTRACTS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER SHOULD SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. 10 REFER TO THE DRAWINGS AND SHOP DRAWINGS OF OTHER TRADES FOR ADDITIONAL DETAILS WHICH AFFECT THE PROPER INSTALLATION OF THIS WORK, 11. THE DRAWINGS INDICATE, IN A DIAGRAMMATIC MANNER, THE DESIRED LOCATIONS AND ARRANGEMENT OF THE COMPONENTS OF ELECTRICAL WORK, DETERMINE EXACT CONDUIT ROUTING, CONDUIT BENDS, AUXILIARY JUNCTION BOXES, SUPPORTS AND UNDEFINED CONSTRUCTION DETAILS AS A JOB CONDITION TO BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE CODE REQUIREMENTS, PROPER JUDGEMENT MUST BE EXERCISED IN EXECUTING THE WORK SO AS TO SECURE THE BEST POSSIBLE INSTALLATION IN THE AVAILABLE SPACE AND TO OVERCOME LOCAL DIFFICULTIES DUE TO SPACE LIMITATIONS OR INTERFERENCE OF CONDITIONS ENCOUNTERED, 12 IN THE EVENT CHANGES IN THE INDICATED LOCATIONS OR ARRANGEMENTS ARE NECESSARY, DUE TO DEVELOPED CONDITIONS IN THE BUILDING CONSTRUCTION OR REARRANGEMENT OF EQUIPMENT, SUCH CHANGES SHALL BE MADE WITHOUT COST PROVIDING THE CHANGE IS ORDERED BEFORE THE CONDUIT RUNS, ETC., AND WORK DIRECTLY CONNECTED TO SAME IS INSTALLED AND NO EXTRA MATERIALS ARE REQUIRED, 13 PROVIDE ALL EQUIPMENT WITH ENCLOSURES LISTED OR LABELED FOR USE AND LOCATION WHERE SUCH EQUIPMENT IS INSTALLED, 14 GROUNDING SHALL BE EXECUTED IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS, BOTH OF THE STATE OF CALIFORNIA AND LOCAL AUTHORITIES HAVING JURISDICTION 15 PROVIDE GROUND WIRE IN EACH CONDUIT CONTAINING CIRCUITS FEEDING RECEPTACLES. THE CONDUIT SHALL NOT BE PERMITTED TO SERVE AS THE ONLY ELECTRICAL GROUND RETURN PATH. 16 PROVIDE HANDLE TIES AT CIRCUIT BREAKERS TO SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS OF MULTI -WIRE BRANCH CIRCUITS WITH A SHARED NEUTRAL 17 UNLESS NOTED OTHERWISE ALL 120 VOLT HOMERUNS OVER 100 FEET SHALL BE #10 AWG MINIMUM, OVER 175 FEET SHALL BE #8 AWG MINIMUM ADJUST CONDUIT SIZE ACCORDINGLY 18 NOTIFY THE ARCHITECT IN WRITING WHEN INSTALLATION IS COMPLETE AND THAT A FINAL INSPECTION OF THIS WORK CAN BE PERFORMED. IN THE EVENT DEFECTS OR DEFICIENCIES ARE FOUND DURING THIS FINAL INSPECTION, THEY SHALL BE CORRECTED TO THE SATISFACTION OF THE ARCHITECT BEFORE FINAL ACCEPTANCE CAN BE ISSUED, 19 PANELBOARDS ARE EXISTING UNLESS NOTED OTHERWISE NEW CIRCUIT BREAKERS SHALL BE THE SAME TYPE AND INTERRUPTING RATING AS EXISTING BREAKERS IN PANEL, 20 WHERE CIRCUIT CHANGES OR ADDITIONS OCCUR IN PANELBOARDS UPDATE PANEL DIRECTORY CARDS WITH NEW TYPE WRITTEN CARDS INDICATION DESCRIPTION OF ALL CIRCUITS, 21 THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE LATEST SCE IMPROVEMENT PLANS FOR FIFTH AVENUE AND SHALL REVIEW PLANS TO FAMILIARIZE THEMSELVES WITH UTILITY LINES, PROPOSED AND EXISTING INFRASTRUCTURE AND ALL RELATED IMPROVEMENTS 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL 2 2020-04-10 100% BID SET SUBMITTAL 3 2020-04-28 100% BID SET NO. I DATE I DESCRIPTION OF REVISIONS APPROVED (ENGINEER'S SEAL) SYMBOL LIST (ALL SYMBOLS NOT NECESSARILY USED ON THESE DRAWINGS) ALL SYMBOL DESCRIPTIONS ARE SUBJECT TO MODIFICATION AS NOTED ON THE DRAWINGS VERIFY EXACT LOCATIONS AND HEIGHTS OF OUTLETS WITH ARCHITECTURAL INTERIOR ELEVATIONS PRIOR TO ROUGH -IN DUPLEX CONVENIENCE RECEPTACLE VERTICAL ON FLUSH WALL MOUNTED OUTLET BOX, +18 JUNCTION BOX INDICATES CONNECTION TO EQUIPMENT AS REQUIRED, TYPICAL. A E-1 PANELBOARD, ADJACENT LINE INDICATES PANEL FRONT. ADJACENT BALLOON INDICATES PANEL DESIGNATION 'A", SEE DRAWING E-3 FOR PANEL SCHEDULE, o CIRCUIT BREAKER STATIONARY (NON-DRAWOUT), SECONDARY VOLTAGE ❑h FUSED SAFETY SWITCH (DISCONNECT), HORSE POWER RATED, MOUNT ON WALL +45", OR ON EQUIPMENT +36". PROVIDE SWITCH AND FUSES SIZED PER EQUIPMENT MANUFACTURER REQUIREMENTS, C� MOTOR CONNECTION. PROVIDE FUSED SAFETY SWITCH (DISCONNECT), HORSE POWER RATED, WALL MOUNTED, +45' OR EQUIPMENT MOUNTED, +36' PROVIDE SWITCH AND FUSES SIZED PER EQUIPMENT MANUFACTURER REQUIREMENTS CONDUIT, INSTALLED CONCEALED IN WALL OR IN CEILING SPACE. 1/2" C - 2 #12 Hi HH 3/4" C - 6 #12 1/2" C-3#12Iern-1r1- 1" C-7#12 3/4' C-4#12 1" C-8#12 3/4' C - 5 #12 SIF 1 1/4# C - 9 #12 CONDUIT, INSTALLED CONCEALED IN OR UNDER FLOOR OR BELOW GRADE, 3/4' CONDUIT MINIMUM ---E--- EXISTING RACEWAY HOMERUN TO PANEL 'B" FOR CIRCUITS 5, 7, 9 WITH SEPARATE NEUTRALS B-5,7,9 +45" MOUNTING HEIGHT TO CENTER LINE IG ISOLATED GROUND AND ISOLATED NEUTRAL OF DEVICE FROM FINISH FLOOR OR EXTERIOR GRADE J -BOX JUNCTION BOX 1�— KEY NOTE CALLOUT, REFER TO KVA KILOVOLT AMPERES CORRESPONDING NOTE ON DRAWING WHERE CALLOUT OCCURS. KW KILOWATT A.F.F. ABOVE FINISH FLOOR LCL LONG CONTINUOUS LOAD A.F.G. ABOVE FINISH GRADE LTG, LTS LIGHTING AWG AMERICAN WIRE GAUGE MCB MAIN CIRCUIT BREAKER AMP, A AMPERE MLO MAIN LUGS ONLY A.I.C. AMPERES INTERRUPTING NEC NATIONAL ELECTRICAL CODE CAPACITY (SYMMETRICAL) NIC NOT IN CONTRACT CIRC.,CKT. CIRCUIT PH. or PHASE CB CIRCUIT BREAKER PROVIDE FURNISH, INSTALL AND CONNECT C CONDUIT REC, RECEPT RECEPTACLE CLCB CURRENT LIMITING CIRCUIT BREAKER RGS RIGID GALVANIZED STEEL C.O. CONDUIT ONLY. SECONDARY 600 VOLTS AND LESS CONN CONNECTED TYP TYPICAL DIA DIAMETER U.N.O. UNLESS NOTED OTHERWISE EMT ELECTRICAL METALLIC TUBING V VOLTS EF EXHAUST FAN VA VOLT AMPERES (E) EXISTING EQUIPMENT TO REMAIN WP WEATHERPROOF FLA FULL LOAD AMPS W WIRE GFI GROUND FAULT CIRCUIT INTERRUPTER. 1P SINGLE POLE GFP GROUND FAULT PROTECTION 2P DOUBLE POLE GRD GROUND 3P TRIPLE POLE SHEET INDEX 40. LIGHT FIXTURE SCHEDULE FBA #535.024 LIGHT FIXTURE SYMBOL TYPE LIGHT FIXTURE DESCRIPTION D Q z _j < W Q �I—�UjU_ ~~ LL �0- z Z W � O — W Z U 2 U_a ~DW X� LL FIXTURE MOUNTING d H- a Q J Y IYW 011 J D O< 5< 0- 2a J� X W I --LU ~O _ ZZ U co a.W QJ J QZ �W — J D a a 2 2 � Q D D JPO Z Q2 a. �D� J Z D _j— _ O Q J Z QQW ~~D OZ_ I-_— Z Q D O Q J 43. S1 LED SINGLE HEAD PARKING LOT LUMINAIRE WITH ONE-PIECE 133 142 SEE DETAIL 1/E-0 04 LED 3000 80 18866 18866 - .� SITE ELECTRICAL PLAN DIE-CAST ALUMINUM HOUSING. TYPE IV DISTRIBUTION, MOUNT ON 46, E-1. 01A PARKING PHOTOMETRIC PLAN 47. E-1 02 SITE ELECTRICAL PLAN 48. ROUND 22' HIGH ALUMINUM POLE WITH 2'-6' HIGH RAISED 02A SITE PHOTOMETRIC PLAN 49. E-2 01 SPORTS FIELD LIGHTING PLANS 50. E-2 02 CONCRETE BASE, COLOR AND FINISH SELECTED BY ARCHITECT, PLANS 51. E-2 03 SPORTS FIELD LIGHTING PLANS PHOTO CONTROL BUTTON MOTION SENSOR FOR ALL NIGHT 50% DIMMING SHALL NOT EXCEED BUG RATING: B5 -UO -G3 SIGNIFY GARDCO PURE FORM 4P26-641_-700-NW-G2-AR-4-UNV POLE #RA45-CB-22'-D1-FINISH S2 LED 42" HIGH SPUN CONCRETE BOLLARD WITH PEARL GRAY ETCHED 60 SEE DETAIL 2/E-0.04 LED 3000 • FINISH, CLEAR ACRYLIC LOUVER, TYPE V DISTRIBUTION AND PHOTO BUTTON CELL. KING LUMINAIRE / STRESSCRETE #KL -C -S -LAC -TYPE V -LED -SSL -4003 -120 -E40 -SBP -PBC S3 8-5/8"W X 4-1/8"DIA, LED FLOOD LIGHT. COPPER FREE ALU, 34 81 IN GROUND W/ LED 3000 80 2744 2744 - .-0 EXTRUSION WITH STAINLESS STEEL HARDWARE AND WITH SHOCK CONCRETE BASE RESISTANT, TEMPERED, CLEAR GLASS LENS,COLOR & FINISH SEE DETAIL 3/E-0 04 SELECTED BY ARCHITECT BK LIGHTING #Y0-1_ED-X44-WW-9-11-BD DRIVER HOUSING #HP2RM SERIES S4 LED 12"X 12"X 7" WALL MOUNT, VANDAL RESISTANT FIXTURE 40 WALL MOUNT LED 3000 5112 .-0 WITH 12 GAUGE ALUMINUM HOUSING, 1/8" POLYCARBONATE LENS, BRONZE FINISH, SUITABLE FOR WET LOCATION AND LIFETIME VANDALISM WARRANTY, LUMINAIRE LED #WVP1212-40W-3000K-BRZ SERIES, NUIE:LUNIKACIUR SHALL BE RLSHUNSIBLE FUR HRUVID1% SUBMIIIALS FUR ALL NEW L1UHIINU FIXIURLS,SUBMIIIAL FUR LtbHI1% SHALL BE KUUIED TO CITY OF NEWPORT UTILITIES DEPARTMENT FOR REVIEW AND APPROVAL OF SUBMITTAL PRIOR TO CONTRACTOR PURCHASE AND INSTALLATION FBA Engineering Consulting Electrical Engineers 150 Paularino Avenue Suite A120 Costa Mesa, CA 92626 949.852.9995 • 949.852.1657 (fax) fbaengr.com FBA Job Number: 535.024 UNDERGROUND SERVICE ALERT �ALL� all TWO ^0F, NG DAYS BEFORE YOU D I G 0' 10' 20' 40' �PNOSCApF 5 q, A _ Q N y � ignature r ene�wa a,� N9 —Date �Q T� OP PLANS PREPARED BY: 31591 Camino Capistrano San Juan Capistrano, CA 92675 WWW.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone GENERAL NOTES 1. THESES DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COVER A COMPLETE INSTALLATION OF SYSTEMS THE OMISSION OR EXPRESSED REFERENCE TO ANY ITEM OF LABOR OR MATERIALS REQUIRED FOR THE PROPER EXECUTION OF THE WORK IN ACCORDANCE WITH PRESENT PRACTICE OF THE TRADE SHALL NOT RELIEVE THE CONTRACTOR FROM PROVIDING SUCH ADDITIONAL LABOR AND MATERIALS 2 THESE PLANS AND SPECIFICATIONS AND ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH ALL LEGAL AND INDUSTRY REQUIREMENTS AND STANDARDS INCLUDING WITHOUT LIMITATION THE FOLLOWING: a. CALIFORNIA CODE OF REGULATIONS TITLE 24, PARTS 1 AND 2 (CALIFORNIA BUILDING CODE), 2019 EDITION b CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 3 (CALIFORNIA ELECTRICAL CODE), 2019 EDITION. C. CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 6 (CALIFORNIA ENERGY CODE), 2019 EDITION, d CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 9 (CALIFORNIA FIRE CODE), 2019 EDITION e. OTHER REGULATING AGENCIES WHICH MAY HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS, F THE ELECTRICAL SYSTEMS FUNCTIONALITY STANDARDS SET FORTH IN TITLE 7 OF THE CALIFORNIA CIVIL CODE (THE "RIGHT TO REPAIR ACT") g THE MANUFACTURER'S REQUIREMENTS OR RECOMMENDATIONS FOR ANY INCORPORATED PRODUCTS. h THE MOST CURRENT APPROVED ISSUES OF ANY NOTED SPECIFICATIONS, CODES AND STANDARDS, INCLUDING SUPPLEMENTS, UNLESS NOTED OTHERWISE 3 THE PLANS REPRESENT ONLY THE FINISHED ELECTRICAL, FIRE ALARM AND LOW VOLTAGE SYSTEMS, AND THEY ARE NOT INTENDED TO INDICATE OR REQUIRE ANY CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, 4. IN USING THE PLANS FOR BIDDING OR CONSTRUCTION PURPOSES, THE CONTRACTOR IS REQUIRED TO REVIEW ALL OF THE PROJECT'S CONSTRUCTION DOCUMENTS AS A WHOLE IN ORDER TO IDENTIFY ALL REQUIREMENTS THAT DIRECTLY OR INDIRECTLY AFFECT ITS PORTION OF THE ELECTRICAL WORK, EVEN REQUIREMENTS LOCATED IN SECTIONS DESIGNATED AS APPLICABLE TO OTHER TRADES. IN CASE OF CONFLICTS, THE CONTRACTOR SHALL EITHER OBTAIN DIRECTION FROM AN APPROPRIATE OWNER REPRESENTATIVE OR OTHER- WISE APPLY THE MORE STRINGENT REQUIREMENT. 5. IN INTERPRETATING THE PLANS, THE FOLLOWING GENERAL RULES APPLY: a WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS. b. SCALED DIMENSIONS AND GRAPHICALLY SHOWN LOCATIONS ARE TO BE CONSIDERED ONLY APPROXIMATE, FIELD VERIFY DIMENSIONS PRIOR TO BID. c, BECAUSE THE PLANS ARE INTENDED TO SET FORTH THE REQUIREMENTS FOR CONSTRUCTION IN ONLY AN INDUSTRY - STANDARD LEVEL OF QUALITY AND DETAIL, AND THEREFORE ARE INTENDED TO BE SUPPLEMENTED BY APPROPRIATE REQUESTS FOR CLARIFICATION AND INFORMATION, ERRORS AND OMISSIONS AND TO BRING THESE ERRORS AND OMISSIONS TO THE ATTENTION OF AN APPROPRIATE OWNER REPRESENTATIVE IN A TIMELY MANNER AND ASSUMES THE RISK OF THE CONSEQUENCES OF FAILING TO DO SO BEFORE BIDDING OR OTHERWISE PROCEEDING. d. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION, AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES. 6 SUBMITTALS WILL BE REVIEWED BY THE ELECTRICAL ENGINEER, IF AT ALL, ONLY PURSUANT TO THE INDUSTRY -STANDARD PROTOCOL SET FORTH IN AIA DOCUMENT A201, AND IN NO EVENT WILL THE THE SUBMITTAL REVIEW PROCESS RELIEVE OR LESSEN THE SUBMITTING CONTRACTOR'S RESPONSIBILITY FOR AN INAPPROPRIATE SUBMITTAL, 7 IN NO EVENT WILL ANY SITE VISITS BY THE ELECTRICAL ENGINEER CONCERN CONSTRUCTION MEANS AND METHODS OR CONSTRUCTION SAFETY, AND ALL SUCH MATTERS SHALL REMAIN THE SOLE RESPONSIBILITY OF THE CONTRACTOR, 8 COPIES OF THE THE PLANS PROVIDED IN ANY ELECTRONIC FORM ARE SUBJECT TO THE SAME PROVISIONS AS THE OTHER INSTRUMENTS OF SERVICE PREPARED BY OR ON BEHALF OF ELECTRICAL ENGINEER FOR THE PROJECT, INCLUDING WITHOUT LIMITATION THE ENGINEER'S COMMON LAW, STATUTORY OR OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS. A RECIPIENT IS GRANTED AT MOST A TRANSFERABLE NONEXCLUSIVE LICENSE TO REUSE THE PLANS SOLELY FOR PROJECT PURPOSES; AND NO RECIPIENT IS AUTHORIZED TO USE OR TO ALLOW THE USE OF ALL OR ANY PORTION OF THESE PLANS FOR ANY OTHER PURPOSE, AND ANY USE FOR ANY OTHER PURPOSE WOULD CONSTITUTE ACTIONABLE PLAGIARISM. ELECTRICAL ENGINEER PROVIDES DOCUMENTS IN AN ELECTRONIC FORM ONLY IN ITS STANDARD :r M amp FORMATS AND CONVENTIONS AND WITH NO GUARANTEE OF COMPATIBILITY WITH ANY RECIPIENT'S SOFTWARE OR HARDWARE AND ANY USE WITH OR CONVERSION TO OTHER FORMATS OR CONVENTIONS, OR THE USE WITH ANY PARTICULAR SOFTWARE OR HARDWARE, IS AT THE RECIPIENT'S SOLE RISK, 9. LOCATIONS OF EXISTING UTILITIES ARE NOT SHOWN AND CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THIS SITE TO AVOID EXISTING DUCTS, PIPING OR CONDUIT, ETC AND TO PREVENT HAZARD TO PERSONNEL AND/OR DAMAGE TO EXISTING UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN AND INSTALLED BY ANY OTHER CONTRACTS. THE ENGINEER IS NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN OR DETAILED BY ANY OTHER CONTRACTS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER SHOULD SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. 10 REFER TO THE DRAWINGS AND SHOP DRAWINGS OF OTHER TRADES FOR ADDITIONAL DETAILS WHICH AFFECT THE PROPER INSTALLATION OF THIS WORK, 11. THE DRAWINGS INDICATE, IN A DIAGRAMMATIC MANNER, THE DESIRED LOCATIONS AND ARRANGEMENT OF THE COMPONENTS OF ELECTRICAL WORK, DETERMINE EXACT CONDUIT ROUTING, CONDUIT BENDS, AUXILIARY JUNCTION BOXES, SUPPORTS AND UNDEFINED CONSTRUCTION DETAILS AS A JOB CONDITION TO BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE CODE REQUIREMENTS, PROPER JUDGEMENT MUST BE EXERCISED IN EXECUTING THE WORK SO AS TO SECURE THE BEST POSSIBLE INSTALLATION IN THE AVAILABLE SPACE AND TO OVERCOME LOCAL DIFFICULTIES DUE TO SPACE LIMITATIONS OR INTERFERENCE OF CONDITIONS ENCOUNTERED, 12 IN THE EVENT CHANGES IN THE INDICATED LOCATIONS OR ARRANGEMENTS ARE NECESSARY, DUE TO DEVELOPED CONDITIONS IN THE BUILDING CONSTRUCTION OR REARRANGEMENT OF EQUIPMENT, SUCH CHANGES SHALL BE MADE WITHOUT COST PROVIDING THE CHANGE IS ORDERED BEFORE THE CONDUIT RUNS, ETC., AND WORK DIRECTLY CONNECTED TO SAME IS INSTALLED AND NO EXTRA MATERIALS ARE REQUIRED, 13 PROVIDE ALL EQUIPMENT WITH ENCLOSURES LISTED OR LABELED FOR USE AND LOCATION WHERE SUCH EQUIPMENT IS INSTALLED, 14 GROUNDING SHALL BE EXECUTED IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS, BOTH OF THE STATE OF CALIFORNIA AND LOCAL AUTHORITIES HAVING JURISDICTION 15 PROVIDE GROUND WIRE IN EACH CONDUIT CONTAINING CIRCUITS FEEDING RECEPTACLES. THE CONDUIT SHALL NOT BE PERMITTED TO SERVE AS THE ONLY ELECTRICAL GROUND RETURN PATH. 16 PROVIDE HANDLE TIES AT CIRCUIT BREAKERS TO SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS OF MULTI -WIRE BRANCH CIRCUITS WITH A SHARED NEUTRAL 17 UNLESS NOTED OTHERWISE ALL 120 VOLT HOMERUNS OVER 100 FEET SHALL BE #10 AWG MINIMUM, OVER 175 FEET SHALL BE #8 AWG MINIMUM ADJUST CONDUIT SIZE ACCORDINGLY 18 NOTIFY THE ARCHITECT IN WRITING WHEN INSTALLATION IS COMPLETE AND THAT A FINAL INSPECTION OF THIS WORK CAN BE PERFORMED. IN THE EVENT DEFECTS OR DEFICIENCIES ARE FOUND DURING THIS FINAL INSPECTION, THEY SHALL BE CORRECTED TO THE SATISFACTION OF THE ARCHITECT BEFORE FINAL ACCEPTANCE CAN BE ISSUED, 19 PANELBOARDS ARE EXISTING UNLESS NOTED OTHERWISE NEW CIRCUIT BREAKERS SHALL BE THE SAME TYPE AND INTERRUPTING RATING AS EXISTING BREAKERS IN PANEL, 20 WHERE CIRCUIT CHANGES OR ADDITIONS OCCUR IN PANELBOARDS UPDATE PANEL DIRECTORY CARDS WITH NEW TYPE WRITTEN CARDS INDICATION DESCRIPTION OF ALL CIRCUITS, 21 THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE LATEST SCE IMPROVEMENT PLANS FOR FIFTH AVENUE AND SHALL REVIEW PLANS TO FAMILIARIZE THEMSELVES WITH UTILITY LINES, PROPOSED AND EXISTING INFRASTRUCTURE AND ALL RELATED IMPROVEMENTS 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL 2 2020-04-10 100% BID SET SUBMITTAL 3 2020-04-28 100% BID SET NO. I DATE I DESCRIPTION OF REVISIONS APPROVED (ENGINEER'S SEAL) SYMBOL LIST (ALL SYMBOLS NOT NECESSARILY USED ON THESE DRAWINGS) ALL SYMBOL DESCRIPTIONS ARE SUBJECT TO MODIFICATION AS NOTED ON THE DRAWINGS VERIFY EXACT LOCATIONS AND HEIGHTS OF OUTLETS WITH ARCHITECTURAL INTERIOR ELEVATIONS PRIOR TO ROUGH -IN DUPLEX CONVENIENCE RECEPTACLE VERTICAL ON FLUSH WALL MOUNTED OUTLET BOX, +18 JUNCTION BOX INDICATES CONNECTION TO EQUIPMENT AS REQUIRED, TYPICAL. A E-1 PANELBOARD, ADJACENT LINE INDICATES PANEL FRONT. ADJACENT BALLOON INDICATES PANEL DESIGNATION 'A", SEE DRAWING E-3 FOR PANEL SCHEDULE, o CIRCUIT BREAKER STATIONARY (NON-DRAWOUT), SECONDARY VOLTAGE ❑h FUSED SAFETY SWITCH (DISCONNECT), HORSE POWER RATED, MOUNT ON WALL +45", OR ON EQUIPMENT +36". PROVIDE SWITCH AND FUSES SIZED PER EQUIPMENT MANUFACTURER REQUIREMENTS, C� MOTOR CONNECTION. PROVIDE FUSED SAFETY SWITCH (DISCONNECT), HORSE POWER RATED, WALL MOUNTED, +45' OR EQUIPMENT MOUNTED, +36' PROVIDE SWITCH AND FUSES SIZED PER EQUIPMENT MANUFACTURER REQUIREMENTS CONDUIT, INSTALLED CONCEALED IN WALL OR IN CEILING SPACE. 1/2" C - 2 #12 Hi HH 3/4" C - 6 #12 1/2" C-3#12Iern-1r1- 1" C-7#12 3/4' C-4#12 1" C-8#12 3/4' C - 5 #12 SIF 1 1/4# C - 9 #12 CONDUIT, INSTALLED CONCEALED IN OR UNDER FLOOR OR BELOW GRADE, 3/4' CONDUIT MINIMUM ---E--- EXISTING RACEWAY HOMERUN TO PANEL 'B" FOR CIRCUITS 5, 7, 9 WITH SEPARATE NEUTRALS B-5,7,9 +45" MOUNTING HEIGHT TO CENTER LINE IG ISOLATED GROUND AND ISOLATED NEUTRAL OF DEVICE FROM FINISH FLOOR OR EXTERIOR GRADE J -BOX JUNCTION BOX 1�— KEY NOTE CALLOUT, REFER TO KVA KILOVOLT AMPERES CORRESPONDING NOTE ON DRAWING WHERE CALLOUT OCCURS. KW KILOWATT A.F.F. ABOVE FINISH FLOOR LCL LONG CONTINUOUS LOAD A.F.G. ABOVE FINISH GRADE LTG, LTS LIGHTING AWG AMERICAN WIRE GAUGE MCB MAIN CIRCUIT BREAKER AMP, A AMPERE MLO MAIN LUGS ONLY A.I.C. AMPERES INTERRUPTING NEC NATIONAL ELECTRICAL CODE CAPACITY (SYMMETRICAL) NIC NOT IN CONTRACT CIRC.,CKT. CIRCUIT PH. or PHASE CB CIRCUIT BREAKER PROVIDE FURNISH, INSTALL AND CONNECT C CONDUIT REC, RECEPT RECEPTACLE CLCB CURRENT LIMITING CIRCUIT BREAKER RGS RIGID GALVANIZED STEEL C.O. CONDUIT ONLY. SECONDARY 600 VOLTS AND LESS CONN CONNECTED TYP TYPICAL DIA DIAMETER U.N.O. UNLESS NOTED OTHERWISE EMT ELECTRICAL METALLIC TUBING V VOLTS EF EXHAUST FAN VA VOLT AMPERES (E) EXISTING EQUIPMENT TO REMAIN WP WEATHERPROOF FLA FULL LOAD AMPS W WIRE GFI GROUND FAULT CIRCUIT INTERRUPTER. 1P SINGLE POLE GFP GROUND FAULT PROTECTION 2P DOUBLE POLE GRD GROUND 3P TRIPLE POLE SHEET INDEX 40. E-0 01 GENERAL NOTES & SYMBOL LIST 41. E-0.02 SINGLE LINE DIAGRAMS, PANEL SCHEDULES 42, E-0.03 RESTROOM LIGHTING PLAN 43. E-0.04 DETAILS 44, E-0. 05 TITLE 24 45. E-1.01 SITE ELECTRICAL PLAN 46, E-1. 01A PARKING PHOTOMETRIC PLAN 47. E-1 02 SITE ELECTRICAL PLAN 48. E-1 02A SITE PHOTOMETRIC PLAN 49. E-2 01 SPORTS FIELD LIGHTING PLANS 50. E-2 02 SPORTS FIELD LIGHTING PLANS 51. E-2 03 SPORTS FIELD LIGHTING PLANS REVIEWED: GENERAL NOTES & SYMBOL LIST GRANT HOWALD PARK REHABILITATION CITY PROJECT MANAGER DESIGNED: CS DRAWN: TM/TP CITY OF NEWPORT BEACH CHECKED: CS 2019-12-05 DATE: PUBLIC WORKS DEPARTMENT 7476-2 (19P11) E-0.01 P -5264-S SHEET 40 OF 51 WE WE LO :n LO :N LO :n LO c O M U O J N N L_ E c� r E M ri a) C CB - INDICATES NEW CIRCUIT BREAKER, TYPE TO MATCH EXISTING, MATCH A,I,C, RATING OF EXISTING. N - INDICATES NEW OR CHANGED LOAD ON EXISTING CIRCUIT. E - INDICATES PROJECT NO. 535024 VOLTS 120/240 535024 EXISTING PANELBOARD A VOLTS 120/240 PANELBOARD BB MAIN L.O. PHASE 1PH, 3W MAIN L.O. MAIN L.O. BUS 100A MTG SURFACE BUS 200A LOCATION RESTROOM BUILDING MTG SURFACE <- LOAD (VA) -> LOAD 400A OUTLET <- <- LOAD (VA) -) LOAD OUTLET CKT A B TYPE BKR QUAN DESCRIPTION OUTLET CKT A B TYPE BKR QUAN DESCRIPTION 1 280 ----- L 20/1 7 N -EXTERIOR LTS OUTLET A 2 360 ----- 1242 R 20/1 2 E -RESTROOM RECEPTS 3 ----- 160 L 20/1 4 N -RESTROOM LTS CKT B 4 ----- 360 R 20/1 2 E-ELEC RM, RECEPTS 5 780 ----- L 20/1 1452 E -STORAGE LTS L A 6 360 ----- 2 R 20/1 2 E -STORAGE RM. RECEPTS 7 ----- 100 G 20/1 N -POLE E-IRRIG. CONTROLLER 20/1 B 8 ----- 100 G 20/1 E -TIME SWITCH 9 ----- B 4 SPACE 2184 A 10 ----- B 8 SPACE 11 ----- 1452 ----- SPACE 30/2 B 12 ----- 2184 ----- E -AV PANEL SPACE 13 ----- N -POLE B1 SPACE 20/1 A 14 ----- L - SPACE 15 ----- 8 ----- SPACE L B 16 ----- 13 966 SPACE 17 ----- ----- L SPACE N -POLE B2 A 18 ----- 20/1 L SPACE 19 ----- 500 L SPACE ----- B 20 ----- ---- B SPACE 41 ----- 20/1 L - ---- 20/1 E -EXTERIOR COLUMN LTS A 13 100 ----- CONNECTED: 20/2 CB-MUSCO CONTROL CABINET A L. C. L. @ 1257 = 1525 L LOAD TYPE: VA AMPS ----- 500 RECEPT. ( ) 10 kVA @ 50%) L00 = 1080 ---- B 16 PHASE A = 1780 15 2184 L - KITCHEN @ 65% = E -EXISTING LOAD 17 G - GENERAL (1007) M - MOTOR (1007) PHASE B = 720 6 30/2 N -POLE C2 A OTHER LOAD @ 100% 520 ----- = 200 20/1 4 L - L.C.L. (1257) Ml - MOTOR (1257) LIGHTS ----- 19 ----- TOTAL VA = 2805 B R - RECEPTACLE ( 50%) X - X-RAY (100%) 390 L 20/1 3 N -POLE AREA LIGHTS E -TV RECEPT 21 2184 ----- (10 kVA @ 100%) Xl - X-RAY ( 507) TOTAL = 2500 10 N -POLE D2 A 22 TOTAL AMPS = 12 20/1 K - KITCHEN ( 65%) CB - INDICATES NEW CIRCUIT BREAKER, TYPE TO MATCH EXISTING, MATCH A,I,C, RATING OF EXISTING. N - INDICATES NEW OR CHANGED LOAD ON EXISTING CIRCUIT. E - INDICATES EXISTING CIRCUIT TO REMAIN. PROJECT NO, CB - INDICATES NEW CIRCUIT BREAKER, TYPE TO MATCH EXISTING, MATCH A,I,C, RATING OF EXISTING. C - INDICATES CIRCUIT ROUTED THROUGHTPOLE CONTRACTOR CONTROLLED BY PHOTOCELL ITIMECLOCK] ON /PHOTOCELL ITIMECLOCK] OFF. N - INDICATES NEW OR CHANGED LOAD ON EXISTING CIRCUIT, E - INDICATES EXISTING CIRCUIT TO REMAIN. F1 EXISTING POLE TO BE REMOVED, DISCONNECT CONDUCTORS FROM CIRCUIT BREAKER AND LABEL AS SPARE. ❑2 REPLACE EXISTING CIRCUIT BREAKER WITH 30A, 2 POLE BREAKER. BREAKER TYPE AND A.I.C. RATING TO MATCH EXISTING. PROJECT NO, 535024 VOLTS 120/240 VOLTS 120/240 PANELBOARD BB MAIN L.O. MAIN L.O. PHASE 1PH, 3W BUS 200A MTG SURFACE BUS 400A ROOM <- MTG SURFACE OUTLET LOCATION RESTROOM BUILDING <- LOAD (VA) -> LOAD OUTLET CKT A <- LOAD (VA) -> LOAD OUTLET DESCRIPTION CKT <- LOAD (VA) -> LOAD OUTLET BKR QUAN DESCRIPTION 1 1242 CKT A B TYPE BKR QUAN DESCRIPTION 2 CKT A B TYPE BKR QUAN DESCRIPTION 1380 1 1452 ----- L 30/2 N -POLE Al A 2 2184 ----- E -SERVING RM RECEPTS L 30/2 N -POLE D1 20/1 E -STORAGE RM LTS 3 ----- 1452 L - ---- B 4 ----- 2184 L - ---- B 8 ----- 5 1452 ----- L 30/2 N -POLE A2 A 6 2184 ----- E -AV PANEL L 30/2 N -POLE B1 G 20/1 7 ----- 1452 L - ---- B 8 ----- 2184 L - ---- E -EXISTING LOAD 13 966 9 L ----- L 30/2 N -POLE B2 A 10 ----- 20/1 L 30/2 E -SPARE 500 L it ----- B L - ---- B 12 ----- 17 L - ---- 20/1 E -EXTERIOR COLUMN LTS A 13 100 ----- G 20/2 CB-MUSCO CONTROL CABINET A 14 2184 ----- G L 30/2 N -POLE C1 ----- 500 15 ----- L00 G - ---- B 16 ----- 2184 L - ---- G 20/1 E -EXISTING LOAD 17 1452 ----- L 30/2 N -POLE C2 A 18 520 ----- 500 L 20/1 4 N -POLE AREA LIGHTS ----- 19 ----- 1452 L - ---- B 20 ----- 390 L 20/1 3 N -POLE AREA LIGHTS E -TV RECEPT 21 2184 ----- L 30/2 N -POLE D2 A 22 100 ----- ----- G 20/1 E -TIME CLOCK 30 660 ----- 23 ----- 2184 L - ---- B 24 ----- 100 G 20/1 E -CONTROL RELAYS TYPE: 25 500 ----- G 20/1 E -VENDING A 26 360 ----- G 20/1 E -OB CAB PHASE A = 27 ----- 500 G 20/1 E -VENDING B 28 ----- GENERAL (1007) M - MOTOR (100%) PHASE B = 11744 98 29 100 ----- G 20/1 N-MUSCO CONTROL CABINET A 30 ----- TOTAL VA = 31 ----- R - RECEPTACLE ( 20/1 E -SPARE B 32 ----- 33 100 ----- G 20/1 1 CB -IRRIGATION CONTROLLER A 34 ----- K - KITCHEN ( 65%) 35 ----- 334 L 20/1 4 CB -PARKING LOT/SIGN LTS B 36 ----- 37 ----- A 38 ----- 39 ----- B 40 ----- 41 ----- CONNECTED: L. C. L. @ 1257 = 34285 LOAD TYPE: VA AMPS RECEPT, ( > 10 kVA @ 50%) = PHASE A = 14872 124 KITCHEN @ 65% = G - GENERAL (1007) M - MOTOR (100%) PHASE B = 14516 121 OTHER LOAD @ 100% = 1960 L - L.C.L. (1257) Ml - MOTOR (1257) TOTAL VA = 36245 R - RECEPTACLE ( 50%) X - X-RAY (100%) (10 kVA @ 100%) Xl - X-RAY ( 507) TOTAL = 29388 122 TOTAL AMPS = 151 K - KITCHEN ( 65%) CB - INDICATES NEW CIRCUIT BREAKER, TYPE TO MATCH EXISTING, MATCH A,I,C, RATING OF EXISTING. C - INDICATES CIRCUIT ROUTED THROUGHTPOLE CONTRACTOR CONTROLLED BY PHOTOCELL ITIMECLOCK] ON /PHOTOCELL ITIMECLOCK] OFF. N - INDICATES NEW OR CHANGED LOAD ON EXISTING CIRCUIT, E - INDICATES EXISTING CIRCUIT TO REMAIN. F1 EXISTING POLE TO BE REMOVED, DISCONNECT CONDUCTORS FROM CIRCUIT BREAKER AND LABEL AS SPARE. ❑2 REPLACE EXISTING CIRCUIT BREAKER WITH 30A, 2 POLE BREAKER. BREAKER TYPE AND A.I.C. RATING TO MATCH EXISTING. isoffilIl NOTE: ALL ELECTRICAL SHOWN IS EXISTING, EX, SCE CO, SERVICE ( 1) -4" SCH, 80, UTILITY "LONG SWEE OUT TO P. 0. C. EX. MAIN SWITCHBOARD "MS" 120/24OV-10-3W 50KAIC 400A U. G. P. S. 400AS 2P(R) 400AF SYSTEM GROUND M 400A BUS J EX. 1 1/2"C. , 3#3/0 COMMUNITY YOUTH CENTER SINGLE LINE DIAGRAM SCALE: NTS EX, MAIN SWITCHBOARD 120/24OV-10-3W 400AMP F M U. G. P. S. I b 400AF 2P I 1100P J 400P ) I I L — L I I I I I I I I I I I I I EX. 4" C. (SCE SERVICE) INTERIOR ELEC, ROOM WALL EX, PANEL 'BB' EX, TIMECLOCK F F L LJ I I o0 1 1 — To T t r0 EX. 1 1/2'C, - 3#1 & GRD. EX, 4" C, - 3#500MCM & GRD. CB - INDICATES NEW CIRCUIT BREAKER, TYPE TO MATCH EXISTING, MATCH A,I,C, RATING OF EXISTING. N - INDICATES NEW OR CHANGED LOAD ON EXISTING CIRCUIT. HOWALD PARK SINGLE LINE DIAGRAM E - INDICATES EXISTING CIRCUIT TO REMAIN. SCALE: NTS FBA Engineering Consulting Electrical Engineers 150 Paularino Avenue Suite A120 Costa Mesa, CA 92626 949.852.9995 • 949.852.1657 (fax) fbaengr.com FBA Job Number: 535.024 PANEL SCHEDULES UNDERGROUND SERVICE ALERT CALL all TWO WOR<NG D?Y5 BEFORE YOU r,)16 7== 0'10' 20' 40' SCALE: 1 NONE �pNvO` I/lAp PLANS PREPARED BY: BACH z �� ��,� ASF y� � ■ 31591 Camino Capistrano Signature San Juan Capistrano, CA 92675 Qty ene�� www.RJMdesigngroup.comP [949] 493-2690 fax ATF O \ �\ [949] 493-2600 phone Rj M CA 1 1 2020-03-24 1 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL 2 1 2020-04-10 1 100% BID SET SUBMITTAL 3 2020-04-28 100% BID SET NO. DATE DESCRIPTION OF REVISIONS REVIEWED: (ENGINEER'S SEAL) CITY PROJECT MANAGER DESIGNED: DRAWN: CS TM/TP APPROVED CHECKED: DATE: CS 2019-12-05 EX.MUSCO CONTROL PANELS TO BE REPLACED WITH NEW MUSCO CONTROL CABINET I - EX. PANEL 'A' I L_ _JT SINGLE LINE DIAGRAMS, PANEL SCHEDULES GRANT HOWALD PARK REHABILITATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 7476-2 (19P11) E-0.02 P -5264-S SHEET 41 OF 51 PROJECT NO, 535024 VOLTS 120/240 EXISTING PANELBOARD A MAIN L.O. PHASE 1PH, 3W BUS 200A MTG SURFACE LOCATION YOUTH CENTER ELEC, ROOM <- LOAD (VA) -> LOAD OUTLET <- LOAD (VA) -> LOAD OUTLET CKT A B TYPE BKR QUAN DESCRIPTION CKT A B TYPE BKR QUAN DESCRIPTION 1 1242 ----- L 20/1 E -MEETING RM LTS A 2 1400 ----- R 20/1 E-RECEPTS 3 ----- 1380 L 20/1 E-REC RM LTS B 4 ----- 720 R 20/1 E -SERVING RM RECEPTS 5 1224 ----- L 20/1 E -STORAGE RM LTS A 6 900 ----- G 20/1 E -EXISTING LOAD 7 ----- 1794 L 20/1 E -MULTI-PURPOSE RM LTS B 8 ----- 900 G 20/1 E -EXISTING LOAD 9 720 ----- G 20/1 E -AV PANEL A 10 1260 ----- G 20/1 E -EXISTING LOAD ll ----- 360 R 20/1 E -AV RECEPT B 12 ----- 1080 G 20/1 E -EXISTING LOAD 13 966 ----- L 20/1 E -LOBBY LTS A 14 720 ----- R 20/1 E -LOBBY RECEPT 15 ----- 500 L 20/1 E -EXTERIOR ENTRY LTS B 16 ----- 1080 R 20/1 E -LOUNGE RECEPT 17 432 ----- L 20/1 E -EXTERIOR COLUMN LTS A 18 1200 ----- G 20/1 E-REFRIG, 19 ----- 200 G 20/1 E -EXISTING LOAD B 20 ----- 500 G 20/1 E -EXISTING LOAD 21 240 ----- G 20/1 E -EXISTING LOAD A 22 500 ----- G 20/1 E -EXISTING LOAD 23 ----- 1030 G 20/1 E -EXISTING LOAD B 24 ----- 500 G 20/1 E -EXISTING LOAD 25 897 ----- L 20/1 E-OFFICE/CORRIDOR/LOUNGE LTS A 26 500 ----- G 20/1 E -EXISTING LOAD 27 ----- 1200 G 20/1 E -TV RECEPT B 28 ----- 500 G 20/1 E -EXISTING LOAD 29 600 ----- L 20/1 10 CB -BOLLARDS A 30 660 ----- L 20/1 11 CB -BOLLARDS CONNECTED: L. C. L. @ 1257 = 12119 LOAD TYPE: VA AMPS RECEPT, ( > 10 kVA @ 507) = 4280 PHASE A = 13461 112 KITCHEN @ 65% = G - GENERAL (1007) M - MOTOR (100%) PHASE B = 11744 98 OTHER LOAD @ 100% = 11230 L - L, C. L. (1257) Ml - MOTOR (1257) TOTAL VA = 27629 R - RECEPTACLE ( 50%) X - X-RAY (1007) (10 kVA @ 100%) Xl - X-RAY( 507) TOTAL = 25205 105 TOTAL AMPS = 115 K - KITCHEN ( 65%) isoffilIl NOTE: ALL ELECTRICAL SHOWN IS EXISTING, EX, SCE CO, SERVICE ( 1) -4" SCH, 80, UTILITY "LONG SWEE OUT TO P. 0. C. EX. MAIN SWITCHBOARD "MS" 120/24OV-10-3W 50KAIC 400A U. G. P. S. 400AS 2P(R) 400AF SYSTEM GROUND M 400A BUS J EX. 1 1/2"C. , 3#3/0 COMMUNITY YOUTH CENTER SINGLE LINE DIAGRAM SCALE: NTS EX, MAIN SWITCHBOARD 120/24OV-10-3W 400AMP F M U. G. P. S. I b 400AF 2P I 1100P J 400P ) I I L — L I I I I I I I I I I I I I EX. 4" C. (SCE SERVICE) INTERIOR ELEC, ROOM WALL EX, PANEL 'BB' EX, TIMECLOCK F F L LJ I I o0 1 1 — To T t r0 EX. 1 1/2'C, - 3#1 & GRD. EX, 4" C, - 3#500MCM & GRD. CB - INDICATES NEW CIRCUIT BREAKER, TYPE TO MATCH EXISTING, MATCH A,I,C, RATING OF EXISTING. N - INDICATES NEW OR CHANGED LOAD ON EXISTING CIRCUIT. HOWALD PARK SINGLE LINE DIAGRAM E - INDICATES EXISTING CIRCUIT TO REMAIN. SCALE: NTS FBA Engineering Consulting Electrical Engineers 150 Paularino Avenue Suite A120 Costa Mesa, CA 92626 949.852.9995 • 949.852.1657 (fax) fbaengr.com FBA Job Number: 535.024 PANEL SCHEDULES UNDERGROUND SERVICE ALERT CALL all TWO WOR<NG D?Y5 BEFORE YOU r,)16 7== 0'10' 20' 40' SCALE: 1 NONE �pNvO` I/lAp PLANS PREPARED BY: BACH z �� ��,� ASF y� � ■ 31591 Camino Capistrano Signature San Juan Capistrano, CA 92675 Qty ene�� www.RJMdesigngroup.comP [949] 493-2690 fax ATF O \ �\ [949] 493-2600 phone Rj M CA 1 1 2020-03-24 1 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL 2 1 2020-04-10 1 100% BID SET SUBMITTAL 3 2020-04-28 100% BID SET NO. DATE DESCRIPTION OF REVISIONS REVIEWED: (ENGINEER'S SEAL) CITY PROJECT MANAGER DESIGNED: DRAWN: CS TM/TP APPROVED CHECKED: DATE: CS 2019-12-05 EX.MUSCO CONTROL PANELS TO BE REPLACED WITH NEW MUSCO CONTROL CABINET I - EX. PANEL 'A' I L_ _JT SINGLE LINE DIAGRAMS, PANEL SCHEDULES GRANT HOWALD PARK REHABILITATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 7476-2 (19P11) E-0.02 P -5264-S SHEET 41 OF 51 ^J l0 :h L0 I L0 L0 O M U O J 0) c c6 ^L J N N CL_ C N� 1 E M ri 10.9 12.3 13.6 14.6/ 15.5 16.1 15.9 15.2 14.2 12.9 11.3 9.6 8.1 6.9 + + + + 12.0 13.9 16.0 7.7 + + + 18.8 19.4 19.3 + + 18.5 17.1 + + + 15.2 12.7 10.3 + + 8.2 6.4 Lamp RR #1 Filename Lumens Per Lamp Light Loss Factor +13.0 +15.7 8.6 +21.1 i 22.7 +2 5 +23.3 +22.4 +20.5 +17.7 +14.6 +11.0 +4.3 +2.9 + + 13.3 + 0.1 2. + + 2 2 + 8 40 + 24.5 22.2 + + 19.3 15.6 1 + + 1.7 1.9 OA-3 .5 .3 A-3 1 .0 .2 1. 1.0 1. A-3 b 11.1 F12.9 + 16.1 + 19.1 +22.0 +22.4 +23.2 + 1 1 .4 i +15.6 +12. +2.2 2X11.2 +12.8 +15.8 +18.5 +20.6 +21.3 +21.9 +�1.3 +20.8 18.0 +14.8 +11. RR #2 + + + + + + + + + + + + + + 5.1 6.7 9.2 11.7 14.2 16.2 17.6 18.3 18.7 18.1 17.3 15.3 13.1 10. + + + + + + + + + + + + + + 5.7 6.9 8.5 10.2 11.9 13.3 14.3 14.7 14.9 14.5 13.9 12.6 11.0 9.6 Schedule Label Quantity Manufacturer Catalog Number Lamp Number Lamps Filename Lumens Per Lamp Light Loss Factor Wattage S4 4 Luminaire LED, Inc., Edison, LVP1212-40W-4000K-CP LED 180 LVP1212-40W-4000K-CP.IES 27 0.9 40 New Jersey, 08817 Statistics Description Symbol Avg Max Min Max/Min Avg/Min RR #1 + 15.4 fc 25.8 fc 1.0 fc 25.8:1 15.4:1 RR #2 + 14.6 fc 23.2 fc 2.2 fc 10.5:1 6.6:1 A-1 L/ KEY NOTES TYPICAL O1 OREPLACE EXISTING FIXTURE, CONNECT NEW FIXTURE TO EXISTING LIGHTING CIRCUITS. PATCH AND PAINT AROUND NEW FIXTURE AS NECESSARY TD MATCH SURROUNDING SURFACES. SCALE: SCALE: RESTROOM PHOTOMETRIC PLAN 11/4'=l' -O' 121 RESTROOM LIGHTING PLAN UNDERGROUND SERVICE N0SCAp 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL REVIEWED: �P F q PLANS PREPARED BY: RESTROOM LIGHTING PLAN 7476-2 gACH (19P11) 2 Q� �� o ALERT g �,� tis �, �■ 2 2020-04-10 100% BID SET SUBMITTAL FBA Engineering �� GRANT HOWALD PARK REHABILITATION ���/D � A L L ; V n p 3 2020-04-28 100% BID SET (ENGINEER'S SEAL) i Consulting Electrical Engineers L3 C) 10372 I J --� 31591 Camino Capistrano O tY � l\ gnatur O 150 Paularino Avenue Suite A120 p. 09-30-20 l� Q�� San Juan Capistrano, CA 92675 CITY PROJECT MANAGER Costa Mesa, CA 92626 enewa Faate www.RJMdesi n rou com amp i� 949.852.9995 • 949.852.1657 (fax) * F� GPS N Q- 9 9 p' DESIGNED: DRAWN: fbaengr.com q�, ��CA`\� ` TWO WOR<1NG D?