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HomeMy WebLinkAboutRMG ENGINEERING, INC - 1985-11-18 Imo, ;i r r -At,R EMENf BET��EN FETE CIr2Y OF HUNTim SERVICES ,NG 1 TO WgUNEER1NG GT'ON BEACH �= 5. ANb RMG ENGINEERING, iNC.;/4oR.;DEsIGN OF PARKING- LOT �+ AND, BOA:'t ,$OAADING FACILITY IN HUNTING,TON HARB(Da l t; s zk lJ�,I1^ .AG.kXi MENT s• made a" _*-iitered into` '^- b C7i day -- A f o •ly'118 by, and between the Cit_- �r_ IiCJNTINGTON CH, `e municipal corporation of the State of Cpr, ifornia, r re.inafter referred to as "CTT1.°", "and RMG ENG NEERING, `TNC,. a arr Califotnza corporation, hereinafter refe,r-'ced to as '"CONTRACTOR"./ " r WFi�,�IEAS, CITY and CONTR.ar�?R are parties to that certiain` �< contract, dated <November 18, 1985, entitled "Engi.neering Services Agreement., Between the city cif Huntington Beach and RMG -¢ >, EragineerTng, Inc. for Desigr� of Parkr g 'Tot end Boat Boarding °- Fac$,lity in Hun�ingtidin Harbouri-' and ce,,the execution of 'the 'v�'- nil contract, CITY has r reau tech additional work from 'CONTRACTOR and CONTRACTOR has ;performed such work; and o°CITy and CONTRACTOR wish to amend tre original contract to reflect tale extra work to be performed by CONTAAC`lOR and the additional com en ,ri sati to be p oaid in cnsideration thereof' by v.. - CITY toC 7 'CONTRACTOR Ci ) NOWOHERUORE, it is agreed by' aid between CITY and ry fit7TRACTOR as .follows:; „ -_ ADDITIONAL WORK 'J CORTRAC'OI0 shall provide t? CITY such - additional services as n descri ea iii;th,e Setter from CONTRACTOR to CITY, date•3 July 30, bflr. letter "from CA L to CONTRACTOR, rate' `axgUst 19, 1985; " Zl­ y,,J the �a:'vo�a �r�m '�:O2�TR�C 4a to ,CITY dated January 31, 1988; and the ��,^ter pm 'ON!:RkCTbA to G'.ITY dated April 6, 1988, hereinafter, _c'ollei ?vely referred to ,as E ;hibt F'A" .and Y °, {;5i tnrorpc%rat,ed herei.Fr by,t'"aa refezence\ 1 �1A ITI@i Axe CO I.�ENSAT bN , - In oon.� d nation oft the additional engineering services descrabed -)# Sgetion `1 a Ver CITY agrees to pay CONTRACTOk'th.e f`r adta�t, anal a una Qf Tt�ie fihousanc7 Seven Hundred:,r ivF andno/1DQ Dollars_ � 370.�i.0a} . The additional sum snap-be added to the 6j, _ r , 4 p DY Q `origbIn l Sum of% Went Six- Thousand One Hundred and, "no/100 D0llai`; ►2S lOb 00 j a % or -a,new' total contract Amount of Twenty Nine J, ; Thciusand f'iA ght HurWred Five and no/100 Doha,"s `$29 dS05.00? . 3. REAFFIRMATION Except 'as`specifically modified' herein', all other terms ,and conditions of° the ,Agreement shall remain an full force and effect. n.: i v IN WITNES`g WHEREOF, "the parties.`hereto have executed tl/is o, a = f amendment as'�of the date first above written: � t1 CONTRAC,-R0R: r I TY RM6 "G i�EERING, ;tNC. CITY.OF HUNT'INGTON BEACH i� a califgrnit .`corparation a Calif ornia"municipal n " corporation Join K. Mandrell, President Mayor Josartge, ce President r+ ATTZ;ST:, APPROVED AS TO FORM: C City Clerk $'. /�' City Attorney, _ P.Ei1IF[t� ;I?' !lii1D .APPPcOVF,D.,• INITIATED AND APPROVED: rAi '( y Otg"Aamiristrat Dirscb`or of, Public .Works r£ , /i� � �•t � fit ,F � v \ r + - . As ,2` t J �1 �✓ (y) e i Ow a:tJ _P.O iT 131iT,S 'd= J�l�i^s� I°®Ai+11A 8�tt01tlZSTAT '�� e�sa�r�st 'ara�na �a , ,...,�...•� � ii:i�Ts. ��T s e t a® � su�ANdET'i JUL� 'Is. 9�� r, POUCYNUMOEa�. 092 'SF�t�t�1`T 0000,058 CERTIFI6ATE-:EXPIRM., T- C TY Of MUNTINGTOS4 BEACH ­ BUILDING PIiiisioWo. 3Ro t:LOO.,R j •,A.',[_TtNTxot,;,,� £w'_S-ARKLE ' ZOOQ vSYit£E - J08: tILL OPERATIONS �lAT-I*N4TOW ,BEACH, CA 926.0 ;I r � , This is to certify`that we have issued a valid Wbrkecs'Compensation insurance policy in aform apOroved by the California' insurlRce.Commissioner to the employee named below for-the policy period inoicated. This policy is not subjec:'to cancellation by the Fund except upon ten days'advance written notice to the employer. We Will'also give you T} h3 dsas'advance"notice should this-policy be`cancelled prior to its normal expiry ion. This certificate of insurance is not an insurance policy and does not amend,extend or alter the coveragi.,_afforded by the policies listed "herein; Notwithstanding any requirement,term, or condition of any contracVor other ciocument with _respect to which this certificate,,of insurance may be issu,, or'may pertain¢the insurance afforded by 4he,policies `describxd here'n.is subject toall theterms,_exclusipns and conditions of such policies. PRESIDENT y, i { J� ,t ' EW1Pi>9'yER ,• \ v 5y �17ik 1 61 Ct1i34� A a�'E��1 DOA-- We ,.€84i6I'NEPRm:Nfse 'INC, TOM A9 ip i. z > 'bw'I^` iA'i2 W�10l J S%k;C11:J 23 , F.O.BbX 807,SAN FR'ANOISCO,CALL O1NIA;D41bli ^ � "' C;EtRT��rOCAxE OF W ORKE�S` OMPEN$Ak 'iORt RANC E ^` lCEftTIFICATEEXPIE�ESi, 7-1-81 J.ANUAR9'' 27�'14 PnLICYNUPAHER: Q9�-S6 UNIT O0000581, CITY Ott<f �6Ui�T.IN 40N BEACtd �� 0 ' �torriQY ` #3UDIG �s DIVYNaRD ;FSOOF, gAS G ��' kosri�Y • ►TTEEKi`YOlVa` ED BARKLEY oRC �C1T� ,yr 000 MArN STREET JOB: ALA. OPER f IONS _ Vil HUNTINGTON' SEAChle, CA 926,,AS r ' "this is to cert+y thafvve haveissued a valid Workers'Compensation insurance policy in a form approved by th 4ifQrr! � cn Jnsurat+ce Crir++naess+oner tope employer;,�aniedr below for the policy period indicated — c jicy is nq subject to cancellation,by;�e Furd excepti upon ten days'auvance written noticeto the employer. z We�vill also give you TEN days'advancedotice should this policy.he cancelled prior to its normal expiration. r,t _ b " 3 "c 4`M ,This cert+fican of'insdrance is'not an insurance policy and does not amend,extend or alter the coverage rafforded by the ' policies listed'herein. Notwithstanding any requirement, term, ol, condition of any contract or other document,with /r Dec toj'tivhich this`cartific F insurance may be issued or may pertain, the insurance afforded by the pollcies r described erein is subject to;all the t ms exclusions and conditions of such policies. l 6 , PRESIDENT w V J ,' ;. •, it _ a h n' y t. r EwCOYE,F, SYMG�\N MARINE CORPd'RA? ON 9 '1OA3GOC JRVI'NEi CAL:IFORNIA 92714 h 0 D 26 01 P.O.BOX 807-„SAN FRANCISCO,CALIFORNIA 94101 y FIOAE OFP0�CFS'CO�PEV^AYlOd INSURANCE -86 UNIT(i000`0©SVsA ` PoticYnuMSER: 09Z 8 CERTIFfCATE EXPIRES: _ was CITY- OF ,NUNTIN610N: SEACK.: (PBUIL,D*ING D'YVISIOAI'� 3RD '`FLOOR 'ATTEMON ED" 'SAllKI EY 2000 •-MAIN STRte �p.1 v� JOB: ALL OPE=RATI>1WS '5HU,NY'IR"OON O'EACH,r` CA 9264$ �y� _s `61s'i%,u "certify that we have,issued a valid Workers'Compensation-insurance policy in a form approvea'by the Calitornia G Insurance Commissin. to tt}�employer named-below for the policy period indicated.' v This j�?licy is not,ubjii'ct to jjcancellation by Fund Fund except upon ten days'advance written notice to the employer. .Ve evil!also give you 1'EN dnys''advance notice should this ooliey be cancelled prior to its normal e0rafion. `",r This Cehificate of insu ance is not an insurance policy and does not,amend, extend or alter the coverage afforded bythe policies listed herein, flatwithstandiny:any regUucement, term, or condition of'any contra0.' Or.other docurneflt with respect to which this;certifi:ate of insurance may be issued or may pertain,the insurance afforded by the policies de�ribed herein is subject to all the term,exclusions ands-ond.tions of such policies. .i.; PREHI ENT - 01, 0A' o v� EMPLOY E:wt 4 SY�►Cflhl' MARINE COR?`�?4tATIS�kt tk, it i796r ' COfi &r It ; IR`fINE t.a�4VP0RNIAn �`2714 � > y Sc1F 10262 tRCV,10.86) �� � -�, -'� _ �' r OLD 262A e - t - ® ` ® ISSUE DATE(MM/DONY) �C PRODUCER. THIS CERTIFICATE IUD R Of INFORMATIL JNLY AND CONIEPS NO RIGHTS UPON H t MVC LDER.THIS CERTIFICATE DOES NOT-A►AEND. 'R:D. CROWELL INSURANCE AGENCY EXTEND OR ALTER THE COVERAGE LADED BY THE POLICIES BELOW. 315'-P irway Avenue 83 Costa Wsa,California 92626 COMPANIE ORDBNG COVERAGE .(714) 557-5234 COMPANY LcrTrER Design Professionals Insurance Com an COMPANY INSURED. LETTER Gruff Insurance oCompany RIAIG ENGINEERING,INC. COMPANY c 17961 "A" Cowan LETTER • : ' Fevine, CA 92714 COMPANY D G�F'� NS M001t'J �o neY LETTER LETTER Y a, THIS IS TO CERTIFY TNAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR T,IE POLICY PERIOD INDICATED, NOTWITHSTAWDING AMY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE 18SUEO OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIVED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS,AND CONDI- TIONS OF SUCH POLICIES. CO TYPE O.''INSURANCE aoI,ICV NUMBER POI ICY EFFECTIVE POLICY EXPIRATION ALL LIMITS IN 1 HOUSAIlD$ LTA DATE MWDD^ DATE,MWDONYI GENERAL LIABILITY GV ERAL AGGREGATE OOO COMMERCIAL GENERAL LIABILIF/ ?RODUC'S•COMPIOPS AGGREGATE 1 OOO ' "S CCCDRPE"IC = $1,0001L 7 )A y` i ' 14NERS3�O.YTRAC-.ORSPRCur"'JE EACHOCCUPqu.'CE $1,000i" Fi!..�JAMAGE!ANY ONE FIRE) a 265; MEDICAL EXPENSE,ANY ONE PEASOMI i- AUTOMOBILE LIABILITY ) rr CSL X ANY AUTO "Certificate holder is named as ad itional $ 600, AL>WINED AUTOS insured as respects Cc mmercial G neral BODILY :NJUNaCHEDULED AUTOS Liability Only." PER PERSON) $ HIRED AUTOS BODILY INJURY NON-OWNED AUTOS ACCIDENT) $ GARAGE LIABILI1Y B ''' BA 5233984 1/6/86 1/6/87 eAiOMace EYCE:SS LIABILJT'V EACH 1GGREGATE OCCURRENCE. The Aggregate limits of liability shown on this $ $ OTHER THAN,UMBRELLI FORM Certificate are subject t reduction by paymen WOrlt(ERS'-'CO3APENSATIOH for loss or expense rel tec to otherclaims, if 3TATuroRY r I , e: aiD any, made in the Sam policy period. 1$ EaCe ACCIDENT) IDISEAS-POLICY LIMIT ElE9PLOYER:.'LAABILITY 1r� OiSEASE-EACH EMPLOYEE, OTHER' -I - 51 - rA�, Profebsionl Lialyil'it3T tea- , $1,000, each claim and PL 6203 . O1 10/13/86 10/T3i87 in the aggregate OESCR7P=N OF OPERATIONS/LOCATIONS JVCHI LESIRESTPICTIONS/SPECIAL ITEMS "FoC Professional Liability coverage, the aggregate limit is the total insurance available for claims presented within the policy period for all operations of the insured." SHOULD AN`•!OF THE ABOVE DESCRIBFO PoucIES E CA E E R E EX- PIRATION DAME THE iEOE, ?HE iSSUIHG COMPANY WILL � xr CITY OF HUllYTING'pOPT BEACH MAIL �O DAYS F11iITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE Attn Don Noble LEFT, �a3t:I�eXI3aXIK3ib3�€ III �}5bt � 1i1EK 2000 Main Streii a`��If+11GrAl rY►J�IKC�P IG�€ rltde` ',�#7feE�riC fit atin�ton Beach,' CA 92646 AUTHogIZED REPRESENrarlvE _ Joy Fallon a ' V 2400MAIN-STREET CALIFORNIA92048 ( oF�lGE of THE CITY CL RK � .rw y June..21 , 198$_' ` RMG Engineering, Inc: 17961-a Cowan Irvine 92714 Attn: 'John' k. Mandrell President The City Council of the City of Huntington Beach at the regular meeting held June 20, 1988, approved Amendment #1. to Engineering Services Agree iigent between ,the City of Huntiggto�i' Beach and RMG Engineering, Inc. , for design of parting lot and boat boarding facility in Huntington Harbour, Enclosed is an executed copy,of the agreement for your records. c; ° Alicia M. Wentw rth y City Clerk , u� r 1 :bt « k co:, ..Dan Noble, .Public Works ` W� y�ie L e, Fin an - r '' (TalcpM `i 71443842V) i �! �?RE"WEST FOR CITY COUNr June 8, 1988 „ - Honorable: Mayor and City Council= Submitted to: 11 Submitted 6y: Paul E Cook, City Adirimistrator 1=_ �PpzZGVEI?BY GX'J y 0,0tj IZ Pressed , Les G. Evans, Acting Director of Public Works aab9�cti: car r aer Marine Park; r C=691 com istent with, Council Policy? [�' Yes [ ] �=Policy or Exception j �. :7 }` gtatehi6nt of,leas®,f lecolTm epdation,Analysjs, Funding a�i«'tom.,'my"�e&i:,,,ry Acti'oiris,Attache- 'e2~ !� r J tf _ STATEMENT OF ISSUE f The engineering services a57eement between the city and RMG L. cieering In7,rporate�i needs to°be amended. �l 'RECOMMENDATION- Approve theattacned ame�ndments; thereby authorizing the Mayor-arid City Clerk to 'execute the attached documents. - ANALT-1.515: On November 18,J985, Gity Counz�il approved the selection of RMG Engineering, Incorp-j eated to prepare plan:,, specifications and a cost est-; for the construction of',a parking lot and host board inq,;facility in the Huntington Hae, Zhannell adjacent to the Warner Avenue Bridge. Sub,,equent to this action, the plans`h., 'nspecifications were }� tiodif ed to�oriforni'witE enviriinmental permit requirements and revised to reflect tonal limits of dredging within;'_*.he harbor watera directly adjacent to the project,- re. ` engineering, Incorporated has completed all requested engineering ser, 6s; �J} °/ever, their contract has not been amended to include payment for}he additional - r There fore, the Acting Director of Public Works recommends that Council approved -. st ��rftachi�d pmeodmen.t thereby authorizing payme,ii for the following''aciditional jf ,scription,,of Additionai Services Cost b6gir�pi>plan and specifications reovt'_ ed 'sr:rne $6�830.00 filling�f harbour area to enlarge the project site. Environmental permits could not be obtained for I 4i l scalen. int;; therefore, project had to be down- 'Channe Qriginal plans a::d'specifications r Ruired the removal .' $2,520.00 ' of,7,500 cubic yards of Chrann-P.1tott0m :material directly adjacent to broa.t docking facility. Bid costs for this. work fer exceeded project budget; therefore, plans and specifications tivere revised to include alternate levels of dredging O 17 07) egyest;l.ar Gounci'1 Action `Earl Percy i�lar±ne Park,.CG"691. ° rune 8r 1�.88 Page 2 o' FUNDING SQL'F?,CE: Changes Amount Source `Down-scaling of plan $61870.00 California Department'(,%` Dnr Environmental Perrnit Beating al j'd Waterways Grant u fequie�lriec►t� �= �lternets levels of $2p:52Q,00 `' California Department of dredging V Boating and Waterway.Q Grant. ALTE NATIVEtAC-TIQNS: N/A /ATTACHMENTS• . 17 ht'nendment"�P t i � ` LE,,DRNaw 16609 ° '� ,t O l Q _... -0 f CITY OF HUNTINGTON BEA, 2t�EfD MAIN STREET CALIFORNIA 92648 OFFICE OF TF E CITY CLERK J November 20, 1985 John K. Mandrell, President e 3 RhSG Cngineertng, Inc.: 17961-A ,Cowan. Irvine, CA 92714 r The City Council of the City of Huntington beach approved an Engineering Services Agreement with your firm for design of -.parking lot and,,boa't ;boarding facility in,Huntington Harbour, ;a Enclosed Is a`duly-executed copy of said agreemer1`,together wi a copy 'af the ,Cert1ficate of Insurance which you submit' Alicia`M. Wentworth City Clerk �.i AMW:CB: s -1 Enclosure �< - CC: Paul Cook Qirector of Public-'Works "Wayne Lee. 'Finance;, r _ , Mloph ono:78463"227) �•, } h 1/ L Kz It (! vt 6 3 k REQ E -. F0 CITY UNd �1 'Tl' ..` i2oDosalx�fve �c-�' „a {late Novenber 7, 1985 " SubrmttedS to- Honorable Mayor and City Council � _ ubrrlat'*d by: Charles 7h on, Cl'l,'r Admz.nistrato A P ,4:VI",D D; ,, CzTi' COUNCIL _ Pr"red hy%' Paul E. Cods, Director of Public Works i j_ 9-- ''Sub eq: Parking Lot°& Boat Boarding Tt'acility; CC-691 CI c Y�GLL•'iLi� 6n"sistek w th Council Polipy? L l Yes I l Now Policy,or ExceNtiq_r- Staternent,of Issue,Fern rnendation;'Analysis,Funding Source,Alternative Actions,Attachments: Statnt of Issuer Propsals were requested fraan qualified civil engineering firms W prepare plans, "SpWificatichs and cost estimates for the construction of a parking lot and boat _ boarding facility in the Huntington Harbour Channel adjacent th the Warner Avenue, Bridge ReccmYterrlation: ; a 1. Approve the selection of RMG Engineering, Inc. to prepare plans, specifi_gatio:-ns cx»t estimates for -the construction of a parking°lot and boat boarding facility in the Huntington,}Harbour Channel adjacent to the Warner Avenue Bridge. Establish a design budget of $27,600.00 (this will include,)onsultant agreern6 t " az miscellar� ��costs as rarmi rFd) 3. Authorise the Mayor and City Clerk to execute the"attacheA consultant-agreement, . with PM Engineering, Inc. for,: a fee'*tot to exceed $26,100,00, Ainaiysis: rrhe Califor_nia.Oeparbment of Boating and Waterways has approved a $370,000 grant to the City for ,construe-tion of an m7erflow parking lot aril boat boLr_di ng facility on a vacant ;parcel of land directly across the main channel from the City's_.launch ramp�an Huntington Harbour. on August 19, 1985, the City Council approved Resolution C' No, " 552; thereby accepting the grant, and authorized' staff to solicit proposals f=.b engineering firms-for design on the facility. Riisuant to��Chapter 3.0 "Professional Sexvices" of the�Municipal Code, prciposahs' were scilicited�from c�aalified gineering`farms to prepare ths. comt:ructi.o,drawings. 'L Proposals sacra received August 30, 1985. vtaff has ze Sewed ci pxcrposaI and remmnends the selection of`X4G, Engineering, Inc. Funding g Sources 4 Staff rFgue is that $27 .FjO0.00 ae encumbered frcEn the. unapprc ,riated g nexa1 fund. Valance'to 4t ablish a `.prof` r d'esigri budget., 'Theme funds nrill be rectiauped at ( thy' c aletioin of the pro.eat desi;Tnv r Alt�rreat:l�%e"L'7.eti1721�:_n r. � , [. Deny appzxnral of:RKS' ErzgzneFring�: Inc. and'direct staff on how top s oed'with pro]e,-t aesxen Atacxnt _ _ °J. ConsuZtanfi s Agreei''leTi�� - r` � - 2. F.I.S. �PjEC:DRW.-1w Pio g/e$ fl J is AW � �, �n i .r ';ice. .. •r 7 %�� EXISTIN� ! __ �„ .PARKING. LAUNCHING d J RAMP �..►. C( Y Iz a 'me / PR04JECT BOUNDARY _^t PROJECT BETE -- f, t cEE �: man �. 6AY jR A Ui . . MUR Y.,�9469�9F� sc-A H '` r 1aC3�lP1G F 4CtLITY IMPROVEMENT R T SAY®UT JS ®U?ilDARY J _ , v r. BOARDING FLOAT r. WITH GANGWAY ` 70 SHORE --- I'E PBv0TEC n l • r U � C V t" U ` " TOP OF SLOPE T1 , ° . --�.��.�e:t.e... wsi.9.,eas:a'4..s,. ._ .-7_-:...__...,t,.,:n�.::a..».�..,.wk-..,w-:§...iEr7_�:w:+e.e�c.•,__:.- �_ - " .f_�___�.�..— _....mac -,�,.m,....•..�..w�-.c_+x..�'t-:.���..=—•.•-nr'..3.rcv� a. _ FF z +fir :� O o ' C} •i tl y�F o JP MAE om SPECIFICATIONS AND- SPECIAL PROVISIONS' � FOR WARNER AVENUEBOAT TRAILER F.A YNG LOT AND 'BOAT LOCKING FACILITY • o IN THE,, CITY OF HUNTINGTON BEACH$ CALIFORNIA rl CC-691 rs, Prepared by IJ t The City of Huntington Beach Department of Public Works. J Director of ?public Works -= City of Huntington Beach A r� ML Sow A `• _...`.`""�.,�, Jam..- _� � `'1 ^�� <\ �` Non-Refuna� s,•xe t7 0 F t V - Q� { 15 TABLE OF CO',NTENTS \` Za r lubtice Inviting Sea]-,,ed N-1 - N-3 Proposal t P.-1 ® P-7 Cml, - 0-21 Standard Specifimtaon 1 PARS' I F. ;,`Qeneraf1 Special Frovisians Definitions 103.1 Abbrevlatlens m, 2 Asgard"of Contract 2 Execution of Contract 2 = r 2-1. `' Failure to' Execute Contric 2 2-4.1 Return of Bid Bond ?' 2 . 2-4 2 G�aaraaatee 3 I P',6ns and Specifications 3 2-5;2.2, CompetencU of Bidders and Payment for Plans and Spec!fications 4° 2--�6 l Removal of Uefeetive�and *Unauthorized Work _4 2- .3 Scll' Conr]i'tions 4 2--9.1 Perarnnent Survey Markers 4 v 1 Authority of Board and Inspection 5 _ ;R-20.2 Redairemenc for Work Within ether Agencies' Right-of-Way 6 2�Y0.3 -� Final inspection 6 471.4.1 Test of Materials 6 6®1.1 Construction Schedule and Commencement ° .� - caf Mork 7 t�vr.d1 Prog,eess Sche(3u2e 7 6� .1 Acceptance' 7 6-9 Liqui.dated, Damages I 7 7-2.2.1 Zongs,hornmen Is & Harbor Worker's Compensa ton Act ; 7 7-a.3 General Prevailing Wd qre Rates 7 i� y 7-F2.4' - Pa yrol l Records 8 1-3.1 :r Public, Liability and- Property Damage Insurance - S 7= .1 _r', Pe�tmitr�, and Licenses 9 7�6.1 The Contractor's Representative 10 7-4.2 Superintendence 10 -7-8.1 CJP&nup, and Dust Control 10 7-4.05.1 Use of City :,rater System 10 '7-6.7 Noise Control 10 7--8.8 Plow and Acceptance of Water 10 = 7-8.9 Erosion Control 11 7-4.20 �i� Calaorr.' a' Regional Water Quality Con tra1-Board Permit 21 7-10.1.1 , Trsf4.,,,,'and Access 11 s , a IN r TAStZ, OF r C1M�'Ft�Ts PAGE 2 7a10.1.2 Safety Pra cau� ions 12 7-10.3' 23 dater Mayan Shut D60n 13 .7-615 Registration of Contractor 1 9-3.1.2 Pigment Genera a 13 Progr�gss Payments 14 s 9�36 2.� Final `Payment % 24 gedtion 10 Proposal Requirements/�' 15 �? , Examination of P1ans, 'Sgecifications, = Special Provisions and S1t6 ok Work 15 �10-2 Proposal F6,rm 10-3 („ Proposal Bad Bond I5 Withdrawal bf Proposals 15 1®- Public Opening of Proposals 26 730-6 Rejectaor) of Proposals Containing Alteaeations_, -Erasures or Zrregularlties 15 li9®7 'Disqualification of Bidders 16 -- Special Provisions r Party l Zntrdduct'ion 17 Part <2 ;Construction Materaa3;s Part 3 ;�',(Construction .Methods A_, D69 rape-on of Work. r 18 B. . Additlons to Standard Specifications 18-2;3- 3 Ca,, ,Items of Work ,not covered .in the Standard S#cecifica taons r F°loatingtDock Sys�:ean ��_,�' _, 24-27 Aluma;pum Gangway 2'7-29 J.?redging 29-32 _ .hilt Curtain 32-33 Rid �Ra p 3 3, Ceotextile Fabric ., 34,;; A t tagar hmen is _ Attachment A Geotechnica3l Znvestigation, , A ta�chment Certificate of Insurance Form C.R.B. Sia ndard Plan 603 C.B.B. Standard Plan 607 ; C.H.B. Standard Plan 612 �ICAH.B. Standard P1asn, 614 u f +��a'��r u.w:% ,?', � `� 1 ,N .ALL- r,��•. t"'�.YA --N i�✓` �n;. .�.�. -.i --.* 1. +. 0 r' 1 o o 'T ,TES YaONTENlS PAGE 3 - *�torha to Zld S tem.jNo.Z y J Plp6clflcatlons , 1f 'C.H B,, `$trandard--P.lan'6U C.f.S. 9-!+,an4,i rd Plan 701A CvT�v�." .viand#rd Plate "701B ,9 a: Stand id Plan 701C _ rpx.So.` Standar-a:Plant r.701�3 _ y ct P.R.S. 1S 11 P Standard -Plan 701�-F t C.H.D. Sti�darid Plan 702Z 6.H.-A. Standard Pla i 702 i f - �o �ti ( h .u.� Q, / ri J. NOTICE II�iT7�T1t1€, SEALED BIDS arc-691 ,1 WARNER AVENUE BOAT TRAILER PARKING LOT AND BOAT DQCKZNG FACILITY. ,Notice is�,hereby,=given that the City Council of the City of Huntington Beach California will receive sealed bids for ' the ►Oza tneers Ave., Boat Trailer-' Parking, Lot & Boat Boarding racci -9 13n the Cxty of Hunvington•>- Beach, Cali for an aecorcd__,nce with the plans and specifications and special rovisions Qn< file in the office of the Director- of Public Worksof DocUM4nts will be available on March 27, 2987. A char!"e of $30.00, not ,;'refundable will b'..a regu eraedd foFF each set "of spec =tions and accompanying dr-awings. k DIRECTOR. OF PUBLI WORKS ESTIMATE Work Item guantit� „ `. 1. Clearing and grubbing Lump Sum 2. Earthwork at Parking Lot 1,300 C,Y. _ (1J00 cut/150 fill) 3.. Curb and autter type "C" per 517 L.F F. City S"tnt and 204 4. Curb only'\)per City Standard 201 310. L.,F. Si 4•' FCC idew�alk 2a933 S.F. 6. Non-�reiiiforced 4" PCC paving 1,215 S.F. _ ?. Orave approach per 'City S-iandards 261 S.F. 1 a iA•and 211B Kcal depression per City Standard 302 1 EA.'' 9. Junction and baffle box 1 SA. 10.- 18" R.C.P. 30 L.F. 22. Asphalt Concirete 440 Tons 12. Aggregate ate'Base 449 C.X. 1,a,o Street„ Light,conduit and Pull bores. Lump Sum " 14. .. Irrigation conduit (Water and Lump Sum Control Wire) 1� ". kheel Chair Ramp per rit'y �atandard 212A 1 EA. 11. Fire Hydrant per City Standard 607 1 EA 17'. 21' irriOtion water service l EA 1 Guard rail 390 L.F. r_ 19. Concrete guide piles 105 L.F. "20),f Floating dock system 480 S.Y. 21:' y -301 aluminum gangway 1 EA. 22. Rip -Rap 2,400 Tons 23. Striping and st;gnage �u_mp;D Sum' (R]l, and R41 s.ighs):.,. 24. Remove existing Curb and Gutter 51 L.F. 25c. Remove existing adewax 33,2 S.F. r, 1,26. Faci�;�ty Sign 1 EA. 27. 2 2 fV S.C.F. Conduit 225 L.F. 28. "Dr6bging Bid Alternate 1 3,300 C.Y. Bid Alternate 2 � 4,100 C.Y. Bid Alternate 3 / 6,900 C.Y. 29. Landscaping Bid Alternate 4 5�-1 Lump Sum WRAP 'y} A: f " IXf jecord'ancO? with the provisionr of Sectioc 1773 of the Labor Codi, the State of California,'-' Director of the ?e artme �t; of k .. r :. p' T edt�L,. al Ro—t Eons shall determL`ne the,general prevailing rate bf wSV� aopplicable, to the work, to be don&^ ' copies of the lake�tt gong ral wage rate deter inntr_ons,,, are on file at the a�f ice of the City Clerk and the office-, of the XDirector of Public Narks of the City of Huntington Beach, California. Plans and hpecificatio. together with proposal form, mau be obtained it the office of the Director of Public Works, %`ity tall, Uuniington Seach, California. Na bid will ;be received,-, unless it is on a blank form furnished by the Director of Public Works. The special `attbntion of 'prospective bidders is called to the proposal • l� li rsuirea�ti n set forth �`n the specifications, for full `1rectionx as to the bidding. .The"above quantities are approximate only, being given as e basis for the comparison of the bids, and City of Huntington Beach doev, not express or by implications agree that the 'actual VIount of work w4ll correspond therewith but reserves the right ol' increase or decrease the amount _. of, any class or portion of the work, as may be deemed necessary or _ expedient by the Di irec for of Public Igor:ass 4, .All bids'wiil be Compared on the basis of the -Director of Public Works estimate of,,the quantities of work to be done. Substitution of securities ,for any, monies withheld by the City to„insure performance shall be permitted in accordance with provisions of the California Govi�;7nment Code, Section 45�0. Each bid shall be - Made out on a form to be obtained at the office of the Director of PublicW6rks, Development Wing, 2000 Main Street, Huntington Beach, California; shall be sealed and filed Faith the.. Cityy. Clerk at the Civic Center, Second Floor Admipistratio,J", 9u. lding, 2000 fain Street, Huniirgtop, Beach, California,` on for before 2100pm of ;April 7, 14 87, and shall be opened by a committee composed of the City Clerk, the City , A.ijorney and Director of: Public: Works '- or tneir authorized ,ttp-resentat ve and the resu1ts' cf said bidding will be reported to the City -Council of said City of Huntington Beach at their ' 1�t regular= meet. ng to be held on Monday, the 20th of Ap il, 19 87, at the .hour of 7:30 P.M. in the City Council Chambers in the Civic Center of said pity of Han-tington Beach, and shall be acted upon by said City,Ccunei1 at the regular meeting of April 20, 13 87. N-2 r .f1 l _ NOW V • GCS. Ca �" ... o �,` '$ t , „ u The Ci y ofran✓'brig t rs � abh. Californ a reserves 'iP a righ.t to reject 6ny_ or all bids, and P ' , to acce t tF�e bid deg'=�med�'for st znter st 'ef, the city of Huntington, Beach, Calsfornla. n .. ,D, terci r `"oft / City Council '' of the Ca t y of Iunt ngtvn,Beach, l California this 16th Day?,,yf Marche 19 87, II ATTESTO Alicia Wentworth' -� Caty ,Cderk: _ e ct d r,- � I I • i' N-3 H t IND FROPD&AL ANOM h"Moraft VM the al ft WAN MW Pifp to r WARNER AVENUE BOAT TRAILER PARKING LOT AND BOAT DOCKING FACILITY y propm aw 69M to wor bw a C@M"Id tO FWhim tk wok WWII dMIW ad to€varnish the to the Aloe,qNdMatbM aladl. t pwkbm for da said wtt gad to of I€ad ama MpOrWAWN 9f tilt"IM,:Of Fbbfk wbft of Mi of H®WaMn i i,riaifthia. Tin Mds nW hn M nopw,any bid MIM MM abwlabutw a=Me MI,t?Imup my bid dapedtory,the bye, nft of " m of. "ibit W FWM Of 1OMMIAW faolo aiaf alas W!MM my vAc2xvWw or C. aMONWIPM whkh b Itat pmataed ftsvo nM idd dopog", ar wkida j. atry awr or lat®81i&Iffain f via VdIft fa Mv GORMIft Ulm do="t me fwffifm of W b1di�dom or fto*SMh h6d delta ". �a*@forniDdail*,rdait6aiwr,' i aEdL a406pslellt,and®P an ItaeMlaaod 1rark :$lo daisroer e'ia 00 imprWaimb _ as9as sstsct mmitda p0e�, satdqnW p wWons,on fb in,*v office of+aka . oaf ddb laQtast ,Caiifatataia,t prslpo�wad s t!1 s ke ho p6YMM dwafram at Oita d°SW APPROXIMATE ITEM IN1TH UNIT PONCE UNIT Ii1 RI TTriN Old WOR472 Ir1atCE Ti�7At ie Clearing and drubbing at 1 Lump Sum ,per Lu= Sum i( Earthwork,at Parking Lot' 2 1,300 C.Y. per Cubic Yard. s Construct curb and gutter type "C" per City 3 517 L.Fr F. standard 204, complete and in place at <; goer Uneal foot. Constrnvict.,curb only,fir City standard 201, complete and in place- at {L d`-' 310 L.P. per lineal foot. 5 2-,g33 S.F.- Construct 4" PCC sidewalk per detail 4/2. ccMlete and in place at Per mare Foot. F-•q f . J VNUTTSMOSINOW FT OWT.,A L FEA 1 ( 'r� 1, Construct non-reinforced 4" FCC pavingr caple _ I 1215 •I'• sand in glace at: _ o per square Foot. i- b"1 Construct drive approach per cit7y stamkwds 211A and 21IE, complete rand;in place at � per Square Foot. Cons3 p �q tract local depression per City standard® 1 EA. � . t 31D2r Mete and li plaace.:at per Each. g I . Cmatruct junction and baffle box per detail 14/2, clete and in place at x per Each. Construct RCP, =LAete and in p lace aY. i 10 30 L.F. per.Lineal, Foot. Install asphalt concrete, complete and in 11 440\�, ONS pl`' at per Ton. Install aggregate base, ccaplete and in 12 449 ;[,C.Y. Place at f v per Cubic Yard ' Install street light conduit and Pull boxes, � 13 Lump S= complete and in place at per Lump Sum. 14 Lump Sun wire), irrigation conduit:(water & control wire), complete and in place at per-Lump_Sum. Construct wheel chairs ramp per City standard 15 3 EA. 212A Complete and in place at per Each, � a f 1 ° E APPROXIMATE ITC-M WITH UNIT-4110E UNIT p4o. QUANTITY WRITTEN I6d'WORDS PRICE TOTAL 15 1 ZA, Construct fire hydrant per City ' staaadai-d<_607 complete"and in place at r per Each. - 17. 1 EA. a Construct?2" irrigation water service per City standard 603,and per plan ;notes ' per Each. 330!L.�'o Construct guard tail per detail 15/2 . alete and in place at ' per Lineal Foot. 14 �. 105 L.P. Furnish and install concrete guide � piles, couplete and in place at,-- per Lineal fool:. 20; 480 S.F. Furnish--and install floating dock system:y. c omplete and in place at per Square 'cot,, 23 1 . Furnish and insta?�f 30' aluminum gang way including„foun�iation per detail 18r2, cete ?Jnd�in`place at �f 11 per Each. 9 22 2400'7= Construct rip rasp shore psc;tection complete arad in glace at per TQn. 233 Lump sum Striping and a gnage (R1 and R41 signs) at per Luau Sum. t' 24 -52 L.F. /Pannm existing concrete curb and r ' gutt:gr,at +''Isineal Fmt. 't 25 332 S.F. Remve emisting concrete sidewalk at per max .mot. F_3 w - - p � 0 " a t' t .."ugh r f - . � 1 - �• ����'i3'.. i u ITEM APPROXIMATEITEM iR01TH i9NIT PRICK 4fi.NQT NO QUA OTITY WRITTEN IN WORDS Pit CEJ. TOTAL//0 26 Sign per sheet 4, omplete ard ia1 place at . 27 225 Ia.F.::- Instal.. 2h"',)SCE Conduit at per'lineal Fgot. .r RPM .T= BID ALTEFOULM 1r< 1 3,300 C.X. gra aging. ;including slope far rip-imp at - per Cubic Yam. ,1Dt1 Ctl*. Dredging, including graded slope for , rip--rap at , , per Cubic Yard. 3 6,900 C.Y. J3resl41ng, including graded slope for rip-rap at par lAub,�i� dui :r 1 L.S. LwAscape and isrigatii m at l_um SLIIiI. v a it 0 , i �T --'Is ,.undergtood `'4nd a�giaed that the apprr�ximato quantitia� sti �w-n in the forag©Ang• proposal schedule are solely, fox the ; purpos�5= of gam �nsa tI p" e more or le the ^:ontgactcaz°s facil tat ng the comparison of bids and ��aat ot� wi1-1 be com uter]-Ju on the basis of tYi� actua�'l uar�tities �. in I e,com lotea �eorki ether ha ,,. less than thgose shown at hO,,, unit prices bid in `t�e-pregposal schedule. The .-andezffiir ned aaaaderstanr3s the contract time limit allotted for the contract i (901 .r-alet.dar- days. Xf, alternate Item No.1 is ` 4�ontzact and fur-hish the necessary bonds within ta;n kul= da ps of the award of said contract and to ,began work within tan 110daa s achfrox- the date of approval of the contract by the City of Havant n�tar� �,� ,,'=Ca1.����.:n.�a. The . vde,4sianed has examined carefullg the site of the work contewplstad; the, plxanS:: Abd specifications, and the pzoposal anal "Igon�t�ract frames •therefore. The submission of a bid shall be obnc2usive artvxdone* -that the bidder,,,has Investi ated and is satisfied as to the conditions f�� bar encountered, as to 9he character,-- quality, and scrape, of war, - to bar performed, the quantities of material to be furnisheU- end„ as to the xequira�ments of the proposal, plans, specifications, ana _. the .ceante°ac t . �. m as Bing thi-s, proposal is N&r3 Insert '-the words "C4.3a CeTMILM MUCTN' Oz 0407erlt Bond,, as. etie case may be in an amount equal to at least 20, percent of t�.e total bid price, payable to the City of-,Huntington. Beach. The unders-xgiied deposits, the above named security as a proposal �uarant raid agrees' that • It shall be forfeited to the city of 4ntington Beach as liquidated_ damages In case this proposa is Accepted" by .the City , and the ' undersigned shall fail to execute •a contract for doing said work aced fio furnish good a-hd sufficient bonds Inthe form set ,forth in the specifications and contract documents or the ,,Citec�, with S:lrety satisfactory to the City within 10 days after . the bidder has received written notice of the award of the contract:; otha:cwise said security, sh6221-'be returned to the undersigned. Licensed in a cordance< with an act providing for the registration of Contract ]License ..No. Business address Place of Residence Y3ate this day of , 19 Addendum No. Date Received ' ''Bidder's signature — - P-5 1,� , . - � 't, ^•_,i it -� yr �.. q L INFO RATION REQUIRED OF OIDDERS �`: �` kl � tlta�lii:e�(ttfnreea."A�d7 tt4iaw�t ba ate if mow .,;, �. aw vider*6 leers of the Sty of �� ! 'm t�ia: eahirnber. y 's 7 _ last tl�s- snets of all mmnbm of�by firm or naam an:titdw rf fill afficin of thy►o ration" $. Nornber of wars exomr sa"as'a morntsewr in Construction work:' �. last at Iw+st s*pro jew cmnq letad aas of rmw.&n.(Contract anrt.l(Cm of wwk)(Dam Compiastadl(Nme9 and 'addTim $0. rt flee nwm of the meson who inspectsd the site al the propco w ran a for your firm: 4 79. 0raqueaw by*6 Cty the 6iddw%hall furnish a Fawaarizsd fenan"seetement.ferancisl data,or other Wor Town oed'r ebarewaa aufficiently comprahensira to pwn*are appraisal of his current f nenaeisl sanediaiam _ G P-5 . U� " n 7 i t r 4 i i B QE9I0FIATIOM OF SUBCONTRACTORS G CadcolAo eta ol CArhk, 10d easr lKir" wig too "ob4 ding and SAcanteaedng Fair M &-t be!q & dons 4IM4113 of do asrd any erno3edanisnes therm,web bidder al�.all set forOarbalow 2fow am aid tilt of A,9 p4a of buslask of emA,xibcomemrwho vdil perform work or labor or render sarviaa to to prime W in sr ab WUM(M asrraclorz rif tfie-Mrk or Irsprovomant to oa aromm In opeli of ott If IA of am patient(11ii` pcjw $t hid 'and e�lail twOor at fat*4 pordoa of the work which evil!ba d®rla by each aaelrua-! 