�Y5 0' 10' 20' 40' �TF�-o��\ [949]4932600 phoneM CS TM/TP CITY OF NEWPORT BEACH P -5264-S [949] 493 2690 fax FBA Job Number: 535.024 BEFORE YOU DIG OF CA0� ' NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: PUBLIC WORKS DEPARTMENT 42 51 i CS 2019-12-05 SHEET OF ri a) C L FBA Engineering Consulting Electrical Engineers 150 Paularino Avenue Suite A120 Costa Mesa, CA 92626 949.852.9995 • 949.852.1657 (fax) fbaengr.com FBA Job Number: 535.024 12" FLOOD LIGHT ADJUSTMENT KNUCKLE NOTE: AIM FLOOD LIGHT AT SIGNAGE DURING HOURS OF DARKNESS, ADJUST BARN DOORS TO SHINE LIGHT ONLY ON SIGN. STABILITY FLANGE SLOPE CONCRETE FINISH GRADE 112' EMT 14, 5' STABILITY (FLANGE ROUGH a DRIVER HOUSING (1 CONCRETE BASE SAND FOR DRAINAGE CONDUIT F DIA. � FIXTURE TYPE S4 H1 5 FIXTURE TYPE S3 MOUNTING DETAILI� 3 %q' CRUSE ROCK BAS INSTALL (2) PER BOX 2X"x4")m COMMON RED BRICK. CITY EISEL EN PULL BO; EQUAL M HIGH VOL CONDUIT PER PLAN SECTION A -A NOTE : 1. AFTER CONDUCTORS ARE INSTALLED, ALL CONDUIT ENDS SHALL BE SEALED WITH DUCT SEAL OR PRE - APPROVED EQUAL , 2. PROVIDE BRYCE FASTENERS WITH TAMPER RESISTANT PENTA NUTS. UNDERGROUND SERVICE ALERT CALL TWO WOR<NG DAY5 BEFORE YOU D 1 G PULL BOX DETAILS INTSSCALE: 4 �P�IDSCApF PLANS PREPARED BY: 7 0' 10' 20' 40' 1 __4 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone RIM a 16" FINISH GRADE OR PAVING WHERE OCCURS ]OR BOLTS POURED 3ELOW FINISHED GRADE 1z " 0 FIXTURE TYPE S2 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL 2020-04-10 100% BID SET SUBMITTAL 2020-04-28 100% BID SET DATEI DESCRIPTION OF REVISIONS BASEPLATE OPTION 2: SBP 5/8" HOLES DNA 10"0 B. C. 2 1/2"0 WIRE ACCESS HOLE MOUNTING DETAIL INTSLE: REVIEWED: APPROVED (ENGINEER'S SEAL) 2 CITY PROJECT MANAGER DESIGNED: DRAWN: CS TM/TP CHECKED: DATE: CS 2019-12-05 1#6 GROUND WIRE BOLT COVER FILL AND SACK EXPOSED TOP AND SIDES FOR SMOOTH FINISH FOUR ALL THREAD GALVANIZED ANCHOR BOLTS EACH WITH TWO NUTS AND WASHERS TO ANCHOR AND ALIGN POLE, (AS PE POLE MANUFACTURERS SPE 3' SQ X 1/4' THICK q WASHER WITH TOP AND BOTTOM NUTS CONCRETE BASE (f' = 4500 PSI) CONDUIT, TYPICAL PER PLANS ENLARGED BOLT/WASHER DETAIL - A NUT L 6 20' DIAMETER 22'-0' ALIGN POLE PLUMB AND VERTICAL HANDHOLE WITH WEATHERPROOF COVER AND GROUNDING LUG, GROUND LUG LEVELING NUTS (2 PER ANCHOR BOLT) DRY PACK UNDER BASE SLOPE AWAY FROM POLE 8" TAIL TYP 1' RADIUS (4) #3 REBAR ® CIRCULAR HOOPS AT 2' OC AT TOP W/1356 HOOKS ON TAILS 30' ABOVE GRADE GROUND LUG GRADE #5 REBAR © CIRCULAR HOOPS AT 12' OC AT W/135° HOOKS ON TAILS 6'-0' BELOW GRADE 6#5 VERT. REBAR 3" CLEAR #3 CIRCULAR HOOP TIES — NOTES: 1. SEE LANDSCAPE DRAWINGS DETAIL FOR ADDITIONAL INFORMATION. 2. ALL REBAR SHALL BE EPDXY COATED. FIXTURE TYPE S1 POLE BASE DETAILINTS� � DETAILS 7476-2 GRANT HOWALD PARK REHABILITATION (19P11) E-0.04 CITY OF NEWPORT BEACH P -5264-S PUBLIC WORKS DEPARTMENT SHEET 43 OF 51 ti LO :h LO LO .�J :N LO :n LO c O +J M U O J ri C STATE OF CALIFORNIA Outdoor Lighting NRCC-LTO-E (Created 9/17) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-E Project Name: Grant Howald Park Rehabilitation lReport Page: Page 3 of 6 Project Address: Public Works Department IDate Prepared: 12/13/2019 Table Instructions: Complete this table demonstrating 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 (ie 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. When an option having a * is selected, the notes section of this table must be completed. The lighting controls section of the Compliance Summary Table on the first poge will show "DOES NOT COMPLY" if the notes are left blank. For each requirement in columns 02 through 07, do not leave the field blank, instead select NA or Exempt* from the dropdown list to indicate not applicable or an exemption. Mandatory Controls 01 02 03 04 05 06 07 08 Area Description Motion Sensor: Incandescent>100W §130.2(a)§130.2(c)5 Shut -Off §130.2(c)1 Auto -Schedule §130.2(c)2 Motion Sensor §130.2(c)3 Sales Frontage §130.2(c)4 Fa4ade, Ornament, Outdoor Dining Field Inspector Pass Fail Excluded per §140.7(a) Parking Lot NA: No Incand>100W Photocontrol Yes NA: Mounted>24ft NA: No Sales Front Ltg No Applicable Ltg Ll ❑ Walk Way NA: No Incand>100W Photocontrol Yes NA: Pole1575W NA: No Sales Front Ltg No Applicable Ltg D ❑ *NOTES: Controls with a * require a note in the space below explaining how compliance is achieved. EX. Not permitted by health & safety to be turned off; EXCEPTION 1 to §130.2(c). Mfr. Spec' I. LIGHTING POWER ALLOWANCE (per1§ 40.7) Table Instructions: Please complete this table for areas using the allowance calculations per1§ 40.7. General Hardscape Allowance is per Table .140.7-A while "Use it or lost it" Allowances are per Table 140.7-B. 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 for another "Use it or lose it" allowance. ❑ 01 General Hardscape Allowance "Use it or lose it" Allowance (Watts) ❑ Per Application ❑ Sales Frontage ❑ Ornamental E] Per Specific Area I Table I (below) Table J Table K Table L Table M Calculated General Hardscape Lighting Power Allowance per Table 140.7-A 02 03 04 05 06 07 08 09 Area Description Area Wattage Allowance (AWA) Linear Wattage Allowance (LWA) Total General AWA + LWA (Watts) Illuminated Allowed Density Area (ft') (W/ft2) Area Allowance (Watts) Perimeter Allowed Density Linear Allowance Length (If) (W/If) (Watts) Parking Lot 9,048 0.04 361.92 412 0.35 144.2 506.12 Walk Way 6,783 0.04 271.32 1,154 0.35 403.9 675.22 Initial Wattage Allowance for Entire Site (Watts): 520 Total General Hardscape Allowance (Watts):1 1,701.34 CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance: http://www.energy.ca.gov/title24/2016standards STATE OF CALIFORNIA Outdoor Lighting NRCC-LTO-E (Created 9/17) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO- Project Name: Grant Howald Park Rehabilitation lReport Page: Page 2 of Project Address: Public Works Department IDate Prepared: 12/13/201 ). EXCEPTIONAL CONDITIONS This table is auto -filled with uneditoble comments because of selections made or data entered in tables throughout the form. Jo exceptional conditions apply to this project. :. ADDITIONAL REMARKS 02 This table includes remarks made by the permit applicant to the Authority Having Jurisdiction. F. OUTDOOR LIGHTING FIXTURE SCHEDULE 6 Table Instructions: For new or altered lighting systems demonstrating compliance with 140.7 (ie Table I has expanded for input), include all luminaires being installed and any existing luminaires remaining or being moved within the spaces covered by the permit application in the Table below. For altered lighting systems using the Existing Power method per §141.0U2L (ie Table N has expanded far input), include only new luminaires being installed and replacement luminaires being installed as part of the project scope (ie, do not include existing luminaires remaining or existing luminaires being moved). Designed Wattage: 01 02 03 04 05 06 07 08 09 10 Name or Item Tag Complete Luminaire Description Watts per luminaire) How Wattage is determined Total number luminaires LuminaireCutoff StatuSz Excluded per §140.7(a) Design Watts Req. > 150W §130.2(b)-3 Field Inspector p Pass Fail S1 133W Parking Lot Luminaire 133 Mfr. Spec' 2 New Per Specific Area §140.7(d)2 266 Total Allowed (Watts) ❑ ❑ S2 60W LED Bollard 60 Mfr. Spec' 20 New ❑ 1,200 (See Table J) ❑ ❑ Total Designed Watts: 1,466 I (See Table N) * 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). 1,701.34 G. CUTOFF REQUIREMENTS (BUG) This Section Does Not Apply H. OUTDOOR LIGHTING CONTROLS September 2017 1 CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance: http://www.energy.ca.gov/title24/2016standards STATE OF CALIFORNIA Outdoor Lighting UMN NRCC-LTO-E (Created 9/17) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-E Project Name: Grant Howald Park Rehabilitation lReport Page: Page 6 of 6 Project Address: Public Works Department IDate Prepared: 12/13/2019 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT Documentation Author Name: Steve R. Zajicek Documentation Author Signature: Company: FBA Engineering Signature Date: 12/13/2019 Address: 150 Paularino Avenue Suite A120 CEA/ HERS Certification Identification (if applicable): City/State/Zip: Costa Mesa, California 92626 Phone: 9498529995 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. 5. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be 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 the builder provides to the building owner at occupancy. Responsible Designer Name: Steve R. Zajicek Responsible Designer Signature: Company: FBA Engineering Date Signed: 12/13/2019 Address: 150 Paularino Avenue License: E10372 City/State/Zip: Costa Mesa, CA 92626 Phone: 949-852-9995 CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance: http://www.energy.ca.gov/title24/2016standards STATE OF CALIFORNIA Outdoor Lighting NRCC-LTO-E (Created 9/17) CALIFORNIA ENERGY COMMISSION 0' CERTIFICATE OF COMPLIANCE NRCC-LTO-E This document is used to demonstrate compliance with requirements in 110.9 130.0 130.2 140.7 and §14 ft 2L for outdoor lighting scopes using the prescriptive path. Project Name: Grant Howald Park Rehabilitation Report Page: Page 1 of 6 Project Address: Public Works Department IDate Prepared: 12/13/2019 A. GENERAL INFORMATION ig 01 Project Location (city) Newport Beach 04 Total Illuminated Hardscape Area (ftz) 15,831 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 LZ -2: Moderate - Rural Areas ❑ LZ -4: High - Must be reviewed by CA Energy Commission for Approval ❑ LZ -1: Low - Developed Parkland 0 LZ -3: Moderately High - Urban Areas B. PROJECT SCOPE Table Instructions: Include any outdoor lighting systems that are within the scope of the permit application and are demonstrating compliance using the prescriptive path outlined in 140.7 or §Wbb 2L for alterations. My project consists of: 01 02 Z New Lighting System Must Comply with Allowances from §140.7. ❑ Altered Lighting System Is your alteration increasing the connected lighting load (Watts)? C Yes C No '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 C. COMPLIANCE RESULTS Table Instructions: Selections have been made based on information provided in previous tables of this document. If any selection needs to be changed, please explain why in Table E. Additional Remarks. These documents must be provided to the building inspector during construction and must be completed through an Acceptance Test Technician Certification Provider (ATTCP). For more information visit: http://www.energy.ca.gov/title24/attcp1providers.htm1 YES Table Instructions: If any cell on this table says "DOES NOT COMPLY" or "COMPLIES with Exceptional Conditions" refer to Table D. for guidance. Form/Title Calculation of Total Allowed Lighting Power (Watts)§140.7 or §141.O(b)2L Pass Compliance Results 01 + 02 + 03 + 04 + I 05 OR 06 = 07 1 08 09 General Hardscape Allowance §140.7(d)1 Per Application §140.7(d)2 Sales Frontage §140.7(d)2 Ornamental §140.7 Per Specific Area §140.7(d)2 Existing Power §141.0(b)2L Total Allowed (Watts) >_ Total Actual (Watts) 07Mustbe>_08 (See Table 1) (See Table J) (See Table K) (See Table L) (See Table M) I (See Table N) (See Table F) 1,701.34 + + +I I+I JORI= 1,701.34 1>_1 1,466 1 COMPLIES Cutoff Compliance (See Table G for Details) Not Applicable Controls Compliance (See Table H for Details) COMPLIES September 2017 1 CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance: http://www.energy.ca.gov/title24/2016standards STATE OF CALIFORNIA Outdoor Lighting NRCC-LTO-E (Created 9/17) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-LTO-E Project Name: Grant Howald Park Rehabilitation Report Page: Page 5 of 6 Project Address: Public Works Department Date Prepared: 12/13/2019 P. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE 6 Table Instructions: Selections have been made based on information provided in previous tables of this document. If any selection needs to be changed, please explain why in Table E. Additional Remarks. These documents must be provided to the building inspector during construction and must be completed through an Acceptance Test Technician Certification Provider (ATTCP). For more information visit: http://www.energy.ca.gov/title24/attcp1providers.htm1 YES NO Form/Title Field inspector Pass Fail Field inspector YES NRCA-LTO-02-A - Must be submitted for all outdoor lighting controls except for alterations where controls area added to <_ 20 luminaires. ❑ ❑ September 2017 1 CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance: http://www.energy.ca.gov/title24/2016standards September 2017 STATE OF CALIFORNIA Outdoor Lighting OFTNI NRCC-LTO-E (Created 9/17) CALIFORNIA ENERGY COMMISSION U 01 CERTIFICATE OF COMPLIANCE NRCC-LTO- Project Name: Grant Howald Park Rehabilitation Report Page: Page 4 of Project Address: Public Works Department Date Prepared: 12/13/201 I. LIGHTING ALLOWANCE: PER APPLICATION Fhis Section Does Not Apply C LIGHTING ALLOWANCE: SALES FRONTAGE Fhis Section Does Not Apply -. LIGHTING ALLOWANCE: ORNAMENTAL Fhis Section Does Not Apply M. LIGHTING ALLOWANCE: PER SPECIFIC AREA F This Section Does Not Apply 4. EXISTING CONDITIONS POWER ALLOWANCE (alterations only) i -his Section Does Not Apply O. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION ] Table Instructions: Selections have been made based on information provided in previous tables of this document. If any selection needs to be changed, please explain why in Table E. Additional Remarks. These documents must be provided to the building inspector during construction and can be found online at htt : www. energy. ca.gov/2015publica tions/CEC-400-2015-033/app endices/forms/NRCI Field inspector YES NO Form/Title Pass Fail Cs' C NRCI-LTO-01-E - Must be submitted for all buildings. ❑ 4 C NRCI-LTO-02-E - Must be submitted for a lighting control system; or for an Energy Management Control System (EMCS), to be ❑ ❑ recognized for compliance. September 2017 1 CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance: http://www.energy.ca.gov/title24/2016standards September 2017 UNDERGROUND SERVICE NOSCAp 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL REVIEWED: QR �i ALERT �P F PLANS PREPARED BY: 7476-2 gACH Z TITLE 24 (19P11) FBA Engineering o ��� 5 �s� y� ,■ 2 2020-04-10 100% BID SET SUBMITTAL � ,�� U� mj 3 2020-04-28 100% BID SET GRANT HOWALD PARK REHABILITATION Consulting Electrical Engineers L3 10372 r��% J Sig31591 Camino Capistrano (ENGINEER'S SEAL) E O .05 tY �� nature 150 Paularino Avenue Suite A120 * p. 09-30-20 * l � San Juan Capistrano, CA 92675 CITY PROJECT MANAGER Costa Mesa, CA 92626 ene�� www.RJMdesi n rou Com 949.852.9995 • 949.852.1657 (fax) F P� N Q- 9 9 p' amp DESIGNED: DRAWN: fbaengr.com Jq �FCTR�� ��7�- �� [949]493-2690 fax CS TM/TP CITY OF NEWPORT BEACH P -5264-S FBA Job Number: 535.024 OF CA`�F TWO WORiG I NG D?�Y5 0' 10' 20' 40' ATF p�' [949] 493-2600 phone RJ M BEFORE YOU DIG Op CALM NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: CS 2019-12-05 SHEET OF PUBLIC WORKS DEPARTMENT 44 51 N O Lo co Lo I N O W O W N O Lo co Lo C O m U O J O C (B L r) N a) L ry E0 m 0 d N N N_ O N O N N a) r) O a c a) c c W Q m W EX, MAIN SWITCHBOARD 17 BB -13, 15 11 EXISTING CONDUITS WITH SPORTS LIGHTING CIRCUITS AND BACK LIGHTS TO MUSCO CONTROL CABINET AND PANEL BB, ALL SPORTS LIGHTS CIRCUITS AND AREA LUMINAIRE CIRCUITS TO BE CONTROLLED BY MUSCO CONTROL CABINET. 12 EXISTING CONDUITS WITH SPORTS LIGHTING CIRCUITS AND 1'C.0, SPARE. 13 ROUTE 3# 10, 1 # 10 GRD. ( BB -18, 20) THRU EX I ST I NG 1' C. 0, SPARE. 14 ROUTE 2#10, 1#10 GRD, (BB -20) THRU EXISTING 1'C, 0, SPARE. 15 ROUTE NEW CIRCUIT UP POLE AND CONNECT TO AREA LUMINAIRES, 16 REMOVE EXISTING CONDUIT AND WIRING. 17 CONTROL POWER MUSCO POWER LINE COMMUNICATIONS, �$ 2'C. - 6#4 ( 17, 19, 21, 23, 2, 4), 3#10 ( 18,20), 1#6 GRD 19 2'C. - 4#4 (21, 23, 2, 4) , 3#10 ( 18, 20) , 1#6 GRD. 20 1 1/2' C - 2#4 (2, 4), 2#10 (18), 1#6 GRD. 21 1'C, WITH RESPECTIVE BRANCH CIRCUIT TO LIGHTS ON POLE, 22 CONTROL POWER FOR MUSCO CONTROL CABINET, 23 INSPECT ALL FOUNDATION BOLTS FOR CORROSION, 24 SET BACK LIGHTS 30' FROM WALL, 25 EXISTING SPORTS FIELD LIGHTING POLE BASE TO BE ADJUSTED TO MEET THE NEW GRADE LEVEL REFER TO LANDSCAPE PLANS FOR DETAILS AND REQUIREMENTS. NEW AREA LUMINAIRE CIRCUIT 15 ( TYP. ) EX, SPORTS LIGHT CIRCUIT ( TYP ) L.O.W. KEY NOTES OEXISTING 60' TALL SPORTS FIELD LIGHTING POLE, EXISTING SPORT LIGHTS TO BE REPLACED WITH LED FIXTURES AND (1) NEW OSQ AREA LUMINAIRE MOUNTED ON AN AUXILIARY BRACKET. (D CONNECT TO NEW IRRIGATION CONTROLLER. O3 BOOSTER PUMP TO BE REMOVED. DISCONNECT ELECTRICAL CONDUIT AND WIRING, CUT BACK CONDUIT TO CLEAR NEW WORK, REMOVE WIRING BACK TO POWER PANEL. O4 REMOVE EXISTING CONDUCTORS BACK TO NEAREST PULLBOX TO REMAIN, OS REMOVE EXISTING PULLBOX, E REPLACE EXISTING PULLBOX WITH NEW ll'X 17' PULLBOX, SEE DETAIL 4/E-0,04 O7 3/4'C.- 2#10, 1#10 GRD ROUTE THROUGH ENTIRE BRANCH CIRCUIT, O8 EXISTING CONTROL PANEL TO BE REPLACED WITH MUSCO CONTROL AND MONITORING CABINET. REWORK EXISTING CONDUITS,PULLBOXES AND TIME CLOCK AS REQUIRED TO CLEAR WALL SPACE, REPLACE OR EXTEND ALL EXISTING WIRING TO THE NEW CABINET, 09 ADJUST VAULT TO NEW GRADE. 10 EXISTING CIRCUITS BB -18,20 TO BACK LIGHTS TO BE REPURPOSED FOR AREA LUMINAIRES, r � 1 1 0) N O Lo M Lr)I N O W O W N O Lo 0 m U O J O C N L 0 N N L N� L.IC_ C Lo N ^_O cLL ^G L.L N N N O N O N ti N N (0 O _O W C O C 0) C W Q 00 LL O ,f • • Ll 0 Jj[NNN N N ONONE i pe� 9� 0 . / O 1 30\ I I � I KEY NOTES O 11"X 17" PULLBOX, SEE DETAIL VE -0,04, OROUTE THROUGH ATTIC SPACE, OROUTE CONDUIT TIGHT TO SIDE OF BUILDING, PAINT TO MATCH SURROUNDING SURFACE. (�) 3/4"C. - 4#10, 1#10 GRD, ROUTE THROUGH ENTIRE BRANCH CIRCUIT, I II I 1 . 1 I 1 . I 1 1 \ 1 L.O.W. v -�'I+ + + + + + + + 0.7 0.7 0.8 0.9 1.0 1.1 1.2 1.2 1.3 .4 1. 1.5 1.5 1.6 1.5 > ° < +0 +0.7 +0.8 0.8 0.9 1.0 1.0 +1.1 +1.2 + .2 +1. +1.3 1.3 1.3 1.2 > ° < L S 0.6 0. 0.7 0.8 0.8 0.9 0.9 1.0 1.0 .1 1.1 .1 1.1 1.1 1.0 0.6 0.6 0.7 0.8 0.8 0.9 0.9 0.9 .0 1.0 1.0 0.9 0.8 0 Schedule + 0.8 + 0.8 + 0.9 + 1.0 + 1.2 + 1.3 + 1.5 + 1.6 + 1.8 + 1.9 + 2.0 + 2.1 + 2.2 + 2.2 + 2.2 Lamps S 2 SIGNIFY GARDCO P26 -64L -700 -NW -G2-4 Pure Form Gen2 - Area Medium (P26), 64 (4) LEDGINE LIGHT ARRAY(S) DRIVEN 1 P26-64L-700-NW-G2-4.ies 18865 0.9 0.8 0.9 1.0 1.1 1.3 1.4 1.6 1.8 2.0 2.2 +2.412.5 2.6 2.6 2.7 0.9 1.0 1.1 1.2 1.4 1.6 1.8 2.0 2.3 2.5 2.8 ° < D - + 9 1.0 1.2 1.3 1.5 1.7 2.0 2.3 2.5 2.9 3.1 X 3.5 3.6 + 3.7 J 1.8 2.1 2.5 2.8 3.1 3.5 + + 1 + 1.2 + 1.3 + 1.5 + 1.7 + 2.0 + 2.3 + 2.6 + 3.0 + 3.4 + 3.7.1 + 4.4 + 4.6 + �+4 X� �+ 1 1.3 1.4 1.6 1.8 2.1 2.4 2.8 3.1 3.5 3.9 4.2 4.5 4.9 + 1.2 1.3 1.5 1.7 1.9 2.2 2.5 2.8 3.2 3.6 4.0 4.3 4.6 5.0 5.4 0 2 1.4 +1.5 X1.7 1.9 2.2 2.5 +2.9 +3.2 +3.6 4.0 4.4 +4.7 +4.9 +5.1 +1. +1.4 1.6 +1.7 2.0(D 2.2 2.5 2.9 3.2 3.6 3.9 4.3 4.5 4.6 4.7] O+ + + + Z_ +UY+ + + + - - - - - + 1. 1.4 1.6 1.8 COQ 2.2 2.5 2.8 3.1 3.5 3.8 4.1 4.2 4.3 4.3 + 1.3 1.4 1.6 1.8 + 2.0 + 2.2 2.5 2.8 3.0 3.3 3.6 3.8 3.9 4.0 + 3.9 +1.4 +1.6 +1.8 +3.2 +3.4 +3.5 +3.7 +3.8 +3.7 V L -+1 3 2.0 2.2 2.4 2.7 3.0 + 1 + + + 1.8 + 2.0 + 2.2 + 2.4 + 2.7 + 2.9 + 3.1 + 3.3 + 3.41r, +35 + + Irl + 1 3 + 1.4 + 1.6 + 1.8 + 2.0 + 2.2 + 2.4 + 2.6 + 2.8 + 3.1 + 3.2 + 3.3 + 3.4 + 3.5 + 3.4 + 1 3 + 1.5 + 1.6 + 1.8 + 2.0 + 2.2 + 2.4 + 2.6 + 2.8 + 3.1 + 3.2 + 3.3 + 3.4 + 3.5 + 3.4 + 1 3 + 1.4 + 1.6 + 1.8 + 2.0 + 2.2 + 2.4 + 2.6 + 2.9 + 3.1 + 3.3 + 3.4 + 3.5 + 3.6 + 3.5 1.3 1.4 1.6 1.8 2.0 2.2 2.4 2.7 3.0 3.2 3.4 3.6 3.7 3.8 3.7 A +1. +1.4 1.6 1.8 2.0 2.2 2.5 2.8 3.1 3.4 3.6 3.9 4.0 4.1 4.0 1. 1.4 1.6 1.7 2.0 2.2 2.5 2.8 3.1 3.5 3.8 4.1 4.3 4.4 4.4 X + 1. + 1.4 + 1.6 + 1.7 + 2.0 + 2.2 + 2.5 + 2.9 + 3.2 + 3.6 + 4.0 + 4.3 + 4.6 4.7 + 4.8 I �I V 1. 1.4 1.5 1.7 1.9 2.2 2.5 2.9 3.2 3.6 4.0 4.4 4.7 + 5.0^ 5.2 J 1. 1.5 1.6 1.9 2.1 2.5 2.8 3.2 3.6 4.0 4.3 4.6 5.0 4(�) E A li l + 1.1 + 1.2 + 1.4 + 1.6 1.8 2.1 2.4 2.7 3.1 3.5 3.9 4.2 4.5 4.9 + 5.2 0 J1. 1.2 1.3 1.5 1.7 2.0 2.3 2.6 2.9 3.3 3.7 4.0 4.3 4.5 4.8 MENEM +1.1 1.2 1.4 +1.6 +1.8 +2.1 +2.4 +2.7 +3.1 3.4 3.7 3.9 4.0 +4.2 + 0. ++ 1.0 1.1 1.3 1.5 1.7 1.9 2.2 2.5 2.8 3.0 3.3 3.4 3.5 3.6 + 0. ++ 0.9 1.1 1.2 1.4 1.5 1.7 2.0 2.2 2.5 2.7 2.8 2.9 3.0 3.0 + 0. + 0.9 + 1.0 + 1.1 + 1.2 + 1.4 + 1.6 + 1.8 + 2.0 + 2.2 + 2.3 + 2.4 + 2.5 + 2.5 + 2.5 +0. 0.8 0.9 1.0 1.1 +1.3 +1.4 +1.6 +1.7 +1.9 +2.0 + + + 0.8 + 0.9 + 1.0 + 1.1 + 1.2 + 1.3 + 1.4 + 1.5 + 1.6 .7 + + 1.8 + 1.8 + 1.8 v -�'I+ + + + + + + + 0.7 0.7 0.8 0.9 1.0 1.1 1.2 1.2 1.3 .4 1. 1.5 1.5 1.6 1.5 > ° < +0 +0.7 +0.8 0.8 0.9 1.0 1.0 +1.1 +1.2 + .2 +1. +1.3 1.3 1.3 1.2 > ° < L S 0.6 0. 0.7 0.8 0.8 0.9 0.9 1.0 1.0 .1 1.1 .1 1.1 1.1 1.0 0.6 0.6 0.7 0.8 0.8 0.9 0.9 0.9 .0 1.0 1.0 0.9 0.8 0 Schedule Label Quantity Manufacturer Catalog Number Description Lamp Number Filename Lumens Per Lamp Light Loss Factor Wattage 3.8:1 Lamps S 2 SIGNIFY GARDCO P26 -64L -700 -NW -G2-4 Pure Form Gen2 - Area Medium (P26), 64 (4) LEDGINE LIGHT ARRAY(S) DRIVEN 1 P26-64L-700-NW-G2-4.ies 18865 0.9 133 LED's, 4000K CCT, TYPE 4 OPTIC, . AT 700mA Statistics Description Symbol Avg Max Min Max/Min Avg/Min Parking #1 + 1 2.3 fc 5.4 fc 1 0.6 fc 9.0:1 3.8:1 O LO CO LO C\j O O CN CD LO CY) 0 ca 0 -i N O ry E O On n CO C) CN CD CN I, - (N O n 0) W LL VV 10 ICV 0 .0 *0.0. 0 0.0 S2 - +0. 10.1 4 .1 01 D• I-,2. - I n ' .2 0. 0.1 11 O� 0 o 6L4 1- - .4 0.,1 0. '0.2 0.0 0.0 + 3.8 + 3 +6 3 '4.0 '1.7 7 04 .2 ------- \\,S2 Schedule Label QTY Manufacturer Catalog Number Lamp Number Filename Lumens LLF Wattage 7.0fc 10.0fc N/A I N/A Lamps per Lamp 20 King Luminaire KLCS-TlAF-V- LED 1 KLCSXT1AF5X06 669 0.9 60 S2 60(SSL)4006 040XXN.IES Statistics Description Symbol Avg Max I Min Max/Min Avg/Min I Walk Way #1 + 0.8 fc 7.0fc 10.0fc N/A I N/A it II it III i If 0.1 1,0.1 0.2 0.3 0.4 0. 1.1 0.7 '1.6 '3.2 ti 1. .1 3 4.7 5 L.O.W. EF4o m4�-$g 3bm. e n ax ax i goS m_ 3. 1.5 Grant Howa d Par Soccer 0.�� Rory Wire harness a 6$n Wire harness �Si°n Corona del Mar,CA Large Soccer Field Horizontal 37 26.8 50.6 1.89 1.38 A 18 (inside pole) (inside pole) MR aN Lg Soccer 2 Horizontal 36.2 22 49.2 2.24 1.65 A 18 D1-DZName: Soccer 18180 Slze: 180'x 300' Ri w Spacing: 30.0' x 30.0' m Small Soccer 1 Horizontal 35.5 23.4 45.2 1.93 1.51 A 18 m From Hometown to Professional � � Small Soccer 2 Horizontal 30 18.5 41.1 2.22 1.63 A 18 -� Lighting System 60' a Soccer Horizontal Illuminance 34.4 21.4 49.1 2.29 1.61 A 18 Pole it Fixture Summaryn . Spill Horizontal 0.02 0 0.19 0.00 A 18F; zir .