4qj .19n ►,ese Oboo",for ead portion gall 4®Waif. .� �� Of t&o iop"stot f l t" y a subs•onzator for alit'poniola'gf the work III be pocformwl andar the conftf%.be *11 be dieffse&ft bm to loam well pardon himmif,WAIa shall not be-permitted to suboowart that pt W-jo-' °s9."wk ,W4 ®oodWons'hawraftv sal fo �rrp ing of °�o'�®n of the t�rh to which nk aria ari�a'tor vas designated u�the ariginal bid dz oaf 'br< i td,in of pnblla a onoy or seas:ty,and then only,after a f^in�iing rrls3d to writing r s la: art ee64� goay of the other. 6 „of am STATE LICENSE , or VWRR Oh�a'd0l�GtAR`5 Nd4ME ANDAbDRE35 RJ iMBER CLASS 01 r r, t 01 By�)emission of this,proposal,the sr mra.c.or rjas_* I. Tim he is able to and will perform the balartca of ail work,mion is Covered in the above subcontractor 140ag. Y. ,;"hat the City WAI be fi rniaha'd Capies of ail;$U"htrac;s arrtea&d into and hands fumaed by subaaontrasm fbr,ois Faint p—7 ti f i i STANDARD SPEC""! °ICATIONS f' Ex pt` as haminafter provided, the provisions of the latest Edition of the "St4nderd 'Except- -for Public Works Construction" (Careen Book) �uibllshed'by Building wrs, Inc. 3055 Overland Aveanu% Las Angeles, California 90034, end all amandmahtz'theretch adopted by ehe Joint Cooperative Committee ` f Southern California District send Associated Contractors ofCalifornia; hereltnafter referred to an Standee 5pacffications® are adAoted as the "Standard Specifications" for this project,,and shall br_- onsidered ss e past of_these Special Provisions. %here opecif164 the specified editions of "Standard Specifications" and "Standard Plans" of the State ' of "7 1fornia Business and Trans Motions Agency, Npartment of Transportatign,&Ball apply. If no date of publication-is specified, the most runt edition, �ts at of the date.®f publication.of the Notice Inviting Bids for this contract, shall apply. PART l ; r GENERAL SPECIAL PROVtSlONS The following asdditionr�'�-�made to the "Standard Specifications." if.there is a conflict between the Standare! Specif!cations and these additions, these additiora shall have 6 st precedence. 1-7-1 Oeflnti tions (a) AGENCY The City of Huntington teach, Caalifornia also ,;hereinafter called "CITY'. I (b) BOARD The-City Council ,of the City of !-Untington Beams, California, l (c) CONTRACT Documents including but not limited to the proposal C Ar_ DOCUMENT forms p-1 through p-5, Standard Specifications, General Provisions, Special'Provisions, Plans, Bonds, Insurance, Contract •Agreement and all addenda '- setting,forth any modif ications of,the documents. . (d) ENGINEER The administrating officer of the City of Huntington Beach or his authorized representative- (e) BIDDER Any individual, co-partnership, association ., or corporation submitting a . proposal for 'the work contemplated acting directly or through a duly. authorized representative. (f),, LEGAL ADDRESS The legal address of the-Contractor shall be the OF CONTRACTOR address given or, the Contractor's bid and is hereby designated as the peace to which all notices, letters or other communications to the Contractor shall be mailed or delivered, -1- n r C G .'� �. tea• , i ;. ..+a:�� '`(g) LABORATORY An established labe rstory approved and , aLlhoaized by the ;Engineeir for testing materials and worts inve Wed in'the contract. SpEaAL PROVISIONS 71he special provisions are specific ci4L j�s setting forth conditions or requirr3mMts pecullar to the: work and supplementary to theme Standard Specifications. The paatmant of Transportatloe- "pWicatiom entitled Labor Surcharge said Eq ,ipment Rental Raters and General Prevaliang Wage Rates are to be considered as a part of the special provisions. (1) STATE CONTRACT"' : tr 3, Pt 5, ®iii 3, �ye Part vson , .Title: 2 of the I - Governmont Code. The provisions.of this act and ether applicable laws, form --and._ constitute a part of the provisions of this contract to the same extent as is set forth herein,in full. l�3�! Abbreviations !l MCC. ®range County Environmental Management Agency. 2�$.l Award of Contract Tt a City reserves the right,to reject any and all Proposals. The award of the contract, if it be awarded, will' be to the lowest responsible Bidder whose Proposal camplies with all the requirements prescribed by the City. -_ 2-1.2 E ecution of Contract The contract shall be signed by the successful Bidder within ten (10) working says after award,and be returned together with the contract bonds, to the City Cleric's office. Work shall commence within 10 w,arking days after the contract has been fully executed. No Proposal shall be considered binding upon the City until ,contract-1 is executed by the Contractor and the City. The contract kIme shall start an the date spec ifled in the "Notice to Proceed" issued bw,the r City. 2-1.3 Failure to Execute Contract , Failum to execute a contract and-:file acceptable bonds as provided hservin within the time specified fdt the applicable contract category shalt be ,just *suse for then cancellation of then award and the forfeiture of the proposal bid bond. ?•-4.1 Return of Bid Bond Within ten (10) days after the gward of the contract, the City of Huntington Beach will return the bid breeds acTompanying the proposals which are not to be cLrasidered 19 making the award. All other bid bonds will be held until the contract has been finally executed, after which they will: be returned `tn the respective bidders whose proposal they accompany.. -2- 1Y 1-4.2 Guarantee The Contraactor, by submission of a bid for this pro jer', expressly agrees to the herein stipulated guarantee of maitirials, productas, workmanship, and itnaatallations Incorporated Into this project. All work performed in accordance with these plans, standard specifications, and special provisions, including, but not limited to, workmanship,, installation, fabrications, material and structural, mechanical, or electrical facilities @haall be guaranteed lor a period of one year, commencing with the filing of the notice of completion and acceptance of the contract by the City, unless specific atiiL are to be.guaranteed longer as provided in special Provisions. <. Secu ty of this guarantee shall be furnished to the City and may be es included,'i;si part �f the Faithful Performance Bond. There shall be exprs wording in the Perfo' mance -Sond, if such bond includes the guarantee or warranty of the Lvbov' _-,nd Materials for one year period,; commencing ,with the filing of the Notice o`± Completion and acceptance of the contract by theCi'ty." The guarantee amount shall be for the full amount of the Performance Bond, Release of the Performance Bond shall not apply to the guarantee or warranty period. Pt is recommended that the Performonce Bond include the guarantee and warranty requirements. The Contractor, by agreeing to this latent defect, guarantee, also agrees that within 10 days after notification of a failure or deterioration of as facility or work covered under this contact, he will repair, replace or show reasonable. . Cause'as to reason for further delay. Refusal or failures to commence repairer replacement will cause'the,,City to file claim against the band. _ Excerpted from the guarantee of labor and materials will bn defects caused by acts of Cod, acts of the City, acts of vandals, or by acts of otners outside or beyondthe control of the"Contractor. 2,-5.1.1 Plans and §pecif lcations The Engineer will provide the Contractov, free of charge, copes" of plans, special' provisions and additions to the General Provis's-Ins of the Standard Specifications that are reasonably necessary for the execution of work. Contractor shall, at his oven expense, 41t1in copies of 5 dard Specifications and Standard Plans and Specifications of'tha State of California, for his ,;general use. (• If after award of,contract, should it appear that the work to be done, or,,any matter relative the- to, is not sufficiently detailed or explained in the Stan dord Specifications, Special Provisions and plans,'the Contractor shall request fmim the Engineer further explanatior)a.or interpretation of the contract. ►he request by the Contractor and the Engirieer's response mall be in writing. All scaled dimensions a,,re aapproximate. Before proceeding with any work, th�> Contractor shall carefully check and verify all dimensions and quantities'aand shall immediately "Inform the Engineer or his representative of any dizc repancies. �' -3- I � y 2-5.1.2 Com�en of Bidders and Payment for Flans and Specifications Plans, Spiicial Provisions and Proposal forms will be issued only to those contractors, who can qualify as competent bidders. A charge will be required far the'taking out of plens, none of which will be refunded to any bidders 2-&1 Removal of Defective and Unauthorized Work All work which is defective in Its construction or does not arevpt all of the requirements of the Plans and/or Specifications shall be remedk d, or rE:movsd and replaced by the Contractor in"an acceptable manner;; and nee.compenisation will be allowed for such correction. Any .work done beyond the limits of the lines and grades shown on the plans or established by the Engineer, or any extra work done without written authority, will be oonsidered,as unauthorized and will not be paid. Upon failure on the part of Jthe Contractor to comply forthwith with any order of the Director made under,the provisions of this article, the-Engineer shall have.a�authority" to cause defective work to oe remedied, or' removed and replaced, and unauthorized work to be removed, and to deduct the costs and thereof from any monies due or to become due the Contra^tor. .2-7.1 Soil Conditions 'The ContracCu�r ihall' inspect the soil conditions himself Before submitting a bid. `By submitting a bid, the Contractor acknowledges that he has satisfied iiim"self as to the, quality of the work including but not restricted to the d ondltions affecting, handling and storage of materials, disposal of excess Oaterials, the soil conditions,, and level and amount of groundwater. ih-w Contractor's attention is directed to the log of test borings hereinafter ` attached (see Attachment A). "these logs,^re records to date obtained by th"t 1,10ty and, represent the ch3racte''of mn�6-rial encountered at the test boring 'Bites lndfeated on the glans. The log of test boring is included only for the convenience of the bidders° Thwa is no guarantee, either expressed or implied, that the conditions indicated "are representative of those actually existing throughout the project, or any part of it, or that unforeseen developments may slot occur. The inclusion of the test boring log in the Specifications shall not be construed' to be a waiver of the Contractor's obligation to inspect the soil conditions hi-Oseslf before submitting a bid. By submitting a bid,'-' the Contractor acknowledges that he has satisfied himself as to the quality of the work including,but not restricted to, the conditions affecting handling and storage of materials, disposal cif excess material, and level and amount of groundwater. 2-9.1 Permanent Survey idlarkers Unless otherwise' provid;,d in the Special Provisions, the Contractor shall be responsible for proteatirig all existing horizontal and "vertical survey controls, monuments, ties and `bench marks located within the Ili-nits of the project. If any of the above requi s removal, 'relocating or resetting, the Contractor shall, prior to any construction work, notify the Engineer so arrangements can be made to establish sufficient temporary ties and bench marks to enable the points to be reset after completion of construction. -4- ZAfUdt Authcrity_of Board And Inspection - The COntractor shall gives at least 2$ hours advance notice when he or his Subcontractormill dart or resume the %wrk. r; The above notice Is to be given during working hours, exclusive of Saturday, S;oday or City healidays tatir the purpose of Petamtting the Engineer to make necessary assignme ntsi'asf his representatives. if thel''7.ontreadiiii'ad eats to work :und ar this contract more them hi hrs/d ay or J more than 40 hrs/week, Saturday; Sunday, or City holldaM he shall arrange with the, Engineer for, the required inspection service and pay the special l+nspecti�,fae s which will be charged at the following rates: �>y 4 h".or less/clay g i21?tk a hrs. to 8 hra/day, P s2 f+G:410 ",,an Special Inaction is re4uired,'the Contra-ctorshall notify the City and paw-anapection fees 24 hours in advance. If the Contractor is directed by the City to work under this contract more then 8 hrs/day or more than 40 his/week; the Special Irrpe ction fee requirements will be waived. Any work? performed in conflict with said advance notice, without the,pre Bence r; or, "approval of tha Engineer, or work covered up without notice, approval or conaeint may be re jecWd or-ordered to be undovee red for examination at Cont-4 _tor's expense, and shall be removed at Contractor's `expense, if so ordered by the Engineer. Any unauthorized or defective work, defective ma,ierisi or, workmanship or any unfaithful or imperfect work that may be discovered before the final payment and final accaptance of work shall be corrected immediately without extra charge even though it may have been overlooked in previous inspections and estimates or may have been caused due to fellum to inspect the work. All authorized alterations affecting the requirements and information given on the approved plans shall be in writing. N6 changes shall be made on any plan or drawing. after the same has been approved by the Engineer, except bl /direction f of the Engineer in writing. ..beviations from the approved P;",;ns, as may be required by the exigencies of constauctions will be determined in all cases by the Engineer and authorized in writing. All instructions, rulings and decisions rsl the <Engineer shall be In writing and shall be final .crud binding on,all partie unless formal protest is made in writing and as provided in the following paragraphs If the Contractor considers 'any work demanded of him to be outside the%` requirements of the contract, or if he considers any instruction, ruling or/ ;z decision ti"� the Engineer to be unfair, he shall within try-(I0) days after any such demand is made, or instruction, ruling or decisions is given, file a written protest with the Engineer, stating clearly and in detail his objections .and M"osts therefore. Except for such protests and objections as are made, of record, in the ,manner and within the time above stated, the Contractor shall be deemed to have waived and does hereby waive all 'claims for extra work, damages and extensions of time on account of demands, instructions, rulings and decisions of the Engineer. C S s' Lffian receipt of any such protast from the Contractor, the Engineer shell review the demand, Instruction, r)41tg or decision objected to and khall promptly advise the rantraotors, In writing of his final decision, which shall be binding on it'll parties, urnla3s within the tan (10) days thereafter the Contractor shall files with the City Council a formal protest against said decision of the f Engineer. The City Council shall consider and rander a final decision on ony, such protest within tarty (30) days of receipt of same: ' 2-10.2 RSguirernents for Work Within Other Agencies'R eht-of-Wad The Contractor Mail proseoiate wwagk on other agencies' right-of-way,rmly In the presence of the inspector representing the agency and any work done In the absence of said inspk ct r whi be subject to rejection. The Contractor shall t nets es'the approprietp,no according to the instruction given can the permit for all InspedtOns, and shall past all bonds and certifications required by the permit. The permit,shell be acquired by the City. However, the Contractor May also be requi:ed to "cure additional permits under 'his own name, which permits shall be pmcessk,at the Contractor's expense. The Contractor smell pay for all testing and inspections required by the permit. 2-10.3 Final inspection _ Whenever the work provided for and contemplated by the contract shall have been satl,-ftcto ily;completed and the.final cleaning performed, the Engineer r Wilf make the final inspection. 4-1.4.1 Test of Materials All testy of materials-furnished by the Contractor shall be rr de in accordance with commonly recognized standards of national organizations,'`and such special j methods,and tests as are prescribed in the Standard Specifications. ' No materials.shall be teed until they have been approved by the Engineer. The Contractor shall, at his expense, furnish the City, in triplicate, certified copies of all required-factory and mill test reports. Any materials shipped by the Contractor from a fac.Rory oz,mill prior to having sztisfactorily psssed such testing and lnspecti��,-% by a representative of the City shall not be incorporated In the work, unless the Engineer shall have notified the Contractor, in_writing, that such testing and inspection w 11•not be reciui red. =- At the option of the Engineer,.t :, source of supply of each of the materials seall be;,approve;d by the Enginee� 'before delivery is started end before such material it used in the work. Ttae City of Hintington ®each will pay for the initial soil and rnatArial tests. Any subsequent soil and -nate risis tests deemed necessary due to the failure of initial, tests will be at the Contractor's expense. mail f 61 Construction Schedule and Commencement of Work , Rlor to the Mart of work, arrangements will be made for a meeting between then-.Contractor and the Engineer. The purpose of this meeting Is to coordinate the activities of the Contractor within the limits of this contract, review scheduling,discuss construction methods and clarify inspection procedures. The ContrwWr shall submit for approval by this Engineer a complete Schedule showing the number of working day required to complete the project. 7he contract time shall commence,on the date shorn on tht? 'Notice to Proceed";which will be issued by the City. 6-2.1 Proaaress Schedule When, In, the judgment of the City, it becomes necessary to accelei°mae, the work, the Contractor,'when ordered, shall cease work at any particular point and .concentrate his forces at such other point or points as directed; and execute such portions of his araork as may be required to enable others to hasten and properly engage,and carry d' their work. 6-8.1 Acc_js�tance Should It,become nece ",,�r , due trdeveloped conditions, to occupy any portion of the work before .- fact is fully completed, such occupancy shall not constitute acceptance.,,- 649 Liquidated Damages Section 6-9 of the Standard Specifications for Public Works Construction shall be modified with respect-to the dollar amount of damages per day. The daily surn due per d for each consecutive calendar day !n excess of the tune u specified for completion of the'work shall be as follows: Contract-,Amount Daily Sum Due Per Day Contracts up to$250,000 $250 Contracts $250,001 to $5006000 $300 Contracts $500,001 to-$1,.000,000 $400 Contracts $1,000,001 to �1,500,000 $500 Contracts$1,500,001 and over $650 7-2.2.1 Longshoremen's and.Harbor WI'orkcrs' Compensation Act "Where Contractor has employees to whom the Longshoremen's and Harbor Workers' Compensation Act-(33 U.S.C. 901 et seq.) applies,'Contractor shall, prior.,to performing services under this agreement, fine with the Board, a certificate of compliance with this Act. Certificates of, compliance can be obtained from the Deputy Commissioner, Office of Workers' Compensation Programs, U. S. Department of Labor, ESA, P.O. Box 3327, Terminal Island, 11' CA 90731 ' 7-2.3 General Prevailing Wave Rates In accordance with the provisions of Section 1773 of the Labor Code, the State of California Director of the Department of Industrial Relations shall determine the general prevailing rate of wages, applicable to the work to be done; copies of the latest general wage rate determinations are on file at the office of the City Clark, and the office of the Director of Public Works of the City of Huntington Boach, California. - A7 M 14 NNW i Payroll Records The Cantractor's attention<;as directed to the following proviaiam of Labor Code Section, 1776 (Scats. 1978, Ciro. 1249). The dontractor shall be reeponsible for compliance with these provisions by hie subcontractors. 86 Es ch contractor and subcontractor shall;'vc e3p an accurate payroll record, showing the narne, address, social security number,,work classification, straight time and overtime hours worked each day-' and creek, and the tactual per diem wages paid to each journeyman, ®pprantice, woricere'or other employee employed by him or her In connection with the public work. b. The payroll records enumerated under subdivlsian►. ) shall be certified and Oiall be available for inspection at all reasonable hours at the principal office of the contractor an the following baf=s: 1. A certified copy of 'an employee's payroll record shall be made available for inspection or furnished to such employee or his or-,her authorized representative on request. 2. A certified copy of all payroll records enumerated in subdivision (a) shall be made available-for inspection or furnished upon request to a representative of the body-awarding the owntract, the Division of Labor Standards Enforcement and the Division of Apprenticeship Standards of the Department of Industrial Relations. 3, A certified copy of all payroll records e6-n—erated in subdivision (a) -shall be made available upon request to 'ti public.frer'inspection or copies thereof made; provided, however, that a request by the ,,",public stall be made through either the body awarding the contract, the Di vrsc�in of Apprenticeship Standards, or the Division of Labor Standards Enforcemmnt. The public shall not be given eccess,to\�Buch records st the principal office of the:contractor. C. Each cant ractor= ,call file a certified copy of the records enumerated in subdivision (a) vri�ih`the entity that requested such records within 10 days after receipt of a smitten request. d. Any copy of records {trade available for inspection as copies and furnished r upon request to the public or any public agency bI the awarding body, the Division of Apprentie.r!ship Standards or the Division of Labor Standards Enforcement shall be marked or obliterated :n such a manner as to prevent disclosure orf an individual's name, address and social security number. The name-and•address of the contractor awarded the conI or performing the contract shall not be,marked or obliterated. e~. The contractor shall inform the body awarding' the contract of the location of the records emmerated under subdivision (8), including the street address, city and county, and shall. within five working days, provid.2 a notice'of a change of location and address. 0.1 ... _ x /l I r i ff In the event of noncompliancenoncompliance with the requirements of this section, the I contractor shall have 10 days in which to comply subs'quent to receipt of written notice specifying in what respects such contractor must comply with this section. Should noncompliance still be evident after such 10-day period, the' contractor shall, as a penalty to than state or political suPd6v131on on whose behalf the contract Is made or awarded, forfeit J twenty-five dollars ($25) for each calendar day, or portion thereof, for each workery,,until strict compliance is effectuated. Upon the request of the Division of Apprenticeship Standards or the Division of Labor Standards Enforc¢rhenr.., such penalties shall be withheld from progress pay ments then due. a 7-3.1 Public Liability and Properly Damage Insurance ~ The Contractor shall furnish_to the City and maintain during the life of the . contract a public Habiiity Insurance policy In which the City is named as an additional insured. The Contractor shall also hold harmless the City, Its officers and employ ees while acting within the scope of their duties, against all claims arising out of or in connection with the work to be performied. The policy shall provide for not less than the following amounts: Combined Single Limit Bodily lniuiy an 'or Property Damaoe Including Products Liability;• $1,000,OOd Combined single limit per,occurrence. Such policy shall provide coverage at least as broad as that provided in the Standard Form approved by the National Bureau of Casualty Underwriters together with such endorsements as are reauired to cover the risks involved. 4he Contractor shall arrange for the policies to be so conditioned as ,to cover -the performance of"Extra Work",should such work become necessary. P Prior to the commencement of work under the contract, evidence of insurance shall be furnished on a form provided by the City (see Attachment B), and ho rather form will be accepted. In addition, the Contractor shall furnish evidence T=f a commi)� ant by the insurance company to notify the City of the expirations tr cancellation of any of the insurance policies required hereunder not less than 30 days before any change in coverage, expiration or cancellation is effective. �! The Contractor shall also show proof of Workers' Compensation coverage or a valid certificate of self-insurance. 7-5.1 Permits and Licenses Except as otherwise specified in the Special Provisions, the%Lon"r-_'tor shall procure all permits and licenses, pay all charges and fees and give al'1 notices necessary and incident to the due and Iawful_ prosecution of the worn,:. These permits and licenses shall be obtained in sufficient time -,to preventdelays to the work. In the event that the agency has obtained permits, licenses or ':other authorizations applicable to the work, the Contractor shall comply with the provisions of said"permits, licenses and other authorizations. The Contractor shall obtain from the State of California, the Industrial Safety Permit requ!red for the various construction Items. t, -9- <,O I � ✓ ... ., tr ..ice _. � �� (f, � �k,� 7.6.1 The,Cantractor's Re present ad Ve Contmctor ihall also tale with the Engineer, the eddrass and telephone numbers whom he or .his designated representative may be reached during hours "an the work It not In progress. Instructions and Information given bEt the Engineer to the Contractor's authorized mpresentadve 11ln person, at the address or telephone numbers filed In accordance with this section shall be sonsidemd as (having been given thae Contactor, 7-6.2 Syperintendenca r, Whatever the Contractor is not' re psent an any part of the work where the City desi�s to give `dimctir ri,'orders will be given by the Director in writing, and . shall be received and obeyed by the Contractor's superintendent or,fr oreman in charge of the particular work in referenLc�..to which orders are given.' �i 7-8.1 Cleanup aril Dust Control 11 All surplus materials wall be removed from the site immediately after completion of the work causing the surplus materials Unless the construction dictates otherwise, and unless otherwise approved by the 'Engineer, the Contractor wall furnish and operate a self-loading nicitor sweeper with spray nozzle at lctast once each working gay to kdep paved was acceptably.lean whenever construction, including restoration is incompi•:te. 7-8.5.1 Usr" of City Water System The Contractor shall, make, arrangements with the City of I-Lntington mach Water Department for mquirements location of source and payment"priior to the taking of any water from the City system. 7-M Noise-Control If the construction site id located adjacent. to a residential area, the Contractor shad take all necessary steps to limit the amount of' noise emitting from construction egvipment used. In additiiow�npp, working tours shall be restricted to between the hours of 7:00 Burl to / 7-8.8 Flow and Acceptance: '6f Water ; Storm, surface and pos;.sbly ground or other water noy be encountered at various tunes and locations during the work. Such waters'may interfere with the Contractor's operations,and may cause damage to adjacent or downstrearn private and/or public pmperty�by flooding or lateral erosion If not pmoerly controlled by the Contractorand the Contractor acknowledges that his bi= was prepared accordingly. The Contractor, by submitting a bid, assumes all of said risk. -10- 14 Nab n The Contractor shall conduct his operations in such a manner that'ttorrn or other:waters may proceed without,diversion or.obstruction along existing street and"drainage courses. Drainage of water,from existing catch basins shall be maintained at all times. rPiversian of water for zhort reaches' to protect construction in progress will be permitted if public or private properties are not damaged or,in the opinion of the Engineer, are not subject-,,to the probability of darnege.= The Contractor shall obtain written permission from the applicable p u cvjgency or property owner b,t ire any diversion of wate J'will be permitted n by the Engineer. In thie�vsse of wafer control, the Gontractoa shall corduct constrs�ction opetions to protect waters from pollution with fuels, oafs, bitumens=or other 6// nful materials. -- 7-L9 Erosion Control The Contractor,shall submit a written plan specify ens methods,to control erosion due to the construction activities of the project. This plan shall .he `submitted for approval to the,,Director no later than five. (5)°,days after the opening of bids. 7-8.10 California Reoional Water Quality Control Board P(srrnit ! ,r . 12 a Csl fornia ReW*ona... Water Qua ity Control. Boats PLurniit isreqairec?, it wi l.'! be obtainer by the City. 7-1 0.1.1 Traffic and Access No full closures will be permitted..-Daylight lane`closures mill be permitted with prior approval or' the Engineer pro are available for control of vehicle movements. Closures ate limited to between,9:00 AM and 3:00 Ptii. Safety. precautions shall conform to `Section s'86-1.J=� of5tate ,Standard Specifications and these Special provisions. Applicable sections of California administrative Code. Title 89- r_oncernita electrical.--and' construction safety standards and practices, shall be adhered to and enforced by the Contractor. Contractor &hall require that an,approved safety vest be acorn by all personnel whartare working at this project site- Any worker without a veat rray be atdered Off` the job by the kWectcr witil sueh."apparel la acquirecL Questions as to approved vests shall`be.dl><ected to the Engineer. The, Contractor sh.01 provide for and mak twin provisions for public traffic > thresh time construction area at all tunes. Unless otherwise specified in these ",Special Provisions, work shall be in accordance with Sections 4-1.04, 7-1.08 '%hrt h 7-1.95 Inclusive, 15-1.02 through 15-2.05E Inclusive, of the State LiD partrvment of Tranaportaticwi, Standard Specifications,,-"end as provided for in Tale of State of California, Dephrtment of Industrial Relations, Cortstrraction Et3ty Order* and Chapter .12024, "Warning Lights. -- Barricades" of the" l�u41tIngtcn Beach ivlurk;Gipal Code. Thee1napector may requisa additbZna� devicest P� control traffic as traffic and uc constrtion c�rditions require. The Inspect&,,rrwy stop work at the job site until Mahe required ' ety and traffic control devices are. past in place by the n Contractor. The cast for additional safety and traffic control devices shall be inelmided in the unit price or lur;p sum prices bid for the job and no additional c pieniaticn will be allowed therefore. Questions pertaining to construction, warning ;signs and devices shall be directed to the EnginaLer, Prior to the' beginning of work, the Contractor shall present. to'the City ,a detour plah pertaining to any d6tour(s) he feels chill be required to properly prosecute 6e w6rk. The detour plans, when accepted by the City, shall become the official document upon vfiich detour(s) shall be pit in place and maintained gr+hierm required. Any detour which will last longer than three calendar days s#ma11-, _. be delinestec4"by rr.movin^y tPme existing striping and legend^..N+'the pavenent by' - sandblasting irnd placing new striping and legends as may be appropriate to aceammodate the detour. Upon completion tsf the work and the restora.i�on of the road surface to its final condition,the detmir at,-!ping shall be removed by sandblasting by`<the Contractor and thy,"` original striping,replaced. Co.;st for' t removal and replacement of detour'striping shall be included in the other iterps� bid for the work;and no additional compensation will beallowed therefor. -, the Contractor's attention is "specifically directed: -to HBMC Section 12.24 "'darning Lights - Barricades",, pertaining to the use of barricades and"lights in des will be allowed as a substitute for excavation areas. Flashing barrica " igtts"as described in that section. 