` Pole ID Pole Height Mtg Height Fixture Qty Luminaire Type Load Circuit Al -A2, C2 60' 60' 2 TLC -LED -1200 2.34 kW A Poletop luminaire Spill Max Candela (by Fixture) 466 0 2989 0.00 A 18 Poletop luminaire assembly assembly B1, C1, D1 -D2 60' 60' 3 TLC -LED -1200 3.51 kW A Galvanized steel pole I Galvanized steel pole 7 18 29.06 kW Circuit Summary Circuit Description Load Fixture Qty - - A Soccer 21.06 kW 1$ - Fixture Type Summary Type Source Watta a Lumens L90 L80 L70 Quantit TLC -LED -1200 LED 5700K - 75 CRI 1170W 136,000 >81,000 >81,000 >81,000 18 Light Level Summary Calculation. ry Grid Name Calculation MetricIllumination Circuits Fixture Qty FRA. A- A RA IM' A ' M'iM Electrical components Electrical components enclosure enclosure D 1 0 t Oft t o no� (3 m) (3 m) mus 4w I I 2ft 2ft Ground level (0.6 m) Ground level (0.6m) -------------------- - - ---- ------------------------ -- - ---- ---- Precast concrete base Precast concrete base o We Make It Happen,. Not to be reproduced in whole or part without the written consent of Musco ENGINEERED DESIGN By: Russell Huddleston • File #195659 • 15 -Jul -19 Sports Lighting, LLC. 01981, 2019 Musco Sports Lighting, LLc. PROJECT SUMMAIX EXISTING POLES I I EXISTING POLES n 1n Wire harness Wire harness Large Soccer Field Horizontal 37 26.8 50.6 1.89 1.38 A 18 (inside pole) (inside pole) oo muo.P.D. Box BOB far LED® Luminaires 1001stAvenue West //Oskaloosa, Iowa 52577Oskaloosa, �,�,+1-800-825-6020�+1-800-825-6020+1-641-673-0411+1-841-673-0411 _ c --I o >,` o mP.O. Box BOBNNoTLC �woTLC for LED® Luminaires 1001stAvenueWest Iowa 525777TOTALS Lg Soccer 2 Horizontal 36.2 22 49.2 2.24 1.65 A 18 D1-DZName: Soccer 18180 Slze: 180'x 300' w Spacing: 30.0' x 30.0' Small Soccer 1 Horizontal 35.5 23.4 45.2 1.93 1.51 A 18 Small Soccer 2 Horizontal 30 18.5 41.1 2.22 1.63 A 18 -� 60' 60' Soccer Horizontal Illuminance 34.4 21.4 49.1 2.29 1.61 A 18 . Spill Horizontal 0.02 0 0.19 0.00 A 18F; zir .` Spill Max Candela (by Fixture) 466 0 2989 0.00 A 18 Spill Max Vertical Illuminance Metric 0.04 0 0.28 0.00 A 18 Galvanized steel pole Galvanized steel pole Electrical components Electrical components enclosure enclosure D 1 0 t Oft t o no� (3 m) (3 m) mus 4w I I 2ft 2ft Ground level (0.6 m) Ground level (0.6m) -------------------- - - ---- ------------------------ -- - ---- ---- Precast concrete base Precast concrete base o We Make It Happen,. Not to be reproduced in whole or part without the written consent of Musco ENGINEERED DESIGN By: Russell Huddleston • File #195659 • 15 -Jul -19 Sports Lighting, LLC. 01981, 2019 Musco Sports Lighting, LLc. PROJECT SUMMAIX EXISTING POLES I I EXISTING POLES Height: 3.0' above grade 7MAINTAINEDHORIZONTAL FOOTCANDLES Entire Grid Datasheet: OSQ Area Luminaire on Light -Structure System" Pole Datashel OSQ Area Luminaire on Light -Structure System" Pole Ell Guaranteed Average: 20 Electrical Data Typical Wiring Scan Average: 34.41 Luminaire Data _ __ Maximum: 49.10 Rated wattage per luminaire'........................... 134W TERMINAL LUMINAIRE Manufacturer.............. Cree, Inc. _ Minimum: 21.43 BLOCK ..................... Input voltage .............. 120-277Vor347-480V,50/60 Hz Avg/ Min: 1.61 LINE LINE -BLACK Material and finish ....................Die-cast aluminum with - Driver configuration ..................................Integral OR HOT silver powder -coat finish' +32 +33 122 X23 435 i29 Max / Min: 2.29 Driver Efficiency........................................>90% Mounting................................ Direct mount arm to UG (adjacent pts): 1.81 GREEN GROUND -GREEN Starting (inrush) current .......................... 73 A, 120 Ns Musco auxiliary bracket 10T CU: 0.80 J Power factor ............................................. >0.9 Pole attachment ..................... Auxiliary bracket mount C 1 5 +45 X32 X33 +46 �e7 0 NEUTRAL NEUTRAL -WHITE Light-StructureSyStemTM ❑1 No. of Points: 60 Total Harmonic Distortion...............................<20% ORHOT 2 Weight (luminaire) ............................. 26.5 Ib (12 kg) LUMINAIRE INFORMATION I 'a Operating temperature range .... -40°C-+35'C (-40'F-+95'F) VIOLET DIM + VIOLET y Color /CRI: 5700K - 75 CRI Z ° a Regulatory and Voluntary Qualifications 9 X47 X34 X37 a27 °' Luminaire Output: 136,000 lumens Dimming mode ..................... 0-10 V dimming to 10/a � UL...............................................cUlLus Listed No. of Luminaires: 18 GREY DIM - GREY Environment ........................ Suitable for wet locations i30 +42 X31 X30 A 1 i28 Total Load: 21.06 kW Ingress Protection ........................................ IP66- Lumen Maintenance Emissions ....................... Meets FCC Part 15, Subpart B, . ' Luminaire Type L90 hrs L80 hrs L70 hrs Max operating current' 1.09 A 0.65 A 0.56 A 0.49 A 0.38 A 0.28 A Class A standards for conducted and radiated emmissions +43 +44 +31 {31 +43 1 TLC -LED -1200 >81,000 >81,000 >81,000 Rl.............................................. Compliant Reported per TM -21-11. See luminaire datasheet for details. Footnotes: 1) Rated wattage is the power consumption, including driver efficiency losses, l N ti Auxiliary mounting bracket Photometric Characteristics N Guaranteed Performance: The ILLUMINATION described p at stabilized operation in 25°C ambient temperature environment. 6 3 0 0 $ 8 LO :h 2) Dimming controls not provided by Musco. Driver provides I OV source Lumen maintenance factor' B1 109 above is guaranteed per your Musco LO current at 0.15mA, compliant with lEC60929Annex Edimming standard. CREE OSQ luminaire Warranty document and includes a 0.95 25k hours ........................................... 0.96 3�2 3} Operating current based on 25°C. 94� v 50k hours' ........................................... 0.92 4,39 435 a25 +,30 +44 T dirt depreciation factor. ' Field Measurements: Individual field measurements may vary from Notes 75k hours' ...........................................0.88 Y Y 100k hours' .......................................... 0.84 i computer -calculated predictions and should be taken LO 1. Use thermal magnetic HID -rated or D -curve circuit breakers. +43 435 424 X32 i22 + in accordance with IESNA RP -6-15. :ten 28.50 in I CIE correlated color temperature .......................5700 K (724 mm) Color Rendering Index (CRI), minimum .....................70 Electrical System Requirements: Refer to Amperage 11.50 in 0 (292 mm) Lumens................................................17,000 +42 435 431 X28 432 4,24 Draw Chart and/or the "Musco Control System Summary" L) Footnotes: r for electrical sizing. O J 1) Cree's exclusive Colorfast DeltaGuard®finish freaturesanE-coat epoxy Installation Requirements: Results assume ± 3% 0) primer with an ultra -durable powder topcoat, providing excellent resistance - 7 1 5 3 2 6 nominal voltage at line side of the driver and structures � o to corrosion, ultraviolet degradation, and abrasion. , r111, }4 � � +4 � � 2) Lumen maintenance values at25'Cambienttem temperature per (, located within 3 feet (1m) of design locations. 3.5 in oa 19. in P ®� (89 mm) ®� o o O (483 mm TM -21 based on LM -80 data and in-situ luminaire testing. ' - - N 3) Values are represented as projected values within six times limit of tested hours per IESTM-21 -11. _ ■■ 4) Values are represented as calculated values due to exceeding six times limit �� I � of tested hours. AZ 64 8g C'2 �OO E I I 23 mus I I I I Q I I N 5.40 in I I p(137 mm) I I SCALE IN FEET 1 :80 2 I I ti to 0,0 reference ptf dens®ns are relative We Make It Happen,.. ppI i g -Yf 0' 80' 160' 2 Not to be reproduced in whole or part without the written consent of Musco ENGINEERED DESIGN By: Russell Huddleston • File #195659 • 15 -Jul -19 Sports Lighting, LLC. 01981, 2019 Musco Sports Lighting, LLC. -4 Patent www.cree.com/patents, • ®2016, 2018 Mu5ca Sports Lighting, LLC Cree QSQ Series 120 - 480V . M-2175-en04-5 Patent w w.cree.com/patents. • ®2016, 2018 Musco Sports Lighting, LLC Cree OSQ Series 120 - 49OV • M-2175-eni ILLUMINATION . , • musco ' ' ' ' musco ' ' 2 1 UNDE ;ZVROUND 5ERVIGE NOSCAP 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL REVIEWED: �P F PLANS PREPARED BY: SPORTS FIELD LIGHTING PLANS 7476-2 1 gACH (19P11) FBA Engineering Q� �/ � ALERT ��� 5`�'`�" ^ �s�y� �■ 2 2020-04-10 100% BID SET SUBMITTAL ��, �,LL : 3 2020-04-28 100% BID SET GRANT HOWALD PARK REHABILITATION ;= Consulting Electrical Engineers C7 rr} 7- i��(l J - I 31591 Camino Capistrano � 10372 tt p (ENGINEER'S SEAL) E-2.01 ignatur a) 150 Paularino Avenue Suite A120 * p. 09-30-20 * l San Juan Capistrano, CA 92675 CITY PROJECT MANAGER Costa Mesa, CA 92626 enewe www.RJMdesi n rou Com t� 949.852.9995. 949.852.1657 (fax) F Qy N Q 9 9 p' DESIGNED: DRAWN: _U fbaengr.com Jq �FCPOO �� 4/97/9n � [949] 4932690 fax CS Tl CITY OF NEWPORT BEACH P -5264-S FBA Job Number: 535.024 'C' Ot- ���\� TWO WORKING D?�Y5 0' 10' 20' 40' ATF p�' [949] 493-2600 phone BEFORE YOU DIG Op CP, NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: PUBLIC WORKS DEPARTMENT 49 51 i CS 2019-12-05 SHEET OF � � Pole Luminaires EQUIPMENT LIST FOR AREAS SHOWN Grant H owa d Park Soccer PRELIMINARY PRELIMINAR QTY LOCATION SIZE GRADE MOUNTING LUMINAIRE QTY1 THIS OTHER Corona del Mal ELEVATION HEIGHT TYPE POLE GRID GRIDS N z CORPORATE OFFICE: z CORPORATE OFFICE: 3 Al -A2, C2 60' - ii0' TLC -LED -1200 2 2 0 . SUMMARY o m - Light -Structure Systel typical configuration �0 o m Light -Structure System TM typical configuration �0 4 B1, C1 60' - 60' TLC -LED -1200 3 3 0 LLd.D oo muo.P.D. Box BOB far LED® Luminaires 1001stAvenue West //Oskaloosa, Iowa 52577Oskaloosa, �,�,+1-800-825-6020�+1-800-825-6020+1-641-673-0411+1-841-673-0411 _ c --I o >,` o mP.O. Box BOBNNoTLC �woTLC for LED® Luminaires 1001stAvenueWest Iowa 525777TOTALS D1-DZName: Soccer 18180 Slze: 180'x 300' w Spacing: 30.0' x 30.0' Height: 3.0' above grade 7MAINTAINEDHORIZONTAL FOOTCANDLES Entire Grid Datasheet: OSQ Area Luminaire on Light -Structure System" Pole Datashel OSQ Area Luminaire on Light -Structure System" Pole Ell Guaranteed Average: 20 Electrical Data Typical Wiring Scan Average: 34.41 Luminaire Data _ __ Maximum: 49.10 Rated wattage per luminaire'........................... 134W TERMINAL LUMINAIRE Manufacturer.............. Cree, Inc. _ Minimum: 21.43 BLOCK ..................... Input voltage .............. 120-277Vor347-480V,50/60 Hz Avg/ Min: 1.61 LINE LINE -BLACK Material and finish ....................Die-cast aluminum with - Driver configuration ..................................Integral OR HOT silver powder -coat finish' +32 +33 122 X23 435 i29 Max / Min: 2.29 Driver Efficiency........................................>90% Mounting................................ Direct mount arm to UG (adjacent pts): 1.81 GREEN GROUND -GREEN Starting (inrush) current .......................... 73 A, 120 Ns Musco auxiliary bracket 10T CU: 0.80 J Power factor ............................................. >0.9 Pole attachment ..................... Auxiliary bracket mount C 1 5 +45 X32 X33 +46 �e7 0 NEUTRAL NEUTRAL -WHITE Light-StructureSyStemTM ❑1 No. of Points: 60 Total Harmonic Distortion...............................