7-i 0.1.2` 5afetv Precautions The Contractor shall provide for and=maintain provisions far public 'traffic,, thr':xigh,the construction area at all times. Unless otherwise specified in these " Special provisions, work shill be in accordance with Sections 4- .04, 7-1.08 through 7-1.95 inclusive, 15-1.02 through 15-2.05E inclusive, of the State Depenment of Transportation, $tandaid Specifications, and"as provided for in Title 8,-of State of CaUfornia, Oepart.ment,�)f Industrial Relation's, Constriction Ss><fety Ordem, and Chapter 1224,, "Warning Lights �- Barricades" df' the v "� Iuntington Beach Municipal Code. .. —12— ,.. _.._ r�} ,he Inspector may require` add!tionol devices Us traffic and conaatiuctich canditk9ps require. Questicns as to cons'tmetion warning signs and dev�ces,41811 be directed to the Englnear., Contractor ohell require that an agpproved,,safety've=st be worn by all personnel vAw area working at-this project site. Any worker.without a vest may be ordered gaff the fob by th};(Inspector untai,,s,ch apparel Is mcquirecL Questions aria to approved vests shell be drectod to the Engineer. Applicable' sections of CCaliforris, Administrative Code, Title S, concerning electricaLand cr.-- ruction safety standards and practices, &hall be adhered to J®nd aanfa'rl/ed by the Contractor. f7-10.3 Bardcaade�,R` l ' All. barricading diall comply, with the provisions of the Manual on Uniform i `\ Traffic Control Devices- 1975,as amanded. 7-1�a1,5., Water lain Shut Cows When a City water main or se.-Ace Is to be shut down, the affect-d residents shall- be notified by the Contractor at ,least 24 hours in advance"of,the, shut down.I The Contractor shall prouved with the water facilities work in an expedient manner until the water lines are in service. If water service to residents is disrupted for more than L hours, the ,Contractor shall provide ¢emporary v!ztaer service to the residents. The cost shall be included in the other items bid. 7-15 Registration of, Contractor , Prior to the award of contract, the Contractor shall be licensed in'accordance with the provisions of.Article 1 to 9 inclusive of Chapter 9, Division 3 of the Business, and rtogessions Code, of the State of California and Amendments thereof,. providing for the 'registration of Cortra6tors,,,and defining the term "Contractor, providing a method of obtaining licenses to en,-,,._ ge in the business of contracting and fixing the fees for such licenses; and prewribing the punishment for violation of provisions thereof, as amended, 99-3.1.2 Eayment C'enerai Payment for the furnishing of all labor, materials and equipment necessary to perform all work indicated on the plans and`desciibed in these 9pecif1 cation-and Special Provisions shall be included in the contract unit prices-bid for the items, '�1lated;, on the Proposal, and no idol ionel compensation will be allowed Corn rnscsation for Items of ;work shown nr described, but not listed an the proposal,will be considered to be included in the prices bid for listed,items. Nen-listed items to be included in the unit prices bid for various items listed on the proposal consist of, but are not limited to the following: U - 1. * to us and dewataling. u �, Oackf compactionan disposal of surplus materlelo 7 3a 6 Intilnit�g pc'bilC utility faCilitiea. = ' 5. 'Trench resraW ng. 6. Gerierd finishl'hg and clean-up. T. Sarricading,traffic coiitr°dl, and temporary striping. �. Restoring private property impmvements. 9. Potholing utilitiese 9-3.L1 Dress F�ymesrts` v The City shall, once in each month, cause an estimate in writing to he made by the Engiricer of the total amount of work done and the acceptable material:i furnished and delivered by the Contractor to the°job site and not used.as of, the: t'arhe of'\,juch estimate and the'velue aF mof, The City, ihall retain money in then amount ,� tan percent, (!0%) of the progress payment unless approval oil Engirseeir for greater percent of such estimated value., of the viork done Err obtained. The City shall retain money in the amount of"fifty percent (50%) of the value :of the mama riefs'ao estimated 'to have.been furnished and delivered and unubsd, pror,,W6 the materials were "fabricoted specifically for the paojeck, N6 payment will be made for etandard stock items that have not been incorporated in,the work.' �s Tt* City monthly pay to the Contractor while performing the work, the ` progress payment balance, after deducting therefrom all previous payments and all sums to be. kept or retrained under 'the provisions of the" contract.161 No estimate or payment shall be required to be made when in the judgment of the -Engineer, the work is not proceeding in accordance with the provisions pf the contractorrhen in his; d t the total value of the work done since the„last lu gm ep _. astimate amounts to lase than three hundred dollars,.'($300). _> At the request and expense of true nontrsctar, sub.etitution of securities for any �+ n monies'withheld by the City to ,insure performance under tha contract`'st all be permitted in accordance with provisions of the California'Government Code, Section 4500. 9-12-2 Final Payment _> The Engineer shall, after completion of the contract, make a final estimate of. the amount`of work done thereunder and the value of such work, and the City of ' Huntington ®each shal0pay the entire,sum founia to be due aftir deducting i therefrom all previous payments and all,sinounts to bE-kept and all,irnounts to be rtisnea wider the provisions of`the contract. All prior partial estimates and pay`�.,r`ents shall be subject Ld corml4ion in the final estimates and payment The fin& payment shall ,not be due and payable until after the expiration of thirty-five (35)'days• from the date of recording a Notice of Completion le is�mutually agreed betwaen the parties to the contract that rid certificate c givers qr payments made under the''contract, except the final certrtk�ate of final payments shaall be evidence of the perfo,-manse of the contract, either wholly or In part,against any,claim of the party of the first part, and no payment sheli be construed to be an'acceptancr'of anu:defective work of unacceptable mateeials. �i -14- Section 10 PPogosal Requiraments° 104 Examination of Plans. Standard Soecifications. Saecial Provisions and Site of 'Work: The bidder°shall bxamiine carefully the site of the work r.,ontemplated and the proposal, plans, ncificaitions and contract forms therefore. It will be assumed j that the bidder has investigated and Is satisfied as to the general and local I conditions to be ancountared, as to the character, quality and quantities of the ,work to be performed sM materials to be furnished; as to the character of esquipm=it and-faci itims needed preliminary to and during the prosecution of the 'dark;and as to the requirements of these specifications.. It ls.mutually agreed that submission of a proposal shall be considered prima ( facie evieience t'eat the bidder has made such examination. No verbal £ agreement ear• conversation with any officer, agent or employee of the City either betfoce or after the execution a this contract shall effect or modify any o of the terries or obligations herein contained. r 10 2 Protsosal'Forrrr All Pro .owls must be made on blank forms to-be obtained from the office of the Director of Public Works at the Civic Center, Huntington Beech, California: The Bidder shall submit his Proposal on the form furnished him„ Proposals eubmitted an forms other than the one issued to the Bidder will be 4 disregarded All Proposals must give the `rites proposed both in words and numbers, of which words will prevail over numbers, and must be signed by the Bidder With z his address and rtelephone number, If the Proposal is made by an individual, firm or partnership, name, post office address and telephone number must be 'shown.- If made by;a corporation, the Proposal must show,the -same'of the state un er whose laves the corporation was formed, and the names, title, and business addresses .end telephone numbers of the President, Secretary and Treasurer. -_-- - !®:S Prngosal Bid Bond All ►ids shiall be presented under sealed cover and shall be accompanied by cash, a cashier's check, certified check, :r bidder's bond made payable to the City of Huntington Beach, for an amount equal to at least ten percent (10%) of the .y amount of said bid, and no bid w;11 be considered unless such essh, cashier's check, certified check, or bidder's bond is enclosed therewith. 10-4 Withdrawal of Proposals Any bid may be withdrawn at any time prior to the hour fixed in the PJcjce To 6 Contractors for the opening of Lids, provided that a request in waiting, executed by the Bidder or his drly authorized representative, for the withdrawal of such bid, is fHad with the City Clerk. The withdrawal of a bid shall rat prejudice the right of a Bidder to file a new bid. ri 4 F-4 � ; 110-5 Public Opening of Procosals Proposals will be opened and read publicly at the time end place indicated In the Notice To Contrai:to;r« Bidders or'their authu'rized agents are invited to be t presents 10-6 Re ection of P oposals ContainIM Alterations, Erasures or IrraMgIraties Proposals may be rejected if they show any alterations of fora-4 edditions not << called for, _conditional ;or alternative bids, IncorMleice bidsr, erasures, or Irregular des of any 'kind. Any mistakes and their sube..egLent corrections shall be Initialled by the Bidder. The right is reserved to reject any or all Pmpdsals. 10-7 2iawualificakion of Bidders More there one proposal from an and�,hdual, a firma, a partnership, a corporation, or sh association seeder the sure or differen-,,ndmes will not be considered. ,,Reasonable ground .for believing,that any Bidder is interested in more t6n one Psposr;l for the work contemplated will(. cause the rejection of- all Proposals in which such bidder is. interested. If these is Mason for believing ,that collusion exists among any or all bidders, any or all Proposals may be rejected. Proposals in;which the prices obviously are unbalanced may be rejecteel. y - _ o \� J-1 {f ®16- H 6 s • � � •'' as ,...o.+. . w t 85-0109 SPECIAL PROVISIONS `additions are made �o Parts 2,. 3 and 4 of the The i`ollos�ing Standard Specifications. ,\ If there is a• conflict between th�sa r ., addittons 'and the Standard Specifications, these additions shall Adagt3onaal . specifications are Included In Part 3 Section C for Items of work not covered in the Standard' Specifications. it PART 2 CONSTRUCTION MATERIALS 11 J7here applicab,Ye, alternativc,.'materials specified in. Fart 41 -of ' the. Staarda rd 5peoifications shall be used. 211-2.1 LABORATORY MAXIMUM DENSITY The maximum dry density shall be established in accordance with teat method ASTM D1557 or California That Method #216. 2f i-2.3 'RELAT17 E COMPACTION Wherever relative compaction is specified to be determined by 0$est Method No. California 216, the relative compaction will be determined by Test Method No. California 216 or 232. The area, as Stated in Test Method No, California 231,,, may be represented n by.one or more individual test sites, 211•-3 SAND EQUIVALENT TEST �'. Evaaluaation of gradation and sand equivalent test results ` shall i conform to�ihe provisions- of Subsection 400-1-4. The gradation i and sand equivalent requirements of�f5�b'sections 200-2.2, 200-2.4,, .100-2.5, 2001-2.6 shall bi the aLoving average requirements.- Individual test requirements for gradation and sand equivalent shall be as �dei� rmined by the ''Engineer. -; J _= o- r lr 17 f PART 3 CONSTRUCTION METHODS: A,. General Descrietion of Work .The work to be done, in general, consists of. construction of a parking lot and boat dock including ., dredging, earthwork for parking lot, asphalt concrete pavefa'ent; concrete curb and gutter and sidewalk, rxp `i rAp, shore protection, prestressed concrete guide i piles., floating dock;, aluminum gangway, fire hydrant, baffle box drainage structure and outlet pipe, and striping. B. Additions,.,to Standard Specifications 300--1.2 PRESERVATION OF ,PROP.ERT% The contractor shall protect in place (as possible) any, shru&,, bush, or tree adjac,apt to or directly threatened by intended construction. S&,Uld removal seem necessary, the Contractor shall first contact. the Engineer so' that a ` qualifiers inspector can judge its poasible protection, salvage, and/or relocation. J,r 30v -1 .1 REMOVAL AND ,DISPOSAL OF; MATERIALS ( GENERAL") �l �> No burning will be permitted.l, 300�'-1.3.Y a); HAULING OF MATERIALS. InA2ordex to protect the City streets from deterioration due to hauling of materials, the contractor shall submit (prior to pre-job meeting) for approval, a proposed route for the hauling of materials for disposal. Upon approval, the Contractor shall strictly adhere to that route only, unless written permission is obtained to change the route. ` Lr 300-2.6.1' DISPOSAL SITE = i Any nonorganic material removed from the project site, asphalt, .concrete, etc., may be disposed` of at no cost at; the Cit+y's landfill operation located at Gothard Street ir.. Talbert Avenue. Oredged,material removed from the channel shall not be transported to a disposal site f'intil the City determines, that.'the material is sufficiently Ury. r The Contractor shall be responsible to obtain from the City a Perr4ssion to Dump fnrm and shall provide his drivers with prope�; ,identification` to. be presented at the landfill operaflon. 300-2.,9` PAYMENT FOR SURPLUS MATERIAL Payment, for excess material such as broken asphalt, aggregate base, broken concrete, clean soil, etc. , shall be included in the clearing and grubbing item. 1 301-2 UNTREATED LEASE MATERIALS Section i. Ma t—1 riatlss Untreated base materials shall meet the re4 'iremeants of Section 400 and these Special �-' Tovisionss. In 116u of the second sentence• of Section 200-2.4.1, at least: 65 percent, by weight, of the Material retained on the No. 4 sieve sFaaall be crust pax:� cles a$s'`det&rm;-ned by Vest Method California 205. Evaluation of .gradation and sand equivalent test results shall conform to the grovisf-ns of Subsections 400-1.4. The gradation and sand equivalent requirements of Subsections 200-2.3, 200-9.4, 200-2.5, :and 100-u2.6 shall be the moving average requirements. Individual test requirements for gradation and sand equivalent shy ill be as determined by the Eiji-Materials Lab. Section IS: General Provisions Add to Subsection 301.2,1, "General", the following: Untreated base maateria l for pavement, cross gutterps spandrels,;, and similar types of Improvements, shall be constructed of material as specified herein. The material grading shall be either Coarse or Fine as specified in Subsection 200-2.4.2, "Grading", of the Standard Specifications, at the option of the Contractor. Changes from one graading,,to another shall not be made during the progress' ofc the`work, unless permitted by the Engineer. Revise Subsection 301-2.2, "Spreading", as follows: Delete the last two sentences in paragraph 2 and add the following At the time untreated base material is spread, it may have: a moisture content sufficient to obtain the required„ con action. Such moisture shall be uniformly distributed: throughout the material. Tailgate spreading , by e , p trucks will not be permitted except for spot dumping and in areas not readily accessible t,o spreading equipment. 302-5' ASPHALT CONCRETE -see i�ion 1 Materials1l.,~ Arphalt concrete shall meet the requirements of Section 400 �aad thesespaecial Provisions. 19 — a e r tJ Y �1 Cca= aggregate shall consist of material of which,aat least 75% by weight ishpAll be crushed particles in lieu of the requirements G of Section 400-4.2.3. {� The viscosity grade of paving asphalt sh all be AR 4000. T_47; ,exact ppropot4.1cas of aggregate and the amo,mt of asphalt binder for each type of mixture shall be regulated as directed by the Engineer. Nowrever, aas "aa,-general guidellne, the required asphalt content for asphalt concrete mist designs will be as follows: Arterial RIghwaays 3/4" (III-E-2) Base Course l5.4% 1/2" (III-C=3) Surface` Course 5.8a ^L Non-Arterial Streets 3/4" (III-B-3) Base Course 5.7% 1/211 (III-C-3) Base & Surface Course 6.0 till 'the sand equivalent and Stabllometer-Value (5-Value) requirements of Subsection 400-4.3 shall be the moving avers,,ge requirements Individual test requirements for sand equivalent and S-Value : shall be as determined by the EMA-M&Alerials Lab.. Section -II General Provisions r t, ,add to Subsection 302-5.1, "General", -the 'following: If the finished surface of the asphalt concrete /does not meet the specified surface tolerances, it shall be brought within tolerances by either (1) abrasive grinding (,foll.owad by fog seal coat on the areas which have bolln ground) , (mi) placing an overlay of asphalt concrete, or (3) removal anyi ; replacement. The method staaall be selected by the Engineer. f Delete Subsection 302-5.2, "Prime Cost",* and iisubstitute the following: When sPecifled, a prime coat consisting of Grade MC-250 liquid asphalt shall be applied to the surface of the prepared base or subbase prior to placing asphalt concrete at a rate between 0.10 and 0.25 gallon per square yard. Modify Subsection 302-5.3, "Tack Coat" as follows: _• ,A tack: coat of SS-lh type emulsified asphalt',where stipulated on the and specifications or required by the Engineea, shall be applied in accordance with Subsection 302-5.3. AR 1000 paving asphalt array be used only when approved by, the Engineer. AR 100.0 paving asphaZIt, when approved, shall be spread in ar;cordance with provisions. of Section 203-1 r 20 ♦< n r.. Add to: Subsection 302-5.4, "Distribution and Spreading", the f6llaming Nl `,'.Asphalt concrete shall be spreadJmnd compacted with a self- �� propelled asphalt paving machines-'capable of spreading and vibrating a width of 12 feet, or by other equipment with prior, approval of the Engineer- Tarpaulins shall be used to cover all loads when directed by tail Engineer. The tog layer of asphalt concrete shall not exceed 0.20-foot in compacted thicg!ness. Each large of the top layer, once commenced shall be placed without interruptlon. All screed extensions for pawing machines shall be provided —" with a tamper, roller or other suitable compacting devices. ! Add to;:5ubscectidn 302-5.5, "Rolling", the following: Three-wheeled rollers as specified in SubsaactAon $02-5.5.1 shall not be permitted. Pneumatic rollers shall be required On lower layers only. Initial breakdown compaction shall consist of a minimum of three (3) coverages of a layer of asphalt mixture. A pass shall be as movement of al roller in both dissections over the same ' path. , A coverage shall c©nsisst of as many passes as. are, necessary to cover the entirei, width being pavers. Overlap without displacement of material in accordance with • i good rolling practice, shall be conside7ed to be part of the coverage being made and not part of a subsequent coverage. Each coverage shall be completed before ssubsequent .coverages are started. The,.final or ,eurfasce layer of asphalt concrete shall not be placed until all on-site improvements have -been completed, Including all grading, and until all unacceptable concrete 'is removed and replaced at the direction of the Engineer. Modify Subsection 302-5.5 "Measurement and Payment" as follows: payment for asphalt concrete shall also include grime: coat, tack coat and seal coat as required. All permanent asphalt concrete except asphalt concrete berm shall be included in the bid item for asphalt concrete. 305-1.1 CONCRETE PIKES Furnishing and installing the concrete guide piles shall conform to the requirements can the Drawings and section 305 of the r ' Standard Specifications. 30.5-2 Guard Rail V Timber poles used for -the guard nail shall be new and of a uniform cross-section throughout their ;- 2'*n th. Th ared poles will be � � C'�yo not permitted. "s Timber poles shall be treated as indicated on the dra#vsngs and. in Section ,204�2 of the Stiandard specifications. ; i 1Y 0 t, v v 11 << 22 310-5,,6 PAINT7.�7G fiRAPI+'I_C, STRIPING, PAVEMENT 14ARKINGS AND CURB MARKINGS' The Contraac.ror shall be responsible for the placement of all required teitoorary pavement striping and markings and the removal of those existing stripes and markings In order for the coo- pleti6n, of required temporary striping. The "Contractor shall replace all pavement markings (painted and raised) des,troyed during construction and coordinate the work. r with the City. Contractor shall submit a detour and barricading plan forty-eight (48)`` hours in advance of any work for traffic engineering aapproval. All stri-]Oing furnished by the Contractor shall be inspected by traffic engineering personnel for approval,. 310-5.6.1 PAVEMENT MARKINGS, REMOVALS Traffic stripes shall be removed before any change is made in the traffic pattern. Removal shall be coordinated with ' the Installation of new pavement markings to provide continuous, nonconflicting guidance to public traffic. All striping to be removed shall -be sandblasted. . 310-5.6.4 PAVEMENT KARK'INGS, STANDARDS All pavem('t markings shall conform to the standards of the applicable \ ortions of the State of California, Department of Transsportat3on Maintenance Manual, Chapter XVI, "Pavement De- lineation" as amended. 310-5.6. 1 PAVEMEIUT MARKERS Pavement markers shall conform to the provision in Section 85, "Pa'vement Markers", of the State Standard Specifications and these Special Provisions. Paf ement markers shall be placed to the line established by the Engineer, which will consist of temporary painted line, one for each direction of travel All additional work necessary to establish satisfactory lines for markers sliall be ; performed by the Contractor, including correction df minor irregularities in the line established by'the Engineer. 31075.8.2 REMOVE RAISED PAVEMENT MARKERS Existing pavement markers, when no longer required for traffic lane aelineation as directed by the Engineer, shill be removed and dlspa6ssed of prior to capping Dearing the removal of ceramic type pavement markers, screens or r 23 r raw y' other protective devices shall be furnished to contain any fragments es provided For in Section 7-1.09, "Public Safety°, of the C62Trans Standard Specifications. bAll fragments resulting from the removal of pavement markers shall be removed from the pavement surface before the bane or lanes are opened to public traffic. 322--6 LABORATORY Testing shall be performed by the O.C.E.M.A. Material Laboratory. C Ztems of Work Not Covered in the Standard Specifications FLOATING DOCK SYSTEM - << 1 GENERAL A. This Section is for ' the fabrication and installation of the floating dock system. This system shall be complete and include pontoons, decking, framing, mooring cleats, and bumper strips. b. �Il woik shall conform to the shop drawings approved by the Engineer. Construction details, finishing details and colors of the comp7,'9ted floating dock system sha11 be conslt�,c'ent throughout. C. Dock system whi&h is proposlad shall be furrishi14 by a Firm having a minimum of five (5) year..; experience in the manufactviing and installation i` of similar type units. d. The dock system including all components of the system shall be designed for a twenty year life„ expectancy. Each coMpon,6nt shall carry an unconditional warranty for i i,two (2) years after project acceptance. 1` Z SUBMZTTALS Prior to the start of construction or fabrication, i the Contractor shall submit shoo drawings for r review and approval by the Engineer and`'the State Department of Boating and Waterways. 24 }S. 4(? r 3 MATERIALS a. Miscellaneous Metal 2. All fabricated and miscellaneous steel shall con- e�� " fc-= - to ASTM A 36 and shall"be loot dip galvanized after faabricatlon in accordance with ASTM A 123. 2. All screws', bolts, nuts and lock washers shall conform to ASTIR! A 307 and be hot--dip galvanized in accordance with ASTM A 153. Plat washers" _ shall comply with the requirements oi ANSI B 27.2 rand be galvanized in accordance with AST WA 153. f b. Wood 1. Timbers: All timber shell be stress-rated Pacific Coast Douglass Fir, S4S, No.o_ 1. Timber shall be identified by the grade mark of a WCLZ` association ce independent inspection agency using the specific grading requirements cl the association. Such association 'ear (,independent inspection agency-shill be certified by the Board of Reviews, American Luffider Standards Comanstteee, to' grade the species used. Fabrication of timiiers shai•1 be as complete as practicable before preservative troat7 „ ment. Preservative treat timber In *dcordance with AWPB LP-44 with: gentaechlorophenol (type A) Mixture to a minimum retentions of 4.5 pcf. ' _ afar- king of treated wood is not' r uired; ' however, ` the treater shall` provide certI21castion of maat- crial- used aand ;retention' rate. 2. Glued Laminated Wood Timber: All glued laminated wood timber shall be Douglas Fir Symbol 24F--W4 as described in 'fable A-1, publication'- 117-79, Design of the American , Institute of Timber ' Construction and, shall be identified by the grade mark of a recognized association or independent inspection agency using the specific grading. requirements of the aDssociation recognized as covering the species used. Such association or Independent inspection agency shall be certified by the Board .of Review, American Lubber Standards, Committee, to grade the species used. Fabrication of timbers shall be as complete as practicable before preservative treatment. Adhesives shall conform to ASTM D 2559. Preservatives shall conform to AWPB LP--22 with chromated copper arson- ate-R (CCA-B) mixture to a 'm nimum retentionx of 0.4 pcf. Marking of treated wood is not required; ' however, the treater shall provide certfication of material L;sed and retention rate. 25 I - 3. °ield cu en and holes ah,all be treated 3n, accordance with AWPA N 4. c.,, RubberlPlastic v 1. Pontoon shells- shall ',.be manufactaared from either high densitpolyethylene or cross-ljhkea olyegh lens material con€ors�ing to ASTIIPl3 1 Z4 H with a a,3 rum of X dArbon>loading. The polyethylene shall < be black in color and have a minimum wall thickness 0£ 0.02. Pontoons sl all be r-tationally molded: Vacuum formed ontoons 11 not be acceptable. Pontoons i,e nufactured from polyethylene shall be, filled- with: a block of one-pound- er,-cubic foot density expanded polystyrene foam. The . pontoon shall carry an unconditi©nal liwarranty for two (2) years after project acceptance.. Z. Bumper strip shall be extruded of non-marking', non-yellowing, marine grade vinyl.-.. Each strip shall have a minimum bei ht :of 3 inches and a minimum weight of 0-43 pounds per lineal -. foot. Outside corners shall be protected with corner bumpers molded of ,-the same material as the bumper strip and have, a minimum weight of n 1-3/4 pounds each. The bumper stri �d � l corner bumper shall #e a ual to WHenderson Ilea Bumper 'tri s l em No.' 302 -and Corner Bumper Z em NO. 304, all as supplied by Henderson Marine Supply, RichmoAd, CA or equal. The bumper strip and corner bumper shall be installed with large 04 head Z" long aluminum nails LS 263-64 in accordance with standards set .� byy the U.S. �L Department of Commerce. Nq!2`shank shall b r ggri or screw type. Nailing shall be at 4 ' O.0 on bath top and side of floats. d. . Guide Pile Rolle--s Guide p��rle roller's shall" be equal to the Super Pile Troller, .item No. 611, Henderson !Marine Su ply- Richmond,° CA or equal. The .roller ma erial shall be ultra high molecular weight plastic with a solid stainless steel Typ.� 304 anxle and supported "by galvanized steel mounting bracket. e Mooring Cleats \ Moorin cleats shall be galvanized cast iron and shall tie equal to Henderson marine Supply Item 504, Heavy Ship Cleat. Sizes-, are indacateZ on the plans. 26 a o a 61 1 4°. INSTALLATION { Decking shall be a continuous non-skid surface. .- All bolts' with nuts wearing u,_-�n timber shall have ` malleable' iron mashers _ a. Floating docks sshaall be designed to withstand a minimum live load of 20 pounds per squara foot. Freeboard shall not exceed 20 inches nor be less than S inches under any loading conditions; Also, at no time shall any framing member come in contact with water underdesign loading conditions. U - _d. 71cating docks *1411 be designed to withstand wind, wave, current ..and impact loading that may reasonably be -' expected to occur during the life of the structure as a result of the docks location or, exposure. c'. Where the dock must support a gangway, special atten- ` tion, must be given to insure that adequate floatation .11,18 provided to support• the, dead and live loads of both the iloat and the gangway. 6. MEASUREMENT AND PAYMENT The floating dock shall be paid-for at the unit price per square L Y toot of deck area; includling fillet areas. ALUMINUM GANGWAY, r 1 GENERAL a. 94rk for the fabrication and installation of the g����igQraays shatll L�onform to .applicable requirements of slaction 304, METAL ,F.ABRICATION AND 6011STRUCTION of Standard Specifications, b. 5hsj dsawipgs and calculations shall be submitted and atiproved by Engineer prior to fabrication or Installation. 2 MATERIALS aa. Structural members: Framing shall he fabricated of 6061-T.Z aluminum alloy structural shapes conforming to ASTM's E 209, 'E -221 and R 306 b Cleats: Cleats shall be fabricated of 6061-T6 aluminum a310y bars conforming to ASTM 8 221. Each cleat shall n . u - Ij be,414- inch x ' 1 inch. . for the full width, of the t ga�sgway and installed at 121P on center. c. Handrail: Handrail shall b fabricated of 6061-T6 aluminum pipe and tubing°conformingnto ASTM B 429. at d. "Hinge Bearing Plates and Apron: The hinge bearing plates and apron componentm ' shall be completelIy fabricated from 6061-T6 aluminum alloy conforming to t ASTX's>B20'9, B 221,-,'and B30E. r e. _: kasteners All bolts, screws, nuts and washers shall ' be, manufactured from either 2024-T4 or 6061-T6 al"t:minum alloy conforming to ASTM B, 209. t� " f.,, Wheel's`: Gangway wheels shall have an aluminum wheel with sealed roller bearings and a polyurethane thread. The wheel shall be sized to withstand the design loads. �J ^g. Wood:' Wood shall be st"z'ess-rate6jPacific Coast r Douglas Fir, Structural No:'- 1S4S. Timber shall be " fi = identified by the grad,p mark of°WCLB. Fabrication of= timbers shall be as complete as practicable before presgrvation treatment. Preservative treat timber in accordance'' with, AWPB LP-44 with pentaohlorophenol (type A) mixture to' ' a, minimum retention -of 0.5 pcf. t Marking of treat,�d wood not` required but treated t,. shall provide, certification of material used and retention rate.: h. Field cuts and holes shall be treated in accordance J. witb AWPA M--4. C i. -Shop drawings shall be submitted and - approvedd by 1� Engineer prior to .fahricatiop or installation. f 3 CONSTRUCTION a. `General: Aluminum gangways shall be Hallsten Supply Go Sacramento, CA or equal. b. All welding required in the fabrication 'of these gangways shall comply with, othe provisions "of the" Structural: welding Code: 'luminum A�JSI-SWS D 1.2 ' r (latest e`altlnn) All aluminum gangways shall be Subject to testing 'according -- to the abov4 specif-ications. The Engineer has the right to test' any , gangway or part of gangw-iy �\ he determines necessary to insure that it meets the requirements o the specifications. .f All welding procedures shall be submitted to the All and approved by him in 28 r ;r writing prior to use on the gangways. Gangways shall ., be fabricated `only by certified welders, and welder certifications shall be submitted to, the engineer prior to start of fabrications." All inspection :and testing required by the Engineer on aluminum gangways will be paid for by the contractor. The casts of welding procedure approvals and welder certifications will be paid for by the welding contractors. Is is recommended that Yndustr.ial Testing International Inc. (or an 'equal) at 11295 °sunrise Gold Circle, Rancho Cordova, CA 95670, (916) 635-3294 be utilized - 2 for testing 3 N C. Direct co?bact between aluminum and dissimilar metal's and concrete surfaces shall not be permitted. Dielectric• fiber, gaskets and/or sleeves shall be used to isodate, the aluminum from thise materials." d Nandr-aals sxaall b`—tprovided obi both sides of gangway, with heights, of 4� �.minimum or 45: maximum. e. T a mi"iimum walkway clearance of the gangway, inside oaf the handrails, shall be. four (4) feet. �1 lo l r 28-A ®s f , r �t f,. The handrail shall be designed to prev�<nt(i�ik nine Inch sphere from being paass$ed through any opening. g. The gangway shall support a uniform hive, load" of 40 poun" per square foot. h. The completed gangway shall have a uniform, finish an&,. all 4xposed surfaces and welds ,shall be ground smooth. After fabrication, the gangway shall receive the following paint system using Dunn-Edward6 (or equal materials and Instructions: Pretreatment - Vinyl wash pretreatment 42-36. 1st Coat Zinc dbromaate Primer 42\a6 Yellow, applied withir%Ja hours after vinyl wash to a ., minimum wet film thickness of 2.7 tails,. end Goat - Loc Kote 42-23, applied to a minimum wet film thickness of 3.2 mils 3rd Coat Enduralssheen, semi-gloss enamel, 39 - series, applied to as► minimum wet files thickness of- 3.2 mils Color of final coat to batch ALCOA Duranodic 312 medium bronze. 4 , MEASUREMENT ARID PAYMENT The gangway shall be paid for at a lump sus price.. DREDGING 2 GENERAL This work oonsissts of furnishing all labor, equipment, materials a ii a incidentals neoessstry ,for Completing; the dredging work In... ' accordance with the:Drawings and Specifications. 