<20% ORHOT 2 Weight (luminaire) ............................. 26.5 Ib (12 kg) LUMINAIRE INFORMATION I 'a Operating temperature range .... -40°C-+35'C (-40'F-+95'F) VIOLET DIM + VIOLET y Color /CRI: 5700K - 75 CRI Z ° a Regulatory and Voluntary Qualifications 9 X47 X34 X37 a27 °' Luminaire Output: 136,000 lumens Dimming mode ..................... 0-10 V dimming to 10/a � UL...............................................cUlLus Listed No. of Luminaires: 18 GREY DIM - GREY Environment ........................ Suitable for wet locations i30 +42 X31 X30 A 1 i28 Total Load: 21.06 kW Ingress Protection ........................................ IP66- Lumen Maintenance Emissions ....................... Meets FCC Part 15, Subpart B, . ' Luminaire Type L90 hrs L80 hrs L70 hrs Max operating current' 1.09 A 0.65 A 0.56 A 0.49 A 0.38 A 0.28 A Class A standards for conducted and radiated emmissions +43 +44 +31 {31 +43 1 TLC -LED -1200 >81,000 >81,000 >81,000 Rl.............................................. Compliant Reported per TM -21-11. See luminaire datasheet for details. Footnotes: 1) Rated wattage is the power consumption, including driver efficiency losses, l N ti Auxiliary mounting bracket Photometric Characteristics N Guaranteed Performance: The ILLUMINATION described p at stabilized operation in 25°C ambient temperature environment. 6 3 0 0 $ 8 LO :h 2) Dimming controls not provided by Musco. Driver provides I OV source Lumen maintenance factor' B1 109 above is guaranteed per your Musco LO current at 0.15mA, compliant with lEC60929Annex Edimming standard. CREE OSQ luminaire Warranty document and includes a 0.95 25k hours ........................................... 0.96 3�2 3} Operating current based on 25°C. 94� v 50k hours' ........................................... 0.92 4,39 435 a25 +,30 +44 T dirt depreciation factor. ' Field Measurements: Individual field measurements may vary from Notes 75k hours' ...........................................0.88 Y Y 100k hours' .......................................... 0.84 i computer -calculated predictions and should be taken LO 1. Use thermal magnetic HID -rated or D -curve circuit breakers. +43 435 424 X32 i22 + in accordance with IESNA RP -6-15. :ten 28.50 in I CIE correlated color temperature .......................5700 K (724 mm) Color Rendering Index (CRI), minimum .....................70 Electrical System Requirements: Refer to Amperage 11.50 in 0 (292 mm) Lumens................................................17,000 +42 435 431 X28 432 4,24 Draw Chart and/or the "Musco Control System Summary" L) Footnotes: r for electrical sizing. O J 1) Cree's exclusive Colorfast DeltaGuard®finish freaturesanE-coat epoxy Installation Requirements: Results assume ± 3% 0) primer with an ultra -durable powder topcoat, providing excellent resistance - 7 1 5 3 2 6 nominal voltage at line side of the driver and structures � o to corrosion, ultraviolet degradation, and abrasion. , r111, }4 � � +4 � � 2) Lumen maintenance values at25'Cambienttem temperature per (, located within 3 feet (1m) of design locations. 3.5 in oa 19. in P ®� (89 mm) ®� o o O (483 mm TM -21 based on LM -80 data and in-situ luminaire testing. ' - - N 3) Values are represented as projected values within six times limit of tested hours per IESTM-21 -11. _ ■■ 4) Values are represented as calculated values due to exceeding six times limit �� I � of tested hours. AZ 64 8g C'2 �OO E I I 23 mus I I I I Q I I N 5.40 in I I p(137 mm) I I SCALE IN FEET 1 :80 2 I I ti to 0,0 reference ptf dens®ns are relative We Make It Happen,.. ppI i g -Yf 0' 80' 160' 2 Not to be reproduced in whole or part without the written consent of Musco ENGINEERED DESIGN By: Russell Huddleston • File #195659 • 15 -Jul -19 Sports Lighting, LLC. 01981, 2019 Musco Sports Lighting, LLC. -4 Patent www.cree.com/patents, • ®2016, 2018 Mu5ca Sports Lighting, LLC Cree QSQ Series 120 - 480V . M-2175-en04-5 Patent w w.cree.com/patents. • ®2016, 2018 Musco Sports Lighting, LLC Cree OSQ Series 120 - 49OV • M-2175-eni ILLUMINATION . , • musco ' ' ' ' musco ' ' 2 1 UNDE ;ZVROUND 5ERVIGE NOSCAP 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL REVIEWED: �P F PLANS PREPARED BY: SPORTS FIELD LIGHTING PLANS 7476-2 1 gACH (19P11) FBA Engineering Q� �/ � ALERT ��� 5`�'`�" ^ �s�y� �■ 2 2020-04-10 100% BID SET SUBMITTAL ��, �,LL : 3 2020-04-28 100% BID SET GRANT HOWALD PARK REHABILITATION ;= Consulting Electrical Engineers C7 rr} 7- i��(l J - I 31591 Camino Capistrano � 10372 tt p (ENGINEER'S SEAL) E-2.01 ignatur a) 150 Paularino Avenue Suite A120 * p. 09-30-20 * l San Juan Capistrano, CA 92675 CITY PROJECT MANAGER Costa Mesa, CA 92626 enewe www.RJMdesi n rou Com t� 949.852.9995. 949.852.1657 (fax) F Qy N Q 9 9 p' DESIGNED: DRAWN: _U fbaengr.com Jq �FCPOO �� 4/97/9n � [949] 4932690 fax CS Tl CITY OF NEWPORT BEACH P -5264-S FBA Job Number: 535.024 'C' Ot- ���\� TWO WORKING D?�Y5 0' 10' 20' 40' ATF p�' [949] 493-2600 phone BEFORE YOU DIG Op CP, NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: PUBLIC WORKS DEPARTMENT 49 51 i CS 2019-12-05 SHEET OF � � Pole Luminaires EQUIPMENT LIST FOR AREAS SHOWN Grant H owa d Park Soccer PRELIMINARY PRELIMINAR QTY LOCATION SIZE GRADE MOUNTING LUMINAIRE QTY1 THIS OTHER Corona del Mal ELEVATION HEIGHT TYPE POLE GRID GRIDS N z CORPORATE OFFICE: z CORPORATE OFFICE: 3 Al -A2, C2 60' - ii0' TLC -LED -1200 2 2 0 . SUMMARY o m - Light -Structure Systel typical configuration �0 o m Light -Structure System TM typical configuration �0 4 B1, C1 60' - 60' TLC -LED -1200 3 3 0 LLd.D N O LO co LO N O N LU N O i LO M LO i c O M U O J O) c 0 N N ry 23 N 0 O_ co N N O N O N N N (6 0 0 cm C C cm C W Q m LL EQUIPMENT ' ' AREAS SHOWN Grant Howald Park Soccer EQUIPMENT LIST FOR AREAS ' Grant Howald Park Soccer QTY Pole LOCATION SIZE GRADE MOUNTING Luminaires LUMINAIRE QTY THIS OTHER Corona del Mar,CA Pole QTY LOCATION SIZE Luminaires GRADE MOUNTING LUMINAIRE QTY THIS OTHER Corona del Mar,CA ELEVATION HEIGHT TYPE POLE GRID GRIDS ELEVATION HEIGHT TYPE POLE GRID GRIDS 3 Al -A2, C2 60' - 60' TLC -LED -1200 2 2 0 SUMMARYGRID 3 Al -A2, C2 60' - 60' TLC -LED -1200 2 2 0 GRID SUMMARY 4 131, C1 60' - 60' TLC -LED -1200 3 3 D1 -D2 0 Name: Large Soccer Field 4 131, C1 60' D1 -D2 - 60' TLC -LED -1200 3 3 0 Name: Lg Soccer 2 7 TOTALS 1 18 1 18 1 0 Size: 180'x 300' 7 TOTALS 18 18 0 Size: 180'x 300' Spacing: 30.0'x 30.0' Spacing: 30.0'x 30.0' Height: 3.0' above grade Height: 3.0' above grade SUMMARY SUMMARYILLUMINATION ILLUMINATION MAINTAINED HORIZONTAL FOOTCANDLES - MAINTAINED HORIZONTAL FOOTCANDLES Entire Grid Entire Grid Scan Average: 37.03 Scan Average: 36.20 Maximum: 50.63 Maximum: 49.24 Minimum: 26.76 Minimum: 21.95 Avg / Min: 1.38 Avg / Min: 1.65 Max / Min: 1.89 -,33 X2333 Max / Min: 2.24 _ n 8 � 2� 2� � % 3� UG (adjacent ptsJ: 1.63 UG (adjacent pts): 1.51 v + + I CU: 0.34 CU: 0.34 No. of Points: 24 No. of Points: 24 LUMINAIRE INFORMATION Color/CRI: 570OK - 75 CRI UMINAIRE INFORMATION Color/CRI: 570OK - 75 CRI Luminaire Output: 136,000 lumens +45 C1 107 +33 +32 +45 g� D� Luminaire Output: 136,000 lumens 107' No. of Luminaires: 18 No. of Luminaires: 18 �1 l<- 97 D 1 ' Total Load: 21.06 kW Total Load: 21.06 kW 45 7 6 47 9 Lumen Maintenance Lumen Maintenance �- + Luminaire Type L90 hrs L80 hrs L70 hrs TLC -LED -1200 >$1,000 >81,000 >$1,000 �4I � 5 Luminaire Type L90 hrs L80 hrs L70 hrs TLC -LED -1200 >$1,000 >$1,000 >81,000 Reported per TM -21-11. See luminaire datasheet for details. Reported per TM -21-11. See luminaire datasheet for details. Guaranteed Performance: The ILLUMINATION described Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco 1 above is guaranteed per your Musco -� 3 44 2 2 4 29 Warranty document and includes a 0.95/� dirt depreciation factor. +43 9 /� +4 I Warranty document and includes a 0.95 dirt depreciation factor. + Field Measurements: Individual field measurements may vary from Field Measurements: Individual field measurements may vary from computer -calculated predictions and should be taken computer -calculated predictions and should be taken in accordance with IESNA RP -6-15. in accordance with IESNA RP -6-15. Electrical System Requirements: Refer to Amperage Draw Chart and/or the "Musco Control System Summary" +45 -�2 -,31 1 /� 42 Electrical System Requirements: Refer to Amperage Draw Chart and/or the "Musco Control System Summary" for electrical sizing. t for electrical sizing. 3 n n O 2 Installation Requirements: Results assume ± 3% Installation Requirements: Results assume ± 3% +45 +40 nominal voltage at line side of the driver and structures ►�, nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locations. Q located within 3 feet (1m) of design locations. B1 109, X44 +29 +38 CV N D2 aoao 94, aaoo mus ® k _ mus ,. 109, tiI SCALE IN FEET 1 :30 Pole locations) to 0,0 reference +dimensions are relative point(s) We Make It Happen,. SCALE IN FEET 1:40 Pole locations) +dimensions are relative to 0,0 reference point(s) We Make It HappenO 0' 30' 60' 0' 40' 80' ENGINEERED DESIGN By: Russell Huddleston • File #195659 • 15 -Jul -19 Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2019 Musco Sports Lighting, L.L.C. ENGINEERED DESIGN By: Russell Huddleston • File #195659 • 15 -Jul -19 Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2019 Musco Sports Lighting, LLC. SUMMARYILLUMINATION ►SUMMARY EQUIPMENT' ' AREAS Grant Howald Park Soccer EQUIPMENT LIST FOR AREAS ' Grant Howald Park Soccer QTY Pole LOCATION SIZE GRADE MOUNTING Luminaires LUMINAIRE QTY THIS OTHER Corona del Mar,CA Pole QTY LOCATION SIZE Luminaires GRADE MOUNTING LUMINAIRE QTY THIS OTHER Corona del Mar,CA ELEVATION HEIGHT TYPE POLE GRID GRIDS ELEVATION HEIGHT TYPE POLE GRID GRIDS 3 Al -A2, C2 60' - 60' TLC -LED -1200 2 2 0 SUMMARYGRID 3 Al -A2, C2 60' - 60' TLC -LED -1200 2 2 0 GRID SUMMARY 4 131, C1 60' - 60' TLC -LED -1200 3 3 D1 -D2 0 Name: Small Soccer 1 4 131, C1 60' D1 -D2 - 60' TLC -LED -1200 3 3 0 Name: Small Soccer 2 7 TOTALS 18 18 0 Size: 180'x 300' 7 TOTALS 18 18 0 Size: 180'x 300' Spacing: 20.0'x 20.0' Spacing: 20.0'x 20.0' Height: 3.0' above grade Height: 3.0' above grade 131 109' ILLUMINATION SUMMARY ILLUMINATION SUMMARY MAINTAINED HORIZONTAL FOOTCANDLES N MAINTAINED HORIZONTAL FOOTCANDLES Entire Grid Entire Grid Scan Average: 35.46 DZ Scan Average: 30.04 Maximum: 45.15 Maximum: 41.10 Minimum: 23.41 Minimum: 18.48 Avg / Min: 1.51 Avg / Min: 1.63 Max / Min: 1.93 Max / Min: 2.22 UG (adjacent pts): 1.39 - UG (adjacent pts): 1.83 CU: 0.12 CU: 0.10 No. of Points: 20 No. of Points: 20 LUMINAIRE INFORMATION 26 25 UMINAIRE INFORMATION +38 +38 +30 Color/CRI: 570OK - 75 CRI +35 Color/CRI: 570OK - 75 CRI Luminaire Output: 136,000 lumens Luminaire Output: 136,000 lumens No. of Luminaires: 18 No. of Luminaires: 18 Total Load: 21.06 kW Total Load: 21.06 kW /I /� O 26 Lumen Maintenance +22 2Q � 1 Lumen Maintenance +T`�T -�3 Luminaire Type L90 hrs L80 hrs L70 hrs v Luminaire Type L90 hrs L80 hrs L70 hrs I TLC -LED -1200 >81.000 >81,000 I >81,000 TLC -LED -1200 >81,000 >81,000 1 >81,000 1 Reported per TM -21-11. See luminaire datasheet for details. Reported per TM -21-11. See luminaire datasheet for details. I Guaranteed Performance: The ILLUMINATION described 29 20 Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco above is guaranteed per your Musco Warranty document and includes a 0.95 Warranty document and includes a 0.95 dirt depreciation factor. dirt depreciation factor. Field Measurements: Individual field measurements may vary from Field Measurements: Individual field measurements may vary from _ N `t 3 Q 36 computer -calculated predictions and should be taken +3Q � 7 25 - computer -calculated predictions and should be taken +32 -,3 + V � in accordance with IESNA RP -6-15. +3`t •J in accordance with IESNA RP-6-15. Al 11 Electrical System Requirements: Refer to Amperage Electrical System Requirements: Refer to Amperage Draw Chart and/or the "Musco Control System Summary" Draw Chart and/or the "Musco Control System Summary" for electrical sizing. for electrical sizing. Installation Requirements: Results assume ± 3% +40 22 Installation Requirements: Results assume ± 3% +39 +38 +38 +33 nominal voltage at line side of the driver and structures -,32 +39 nominal voltage at line side of the driver and structures 0 located within 3 feet (1m) of design locations. located within 3 feet (1m) of design locations. ■ ,... � �... k 1 - _... CD _..� -------------------- 0 C= C= 64 mus $$ C2 mus ,. SCALE IN FEET 1 :30 Pole locations) +dimensions are relative to 0,0 reference point(s) ®ti e Make t append SCALE IN FEET 1 :30 Pole locations) +dimensions are relative to 0,0 referencepoint(s) ® / �+ Make t appen�> 0' 30' 60' 0' 30' 60' ENGINEERED DESIGN By: Russell Huddleston • File #195659 • 15 -Jul -19 Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2019 Musco Sports Lighting, L.L.C. ENGINEERED DESIGN By: Russell Huddleston • File #195659 • 15 -Jul -19 Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2019 Musco Sports Lighting, LLC. . ► • ILLUMINATION . ► • ILLUMINATION P F PLANS PREPARED BY: UNDERGROUND SERVICENDSCAp 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL REVIEWED: SPORTS FIELD LIGHTING PLANS 7476-2 FBA Engineering QR �, o ALERT CALL Q �NBACH ZQ, �g� S _ F"sFoy� �, a �N m U �, GRANT HOWALD PARK REHABILITATION (19P11) 2 2020-04-10 100% BID SET SUBMITTAL Consulting Electrical Engineers 150 Paularino Avenue Suite A120 Costa Mesa, CA 92626 949.852.9995 • 949.852.1657 (fax) W v) 10372 P 09-30-20 * * AI til : Q -i ignatur 31591 Camino Capistrano San Juan Capistrano, CA 92675 enewww.RJMde i n roU Com - g g p' amp 3 2020-04-28 100% BID SET (ENGINEER'S SEAL) E-2.02 CITY PROJECT MANAGER DESIGNED: CS DRAWN: TM/TP CITY OF NEWPORT BEACH P -5264-S P� fbaengr.com Jq �FCTR�� �� TWO WORiG I NG D?�Y5 N Q �- �� [949]493-2690 fax ATF FBA Job Number: 535.024 OF �A`�F BEFORE YOU DIG 0' 10' 20' 40' p�' [949] 493-2600 phone OF CTo"r PUBLIC WORKS DEPARTMENT NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: SHEET 5o OF 51 CS 2019-12-05 LO :n LI :0 :v it :v LO :n LO E O M 0 O J ri SCALE IN FEET 1 : 150 ti 0' 150' 300' ENGINEERED DESIGN By: Russell Huddleston • File #195659 • 15 -Jul -19 EQU I PM ENT LI ST FO ` AREAS SH OWN Single Phase Voltage 208 (60) Pole Luminaires 277 (60) Pole LOCATION SIZE Luminaires TYPE QTY I POLE 3 Al -A2 C2 60' - 60' GRADE MOUNTING LUMINAIRE QTY I THIS OTHER QTY LOCATION SIZE ELEVATION HEIGHT TYPE POLE GRID GRIDS 3 Al -A2, C2 60' - 60' TLC -LED -1200 2 2 0 4 131, C1 60' - 60' TLC -LED -1200 3 3 0 D1 -D2 7 1 TOTALS 18 18 0 Pole locations) + dimensions are relative to 0,0 reference point(s) SCALE IN FEET 1 :200 Pole locations) dimensions are relative ti to 0,0 reference point(s) 0' 200' 400' ENGINEERED DESIGN By: Russell Huddleston • File #195659 • 15 -Jul -19 FBA Engineering Consulting Electrical Engineers 150 Paularino Avenue Suite A120 Costa Mesa, CA 92626 949.852.9995 • 949.852.1657 (fax) fbaengr.com FBA Job Number: 535.024 UNDERGROUND 5ERVI0E ALERT CALL all TWO WOR<NG DAY5 BEFORE YOU r,)16 Grant Howald Park Soccer Corona del Mar,CA INCLUDES: • Soccer Electrical System Requirements: Refer to Amperage Draw Chart and/or the "Musco Control System Summary" for electrical sizing. Installation Requirements: Results assume ± 3% nominal voltage at line side of the driver and structures located within 3 feet (lm) of design locations. EQUIPMENT•' DRAW CHART Ballast Specifications (.90 min power factor) AREAS SHOWN Single Phase Voltage 208 (60) Pole Luminaires 277 (60) QTY LOCATION SIZE GRADE MOUNTING ELEVATION HEIGHT TYPE QTY I POLE 3 Al -A2 C2 60' - 60' TLC -LED -1200 2 4 131, C1 D1 -D2 60' - 60' TLC -LED -1200 3 7 1 Reported per TM -21-11. See luminaire datasheet for details. TOTALS 18 SINGLE LUMINAIRE AMPERAGE DRAW CHART Ballast Specifications (.90 min power factor) Line Amperage Per Luminaire (max draw) Single Phase Voltage 208 (60) 220 (60) 240 (60) 277 (60) 347 (60) 380 (60) 480 (60) TLC -LED -1200 7.0 6.6 6.1 5.2 4.2 3.8 3.0 R We Make It Happens., Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2019 Musco Sports Lighting, LLC. Grant Howald Park Soccer Corona del Mar,CA Name: Spill Spacing: 30.0' Height: 3.0' above grade ILLUMINATION SUMMARY Pole HORIZONTAL FOOTCANDLES QTY Entire Grid Scan Average: 0.0218 Maximum: 0.1900 Minimum: 0.0000 No. of Points: 44 LUMINAIRE INFORMATION 60' Color / CRI: 5700K - 75 CRI Luminaire Output: 136,000 lumens No. of Luminaires: 18 Total Load: 21.06 kW 60' Lumen Maintenance Luminaire Type L90 hrs L80 hrs L70 hrs TLC -LED -1200 >81,000 >81,000 >81,000 Reported per TM -21-11. See luminaire datasheet for details. Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco Warranty document. Field Measurements: Individual field measurements may vary from computer -calculated predictions and should be taken in accordance with IESNA RP -6-15. Electrical System Requirements: Refer to Amperage Draw Chart and/or the "Musco Control System Summary" for electrical sizing. Installation Requirements: Results assume ± 3% nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locations. We Make It Happens., Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2019 Musco Sports Lighting, LLC. 7== 0'10' 20' 40' BACH U ignatu00r��11 Ren&'aq e yT� OF CAL\�O� PLANS PREPARED BY: EQUIPMENT LIST OR AREAS SHOWN Pole Luminaires QTY LOCATION SIZE GRADE ELEVATION MOUNTING HEIGHT LUMINAIRE TYPE QTY POLE THIS GRID OTHER GRIDS 3 Al -A2, C2 60' - 60' TLC -LED -1200 2 2 0 4 131, C1 D1 -D2 60' - 60' TLC -LED -1200 3 3 0 7 1 TOTALS 18 18 1 0 SCALE IN FEET 1 :200 Pole locations) dimensions are relative 'L to 0,0 reference point(s) 0' 200' 400' ENGINEERED DESIGN By: Russell Huddleston • File #195659 • 15 -Jul -19 EQUIPMENT• ` AREAS SHOWN Pole Luminaires QTY LOCATION SIZE GRADE ELEVATION MOUNTING HEIGHT LUMINAIRE TYPE CITY POLE THIS GRID OTHER GRIDS 3 Al -A2, C2 60' - 60' TLC -LED -1200 2 2 0 4 B1, C1 D1 -D2 60' - 60' TLC -LED -1200 3 3 0 7 1 TOTALS 18 18 1 0 SCALE IN FEET 1 :200 Pole locations) +dimensions are relative to 0,0 reference point(s) 0' 200' 400' ENGINEERED DESIGN By: Russell Huddleston • File #195659 • 15 -Jul -19 1 1 2020-03-24 100% FINAL CONSTRUCTION DOCUMENT SUBMITTAL 19■ 2 2020-04-10 100% BID SET SUBMITTAL 3 2020-04-28 100% BID SET 31591 Camino Capistrano San Juan Capistrano, CA 92675 www.RJMdesigngroup.com [949] 493-2690 fax [949] 493-2600 phone RIM NO. I DATE I DESCRIPTION OF REVISIONS APPROVED (ENGINEER'S SEAL) REVIEWED: Grant Howald Park Soccer Corona del Mar,CA Name: Spill Spacing: 30.0' Height: 3.0' above grade MAX VERTICAL FOOTCANDLES Entire Grid Entire Grid Scan Average: 0.0386 Maximum: 0.281.5 Minimum: 0.0000 No. of Points: 44 UMINAIRE INFORMATION Color/CRI: Color/CRI: 570OK - 75 CRI Luminaire Output: 136,000 lumens No. of Luminaires: 18 Total Load: 21.06 kW Lumen MaintenancE Luminaire Type L90 hrs L80 hrs L70 hrs TLC -LED -1200 >81,000 >81,000 >81,000 Reported per TM -21-11. See luminaire datasheet for details. Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco Warranty document. Field Measurements: Individual field measurements may vary from computer -calculated predictions and should be taken in accordance with IESNA RP -6-15. Electrical System Requirements: Refer to Amperage Draw Chart and/or the "Musco Control System Summary" for electrical sizing. Installation Requirements: Results assume ± 3% nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locations. We Make It Happen) Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2019 Musca Sports Lighting, LLC. Grant Howald Park Soccer Corona del Mar,CA Name: Spill Spacing: 30.0' Height: 3.0' above grade CANDELA (PER FIXTURE) Lumen MaintenancE Luminaire Type L90 hrs L80 hrs L70 hrs TLC -LED -1200 >81,000 >81,000 >81,000 Reported per TM -21-11. See luminaire datasheet for details. Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco Warranty document. Field Measurements: Individual field measurements may vary from computer -calculated predictions and should be taken in accordance with IESNA RP -6-15. Electrical System Requirements: Refer to Amperage Draw Chart and/or the "Musco Control System Summary" for electrical sizing. Installation Requirements: Results assume ± 3% nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locations. We Make It Happen: Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2019 Musca Sports Lighting, LLC. CITY PROJECT MANAGER DESIGNED: DRAWN: CS TM/TP CHECKED: DATE: CS 2019-12-05 SPORTS FIELD LIGHTING PLANS GRANT HOWALD PARK REHABILITATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 7476-2 (19P11) E-2.03 P -5264-S SHEET 51 OF 51 Entire Grid Scan Average: 465.7969 Maximum: 2988.5129 Minimum: 0.0000 No. of Points: 44 UMINAIRE INFORMATION Color/CRI: 570OK - 75 CRI Luminaire Output: 136,000 lumens No. of Luminaires: 18 Total Load: 21.06 kW Lumen MaintenancE Luminaire Type L90 hrs L80 hrs L70 hrs TLC -LED -1200 >81,000 >81,000 >81,000 Reported per TM -21-11. See luminaire datasheet for details. Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco Warranty document. Field Measurements: Individual field measurements may vary from computer -calculated predictions and should be taken in accordance with IESNA RP -6-15. Electrical System Requirements: Refer to Amperage Draw Chart and/or the "Musco Control System Summary" for electrical sizing. Installation Requirements: Results assume ± 3% nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locations. We Make It Happen: Not to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2019 Musca Sports Lighting, LLC. CITY PROJECT MANAGER DESIGNED: DRAWN: CS TM/TP CHECKED: DATE: CS 2019-12-05 SPORTS FIELD LIGHTING PLANS GRANT HOWALD PARK REHABILITATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 7476-2 (19P11) E-2.03 P -5264-S SHEET 51 OF 51