2 BUOYS AND RANGES _ The, contractor shall furnish, place and maintain all buoys, o ' 'sarkers, and ranges necessary for the proper control of dredging ov-eraat,lons..: The Engineer w ll cotablitsh the base line` and one or more refvrence points for than `Contractor to use in setting,_,buoys, markers and raangevs" The Contractor shall give at least two l} "orking days notice in writing when requiring the services of the Engineer in establishing the base line. 29 .1 3 LIGHTS The Contractor shall keep proper lighting between sunset and sunrise, on all floating equipment, tip-on all ranges and other markers , and upon all buoys which are of such size and at such location3 an to endanger or. obstruct navigation. The Contractor shall be responsible: for all damage resulting from ,negligence o,, failure in this respect. If and when work is performed at night, than C®ntractor shall maintain lighting on or aabqut the equipment as vigy be required for the proper performa$nce"ind inspectlon of that'-gor k 4 INTERFERENCE WITH NAVIGATION The City w1ll ' not undertake to keep the harbor, channels, or berths free from vessels or other obstructions. The Contractor shall so conduct work as not to interfere with navigation or with the be�ithing of ships, and sshalL kaep the chap ,?�ls` open to navigation. All dredge eq?,}ipment must be provided with pr®por signals and no gloating equipment shall be left in any channel or harbor without competent personnel aboard to maintain all navigation signals. 5 PIPE LINES AND CABLES The Contractor shall exercise every precaution to prevent the displacement, injury or obstruction of any marine cables,. ; mixes carrying electr c currents, or water, -gads, oil, sewer, or other pipes, or conduits either submerged or above. water, in the area of operations, and will be held responfsibl`e and shall satisfy all ,claims arising for any damage thereto as as result of his operations. The Contractor shall thoroughly review all records of submerged utilities , in the area of operations. The City will make available to the Contractor its record of submerged utI1A—_+�-Z, but cannot guarantee the conditions existing. 6 SALVAGED ARTICLES' OF VALUE The City, at- Its option, way claim any or all articles of value lccated at or recovered in dredging. Should- an 'article be. claimed by , the City; , the cost of recovering same will . be determined by the Engineer, and the amount thus established will be pall to the Contractor as Extra Work. T OBSTRUCTIONS If. "rocks, logs, snags or other objects and obstructions are encountered within the limits of the dredging prescribed herein, the Contractor shall remove the same and dispose of them .at the Contractor's expense. 30 .J 8 DREDGING PROCEDURE Vredgingl shell be carded to lines and depths as indicated oar, the Drawings and as directed by the Engineer. The Engineer may change the lines and depth at his option, provided such changes do not involve delays to the Contractor nor materially increase the cost of the work. When dredging adjacent to existing wharf structures, marine 3 ;ways, dolphins,), breakwaters, rip rapped slopes, etc. , is ! undertaken, due' caastli6n� stall be exercised so as not to overdredge in the immediate vicinity and endanger the { .structures. The Contractor will be held-responsible For any damage to existing slopes and adjacent structures where side slope material or other -material outside of the prescribed limits for dredging is removed or disturbed as a result of his operations. 9 DISPOSAL A11 dredged mateelal is intended to be-, hauled off at the Contractors expense to a site approved by- the Engineer. t , �10 FINAL SURVEY AND ,REMOVAL OF EQUIPMENT 4 ° i As soon as practicable after the completion of the dredging work, :a final survey • will be made over the. entire area dredged. Should, any shoals, humps or other lack of contract depth:rbe disclosed by the final survey, the contractor'will be required to remorse `them by dragging the bottom, or by dredging. Upon completion of the work, the Contractor shall remove at once all equipment, including buoys, ranges and pipe lines, etc. ,= fused in the work. Any streets and propertg including disposal, areas, used in connection with any dredging operations "shall he cleared of all obstructions and left in as goad condition as previous to its occupancy or. use. . 2�1 MEASUREMENT AND PAYMENT .dredging_,°shall! be paid for a, '.the unit price per cubic yard of material removed. Quantltles of dredged material,,shall be �etermined by. taking soundings before and after dre11ging, plotting the soundings as cross-sections, calculat!,-�g the average end area of cross sections and meal tiply.4ng the average and area by the distance between cross sections. $ Aateslal- dredged, elow the lowest pay line for dxedgsng as shown o'16 the ,,a�rawings will be deducted from:`dredge pay i- quantities. L 3,"a s 1 SILT CURTAIN I GENERAL a. Provide :iand Install ai silt &urtaain complete with faab- rIc, -1 ballast. buoys, anchors and miscellaneous acces- aoilws, if necessary, to Wiest the Gallfsrnl�k Regional Water Quality Control Board requirements. b. The intent of the silt curtain is to restrict the noveml ent of turbid water and suspended materials away from the dredge site, In conformance with the regv., E°ementas of„the California-Regional Water psaal ---ty ' Coniral Board It required. c. At the conclusion of its use, the* silt curtain shall becote the property of the Contractor and shall be temoved at his expense and storedor disposed of d, Ver 3fy dimensions and Field conditions,. Report to Cit!y 11 conditions which affect praiser Installation of silt s, :�artaixa. e. Submit shop drawings for approval prior to installation. fo submit samples of curtain fabric:,, buoys, etc. as requested by the Engineer. g TY.ia silt curtain :shall be able t4 sustain at least a 7 ` fodt tide fluctuation with a water velocity of up to 3 knots and still fulfill its intended purpose. �- ,TE53IALS' ANDS W RKMANSHIP o o a. Fabric for Curtain similak or equal to 15 oc,' vinyl nylali r1th not lees: than 300 lb/in. tensile "strength. The curtain death (barrier Width) shall be not less than feet. lb. jaLlIapl.at base of curtain shall have minimum weight of 1 .1 lb./ft., i.e. a 5/16" g7aal'Snized chain. C. r1oastation device buo I for'-curtain support shall have as adnimum 10 lb./ft,., buoy-ancy and ,6 minimum diameter. i d. Anchorage: Two 26 16. m1r mum self burying 'anchors shsal,l = be placed at each pint b6t veeaa curtain segments (maximum spacing Zoo ft. ) one dn.,each side of curtain. Anchorage of the, ends of the silt curtain may be done by use of Aso lb. (min. ) anchors in the water or by anchoring to a wharf in a manner approved by the Engineer. e. Main load line: (Which ssupportr.�= the silt curtain) Mall be similar or equal to m 31i6" vinyl sheathed galvanized steel cable with a 9800 lb. (anise:) break strength. t Connection between curtain sectiorns may be with wither lanced grommets or . .other method approved by the Engineer. 3 MEASUREMENT OF PAYMENT Payment for' t�w silt curta$ln shall be included in the,unit price pert cubic yard of dredged material. RIP RAP 1 GENERAL Stone material used for rip ,rap` shall conform to the requirements on the ,Draawingo and section 200-16 of the- Standard Spo-cM cat Ions, except, cobblestones , shell not be used. All stones.sha$ll .be angular, each piece having its greatest dimension not greater than three times its leant dimenssioni stone for rip rap shall be placed in as maar=or which wl-21 produce a ireasorn�ble will-graded mass of stone with the mirniZ,um practicable percentage of voids. the entire -bass of stone shall , -be placed to itsfull course thickness. In one _o earatiorn,and, in as manner to avoid displacing the underlying smaat'4rlal. Placing of rip rasp I n' layers by dumping into chutes or by similar; methods, likely t4q cause segregation, will not be permitted. Self- propellei�!__equ pment Phall not be used on embankment., slopes. rt, is the intent of these specificationss to produce a fairly compact rip rap protection In which all sizes of material are placed in their -proper proportions. Hand placing or rearranging of Individual stones by mechanical equipment may be required as necessary to secure the specified results. If grout is specified for filling the intersgt3ces, it shall be either a 560-0-3260 or 660-3-3250 concret mix. 2 , NEA UREMtNT AND PAYMENT Payment for stone sip rap shall be per the unit price per tone of rock placed including bedding and filter fabric. 33 N l Mal } GEOTEXTILE ??BRIG dENERAL All geotextile fabrics shall consist of rot-proof polymeric file- 'ments, oriented multi-directionally into a stable network such that the filaments retain their relative positions with respect to each other. The fabric shall be mildew, insect, and rodent resistant and ahall be non-reactive to chemicals and minerals commonly found in soil. Fabric shall have no flaws or defects Which could significantly alter its physical properties. Fabric shall be furnished in a protective wrapping_ which shall protect the fabric from ultraviolet radiation, and from a�bra el-oin due to shipping and.handling. The fabric 'sha11 be ultraviox:,« �. ,t stabilized. Fabrics shall satisfy the physical property require mentss listed in Table 1. The work involvei shall consist of placing fabric of the t'e specified at locations " and grades shot -on tie plan or pass), ' staked in the field, In accordance with these Special Provisions,f ,. Any fabric damaged during Its installation 6r during its use shall be replaced. Torn or punctured areas may be repaired with an additional piece,, of fab°i,c large enough both to cover the, damaged area. and satisfy,overlap requirements. A certificate of ' compliance, mill. certificate or affidavit that the fabric.to be installed meets minimum requirements In each princlyal direction, u signed) by a company officer authorized to sign such documents. shall be fur-n1smhed to the Engineer before Installation.-. The Engineer"shall determine the- adequacy of submitted documentation. 2 INSTALLATION Vabric shall be placed yin surfaces free - of obstructions, depressions and debris. / Fabric shall, be loosely placed and not placed in as , stretched,/condition. , `� Fabric ,shall be placed in direct contactwith sco:�'l, with no bridging allowed. Overlaps shall :; vary from 118 inches wide to .3S inches wide, depending on stone seize and ssubgrade stability, and shall be approved by the Hng3aseer. Securing pins at leant 12 inches long with 1 1/211 diaapeter washers of 8" x i" x ®" U-shaped staples, and shall be Inserted through all overlap layers, at intervals not easceed ng ,5 feet, along- aline set ;at the aid-point of overlaps Additional picas shall be Installed asp necessary to prevent laridging and fabric slippage, regardless of the fabric's " .1 location. 34 -fM e. Fabric shall be used with a layer of granular bedding material (quarry run) placed on it prior to rip rap placement. Fabric with physical propertties less than, those listed in Table I shall not be used. In no case shall bedding material or rip rasp be dropped an fabric from a height of more than three feet. Special „ came shall be taken to ensure that methods of rip rag and material placement such as end-dumping do not teat or otherwise damage the fabric. i� TABLE I: ``PHYSICAL PROPERTY r7 Tensile strength, wet, lbs. 1 , (ASTM D-1682) 200+ Elongatlon,wet, (ASTM D-1682) 15-90 puncture strength, lbs. {ASTMS D-3787 100 } Mullen Burst Strength, lbs. (ASTM D-3786) 350 Coefficient of water per meability,' cm/sec (Caltrans _ constant head method)_ .03' ` Abrasion resistance, lbs. , ff (.ASTM D-3884) 55 (min) EOS.. (Corps of Enginelrs _ - f CW 02215 for wpyerf fPabrics) 40-200 3 MEASUREMENT OF PAYMENT ` Payment for the filter fabric and bedding material shall be Included in the unit price per ton of rig rap. r-, Cz V l35 n, v } i' ATTACHMENT "A" dEOTECHIICAL INVESTIGATION Q c �v t �r J - A M O O R E TA 11 M R GE0YQCHNIC►L ENGINEERS AND GEOLOGISTS 44610 CAST LA PAAMA. AW&NUt.,.• A1vANCIM, CALIFORNIA 92607 1914) 770-22as r 6dR6NJA1�66 a GEQTECHNICAL INVESTIGATION Boa's Docking Facility Huntington Harbour Channel. r6 Huntington Beach, California { ' CLIENT City of Huntington Beach Engineering Division P.a. Box 190 _. Huntinclton`'Beach., California, 92648 t� February 14, 1086 J Jots No. 1,85-143 r , / r a. .. . .. n,. ,n ii l =r INTRODUCTION This report presents the results and recommendations of our., geoteobnical investigation for a -proposed parking lot and boat docking facility in Huntington Beach, ral.ifornia. The purpose of our study' was to evaluate the general soil and foundation conditions at the project site and provide recommendations to aid in the preparation of project plans and specifications. Proposed Construction Presnt plans call for the construction of a paved parking idt, boat dock, and restroom facility. The project will also ':include dredging of the channel bottom in the vicinity of the boat docX, and construction of shore slope protection. f Scoye of Stud our investigation included subsurface exploration,r soil 4'Pling,, laboratory testing, engineering analyses, development of esign recommendations and preparation of this report. The 'scope_ of our study included performance of the following tasks: Reconnoiter site and layout test boring locations r Drill one deep test boring and five shallow bot ngs site. within the perimeter of the. proposed si Il j \\ o , Evaluate: types, locations and engineering character . istics of substrata earth na`,,*rials. Evaluate factors affecting the design of the proposed `structures, including total and differential settlement. Develop recommendations pejrtaining,�-to `structural design . .`< paraPtes for ties most feasible methods � ;f. foundation augpokt,, including allowable bearing capacitrias and resistance to lateral loads. . . present comments and recommendations for foundation t installation. Job No. 185 143 February 141 19S6,f if ff Evaluate slope_%Atability� and slope jorotection for cha�a�asel improves ent in the immediaste vicinity of the F�® 'dot., , Evaluate the ccrrosion potential of foundation soils.. Provide recommendations ;nor flexible pavement design. . . . -% Prepare written report, documenting ::he work performed, physical - data acquired and geotechnical design recommendations. 3 Subsurface Enloratioaa The field investigation was completed. in Det:ember, 196.5, and consisted of site �econnaissapce rind drilling of exploratory test borings. , The field subsurface exploration consisted of drilling one test boring ;to a! depth of 25, feet as:nd five shallow borings to a depth of 3 . eet, Details; pertaining to the drilling operations are presented on the Test Boring-Logs in Appendix A on pages A=1 and A-2. Approximate test boring locations are shown On the Location of Test Boring plan, page A-3. Bath bulk and relatively undisturbed samples of representa- tive soil types i^were obtained from t o test lhorings for laboratory esting and ,examination.. The 3. —place samples were obtained key=driving a 2.5-inch 1.Do ring sampler with a 140-�pound weight dropping about 30-inches. A standard penetration test was ,also conducted using• a standard, penetration sampler dr-ven with a 140-pound hammer dropping 30 inches in conformance with ASTM Test Designation D1586-67, The drilling and sampling operations were performed under the direct supervision of a tgeol echni4:a1 engineer' who also togged" the. test borings and prepared the samples for the %u sequent laboratory testing and examination. Test hole •;;eleva __ , tionn were surveyed relative to a sewer manhole located near the ,..,,,...project site. 'J Soil Tess ins Earth materials were visually classifies' in the field According to the Unified Soil Classification' System by careful *stamina:tion of the samples. >A description of this cIassitication nten is presented t_t the front of Appendix A. ,i Job No. 185--143 February 14, 1906 -3- l! Fes" �. a - a r•. w F `i taboreatory tests were performed to provide' a basis for f®undatibn design recommendations. Representative samples retrieved from the, test borings' wiree tested to determine moisture eontentI dxy;,density, shear strength, consolidation and expansion characteristics, resistance value; soluble sulphate concentration and corrosivity. ., Test results and descriptions of the laboratory t*stiA4 procedures, are presentWd in Appendix B. The results of t as moisture-densit! tests: are shown on the Vest Boring logs. } SITE CONDITIOHS Surface. Ccnditions The proposed site is? currelatly a vacant lot located north of Warner Avenue on the east side of the Huntington Harbour Channel.l. No improvements were noted within the project area. 'Significant erosion ® the shore slope was observed enuring our field exploration. Subsurface Conditions f�l The earth materials eniountered-�yn the exploratory test ,:, borings consisted of clayey slut, clayey sand, and fine to coarse: sand. Approximately sour feet of fill, composed of silty c_ay sand sandy silt, was encountered in the vicinity of Test Hole B-!,L. Groundwater Conditions- i The groundwater level was measured at a depth of seven feet below .existing grade in Test Hole B-1 irLmediately after` - ez lling was completed. It should be anticipated that groundwater levels could` change with flucuations in local rainfall and changes in the harbor channel water level. CONCLUSIONS AND F.ECOMMENDATIONS Footings Conventional spread or continuous footings may be used to support ` lightly loaded structures at this project. Footings should be supported on 'firm native soil or approved compacted Job No. „185-143 - February 1586 -4- i ri. Foundation Preparation As noted in the test boring logs surf c al f 11 was 'encountered during, the field exploration. All- fill should be removed below the proposed footings. The zone of removal should extend a minimum distance outside the footing perimeter ecria�l.. toj the depth of the excavation. The excavation may be brought, "tdi design grade using approved gill placed in ac,p9rdance with the "General grading Requirements" section of s report. Uvertical Loads Footings constructed in ac-ordance with the foregoing recommendations may be sized to support a uniform �_ . vertical static bearing pressure of 2000 psf. It is anticipated that post-construction settlement `should be less,, that P.5-inch. F'or ._ purposes;,of design, the=,allowable static ' vertical pressure may be increased ..�O percent for short term transient loading, including static plus, seismic or wind. Lateral Loads - ' Lateral :!Dads may be resisted by the sliding resistan. e acting between the supporting soils and the bottom of footings and/or slabs. A portion of' the passive earth pressure acting on the sides of footings_tay also be. utilizad. The allowable static`horizontal load'resistance for footings '+ may be taken as 0.35 times the applied ?vertical pressure or load. The allowable horizontal passive earth pressure against'„ undisturbed native soil) or properly compacted fill is 165 psf per foot of depth of embedment below the lowest adjacent ground or slab surface. If the footing base sliding and passive_\side resistance are combined, the passive lateral resistance shoL:ld be reduced 5o` perceAt. • M^ „ For purposes of design, the allowable -static lateral lord resistance may' be increased 50 percent for short-term loading including static plus seismic or wind. Concrete Slabs The expansion potential of the clayey subgrade soil will necessitate minimum' slab reinforcement equivalent to #3 bars,. " spaced at 30-inch centers in both directions. In addition, the' building slabs should be tied to exterior grade beams, continuous footings, or wall panels by means of #f3 burs 'spaced to coincide with the slab reinforcement. ri fob`No. 185-143 February 14, 1986 /1 -5- r4 „ U , hl i t The clayey soils beneath the slabs should- halve ii a moisture c,�nt.ent of approxi .telx' 140 percent, of optimum to a depth of is "in6"s prior to pcugirkq the This may be accomplished - by "o either. gr*acaAking the bui,,Xding pad or; by over-excavatior4 and ec ,ppaction of the pad materials at the specilied moisture. y� If,, the concrete_"slabs are placed an at least 30 inches of aeon-expansive granular. mil, the xeinN)rcement for expansive sail one iti©ns can be eliminated. ` ,In this� case, ;the soil below the� ; on-expansive _blankiit should lie brought to at !'east '140 percent lj Of o timiam moisture s ntent to a depth of at lest la inches. - If thL .. alternative is u�ili$.gd, the granular' material below the ;f el:ab should be protectedl, from infiltration of surface water where +. it extends "beyond ,the ei:erribr walls of 'the building,,, in either case, planting areas adjacent to the building should be sealed it -the base ®r wegl-drained su as to avoid signific i n 'changes in toisture content below the buildin;j- r el bedding for support of build�,ng slabs is not red necessary, nog;,is it r�:c ommended� %here ` interior cans d a ,,. fixt-ur:es me be adversely ,affected by ba rrier',,,- a vapor barrie ',,, such_ as,-,polyethylene Ttnembrane, is, recoiwended beneath the slab.' The membrane. hould be covered with at least two indhes of moist , (not saturated`) sand to 'aid in concrete cure. Corrosion, Me alllic "Corroslin Y,aboraatory test performed 6n---foundation yr .'sails indicate that-4 severe cor-�opive environ> 6ht may exist for 'Jketal conduit. Conr=equentl'y, It-is' '"r>ecommended that a corrosion L��_Ialis, be ..consulted regarding material types and/or design , protection for piping systems to ensure against leakage. °. ., Concre;L4 corrosion baborAiory `.tests indicate a low coneea- traian Of soluble sulphaites is the native foundation sails. f owever, as strut'"',-,es hill be exposed. boa marine environmen`c' it is ,. recommended that.411, ype %I Csrnasnt bs Used in c�*rcrete at 'this r sit . It is recom �e yder3 that the ���constructioti coonsidera�eions (1)' as low a wa.t4rc/cement)ratio as worl4f—.; (2) gyood ,�. i .��.ncl.ude a - density: and (3) proper curing Slope Stability and Setbacks The;; shears elope borderir° the -artington Harbour Channel should be constructed at a gradient no steeper than 1.5 a =hors i onta�'3 to -. �'�rtic 1,m' : Permanent, erosian prote�ta use 2xis�•ai �d alc�rag the entirel.��'acq of' the slope �qt-ttiari 4�nsi6t,,of ang I gar rock'revetment or concrete l inq ana'` ' :thouie en�{,';frrom the top of slope to,a,, m yr�r�ura ceptta_> of.. give„ e� below the dredge line. Foundations.. �:..s; b��ilc�ings or.>d0ak .sncftdrs, should"ba set back a minimi am distance et 7s'feeet from the fop 'of,. slope. Job pia 'gaS-143 February-_,14, 1986 6- - ,c r u � ,,l - s \I ry - c -� J pavement seections have been evaluated by the Stater +df Csliforria Department of transportation (Caftrans) Method of lexibi"avement design. _ Traffic indexes of 4.0, 5.0 and haves been utilized for areas subjecut to automobile traffp:c only aaansi to %moderaste truck traffic, respectively. Based ' on a. Resistance value test performed on a representitive subgrade" sample a�des:ign Resistance value of 50 ir., considered applicable G r R:Oar the on41t'e surficial soils L With these C®ndltioaos, the-,calculated pavement sections `- or the referenced cohditions are presented below. 'T'rargf ic Pavement Section .; m ^ 4 ,r(Automobile.) - 0.20 c ,AC / 0.351- AB. Cl 2 -- f' 5 (LA--jht Truck) 0.2.5' AC ® 0.35' AB Cl 2 6 (Modekate., Truck) 0.30' AC 1 0.351, AB C1 2 Asphalt Concrete (AC) ,Nand 'Clas 2',Aggre4ate Base (:AP Cl :_ fl shoal& conform to and be placed in ac( ordance with the, ;latRet. revision.; of Caltrans Standard Specificitions. ' Prior,to placing `the pave ent 1�si;!Lgtion the subgrade-4' oil should_!have a aainimum relative compipilon of 90 percent to a depth of" 12 inches;. The moisture content should be -at about optimums. z 'Where pavement areas abed landscape areas., some measures of moisture `control should be taken to priavent the srbgr.'a`sde soils fro becoming saturated. Concrete I'curbing separatir.q the agy,\regate bass to help;, seal the ends of-_the sections where landscape'",, watering 4day h.3ve access to thy- aggregate base. A sealer should be applied to the surface of the pavement to guard against landscape .water or rainfall &Infiltrat,ion through: the paver.;�ant into the aggregate base and,subgrbade.. Drainage �,Surfasce drainage ,control is essential to promoting a.: more a nnual:-,soi.i moisture, and thereby minimizing expansivel' Xz.l volume changes. Positive drainageof `surface water away from the stx-uctur�e is verb important. No water shoul� h allow. to +end at any location. Where 'slabs or paving are ao feasible adjacent, to` the structure?, 'zhe ground surface should be provided with a a+in mum Job No. 185-143 j-_ February 14, 1986 -- i r 11 p. Ori % ,fie, nab ` gradient of six percent to a distance of five:-> feat away from 0 foundaticas The structure should be provided with gutters and downspouts. water should be transported off the- site -in paavad " swales, approved e_�~ainage devices, or unobstruct d unpaved swales with a gradient of at least one percent. Fl`aaaters adjacent to the „b*J%lding should be avoided as much as possible. Plar3ting areas at_grade should` bps, � __.prodded . with good positive dra na4,3 directed away from the building. planters should not be depressed below adjacent paved grades unless provisions for drainage, such as catch basins and pipe drains, ire made. Adequate drainage gradients, devices and curbing should be provided to prevent run-of f' from. adjacent pavement or walks into plan' °:ng areas. consideration should be given to irrigatioia methods' which promote uniformity of moisture in planters an3 beneath adjacent concrete (, "flat-work". Wherever possible exposed soil areas should be aloovc adjacent pad►ed, grades. deneraaal 'Graad=ingReguirements't All'' site grading operations should conform with applicable local building ,and safety, codes and to the rules and regula-tions of those governmental agencies.,having, jur%sdictisa_n �v�r -_-the subject construction. The grading contractor ,is resptonsihle to notify governmental " agencies,_ as required, and the soil fingin'per at the start of site clean-up, the initiation of grading, and any time that grading operations area resumed after an interruption. Each step of the grading should be approved in a ,specific area by tiffs soil, engineer and, where required, by the applicable governmental agencies befare .;roceeding with subsequent work. 1. Prior .to the start of grading, all• vegetation, trash or ssurfai�:e obstructions should ba((,ram6ved and disposed off-site. 2. Subsequent to clews-up operations and prior to initial grading, a reasonable search should be made for = subsurfaces obstructions and/or possible ioose soils,. unapproved fill, or detrimental soil types- This search should he conducted by taae contractor with '} advice fron the under the observations of the geotechn ici,l engineer, r SpeciaX emphasis should' be directed tp the "Foundation " Praprarastiot," sa.ction` of-,this "report Sob Tea. , l� -la?J , �`7pbruary 14,, 1986 ,8- i� E v - r . } a 3. The ground surface to ;Irecaive dill should be scarified, Qbrou4ht -" to about optimum mi#sture content, and compilwted to a minimum 'of 0 percent relative �r.> ��eampas tins{; for a depth of 6+9414 (8) inches below the oxisting- or stripped surface, u;less otherwise noted. 4. Fill should consist of. approved earth material free ; of 3 trash or debris, roots, vegetation or other deleterious ' /' material.. All fill, except expansive wGil placed rr. withitd _two (2) feet of finished Trade, shou,.d be spread _ in 6" to 8-inch lies, brought to about optimum ]moisture,, and ; compa�ted to at lea st 90 percent of ,isav auin density as determined by ASTrR all expansive soil$ placed below concrete slabs,,,within two Q) feet of finished grade should Ise pl&dod at well over optimum moisture content (about 140 percent of optimum) ': and compacted to at ls3s d'? percent, but no:: more .than 92 percent of maximum density. S. Soil exctvated during iha channel dredging operations which is free -of organic matter and/or other deleterious matevials may be used as fil ` It should d bra anticipated that this'' `soil will-fthave to be dried b .fore be4ng placed and compacted.' , 6. 3111 trench backfills, except for the bidding and,.% rlix (6) inches of ewer; should be compacted to 90 ,,percent � og maximum density. C10SURS Ufa 1.report is based on the project: as described and thy' - `Infarmatioh obtained from a limited number of exploration ' test borings of the locations tions indicated on, Vie plan. our findings are based on the results of the field, labor ;story, and ris:lice invest- igations, combined with an interpolation and extrapolation< of wail conditions between and beyond the test borings. The results 1, reflect our interpretation,, bm. the limited direct evidence , ofo4;imed. our firm should be notified of `zany pertipent change in tY�e p`r03ect or foundation plans, if_foundation conditions are fouxia - to ' differ from those described herein, it may re�+aire a revaluation cif �Iie racommendations Job,,Mc. '135-a143 - .February 14, 19 \6 -9- { - our '1 recommendm ions for this site are, to a -high deg eae, , dependent upon proper quality control of fill placement and ®un® elation installation. consequently, our fou\1dation ;. recommendations are wade contingent upon the opportunity for -Moore & Taber to observe grading operatAons and foundation ;� excavations for this .phase of construction. If parties other - thaw �X- ore Taba.r are engaged to vide such services, they must be notifie&'that they will be required to assume complete Sesponsibility for the geotechnical phase of the project by concurring with the'recommendations in this ,report or pitov$d:ing aleernatte recommendations. - This rgipart has not bepA prepared for use by parties or projects other thanrL hose named or described above. It may not cont$in sufficient Itnformation for other,, partied; or other purposes. It ha been prepared.,;in accordiii�ee wits-_ germ-billy � *ccepted geotechnical1)pract1c<�s i nd makes no-, other warranties, f laitlaer express or''-imglieco as to the. professional advice or data included in it. ' "®®RE TABER Doug a R. dell Reviewed by Bernard". J. La Rue.' Geotechnicai E7grineer" Registered Civil Enginzier 25405 DRB/BJLe/lkr Attachments: ' None Distribution: l'2) Client. " - ) Attention Mr. Don Noble 1i (4) RMG lEngine�*_ring " t Attentions Mr. Jim Bolton ) " 7: 1 Jol No. ISS-143 February 14, 1986 1® 9 vkt FIE® SOIL CLASSIFICATION r P4 4H ICH Mai �� CL GC esm GP � � Scsnde with fines Clean sonde t8revels with gins$ Cfeen grovels w 1 51115 end Cie" silts end alayte, >12%finse <S%fiees �1012%fnss <S%flrass 6ieuld limit®reafar theme 30 Solids-more than 50%of coarse Vowels.more than S0%1 coarse swig 61, froctlon Is smal lot then NO 4 sieve.11 fractl o Is larger than M=@ sieve. Coarse Mora 1WeRInso%is�b:liar ?hme fig 2eO slwa)Salleee more than 50%isfervor id sails then No Ma sieve) LASORATOt1Y CLASSIFICATION CRIITERIA s OW 3Yt Cyr=�greeter Man 4 farGtal ®4iPor',Mt;�. r�lp a ®� between It�. C.6 GP and SP-Cteen gravel or sr/Ad not mseting requirements for GW end SW.a,®p® gm and SM-Attarberd Um to below*A"line or P:1.less chum 4, LIX W •p OC and SC-AtterAerg limits above A°line Witt, P I.grower than T. ON and fm s fine Madlun tine Coan.ra 4 flnos {$Ill ar.etof) oa®lea goul¢er$ sand' sand sand gravel' ravel , Q ® e 9@L Sieve sizes °o+g °0 nrL ao a all so ap ® e�,. to 0 %e lm Classification sti'earth Materials sha+ra on this sheet is tooed on field inspection and 61a6R® UNIT should rmt In construed to imply 1090ralory analysis unlda's so stated. MATERIAL SYM80LS CONSISTENCY CLASS ��- FOR .S01 L.S �"° Peat cs Grovel ~�t�reic mattlir According to the Standard-Pens trot ion Test '�• Sand Fill material :. i;a a1f^ cvs a3i�tC UWAW 1 „ granular Groh Silt Shale 0-5 Very louse V® y sett r �s-lid !.ems® soft C Sandstone hy 11-20 Semic0mpact Stiff Sandy clay or ftGERI oeitttYstts clayey sand ia! . - 21.33 Compact Very stiff ✓o Sandy silt s: A ammorphid 36-7® Dense Herd silty sand rack >70 Vary dense wry hard Sllty clay or Ignsous rock I clayey silo )) �( r-.LEGEND CP ®C.71 NC LEGEND OF , PENETRAT I ON TEST illtl 50, pie § tlrrndsbi . I ® 39 t_S, trtriird,_5 g $®ntple a AN=ximate maftrlal Ccsing Uncutilornable mate0cl change U -- 4 ( S A per,fo Df ( 6.PF. Bottom of bar i Us �e wig Grtadhic rt$prtDsentotlort of �drcvjz 3 0 driving rate. tt/ b'lil tirtavaswae,.a.`µs•ewr+F-i, ara,�;,..: t.."-+�sY:_ -'yJ.�:-. `�_.l_�. ".,.y T!8 93,E P 9R1 N oar$'TlPE' a EP E` ATION 27.16, RING dam* gray brown S3LT C CM S9 S 101 ri3 I.14 2 1 0 114�; 13.3 _,Bag 2 - 1 123 11 5`16 2. 1 5 MTrVE: light brown amy snz (GiS L2- 3- � aai r 111 ;19. 14 ;2.5 4 1 Green - brown fine '3Y W SM 90 31.9 13 2. 5 1512 N 5 13 Z 2.5 6 20 ;_ SP C>7aqact gram - bra fig to coarse' SAM i 25 1.4 7 25 e� n 3 ti v PI�PF..S: s, 31. Grotrater_mom at",7 after, d 'A , 2. Fb->l4 .osi to 14' 3`. Hol,e rb'ackfilled 12-23-85. *4. Elemation relative to top ot aver ffoxftle :qt r;can site ii (100.0, t: t 3 M RIF48 !."SlJldui*v aprua 41I cT iT SmrT116E e $ c s B a ^� AIQ® 1:9C/1T1®" 11A0ICATPO. $d1RsitRfAC1E Co916ITO9IiS Y t z m u ea MAT DIFFER AT®THCR i;d8CATS ws ,RE3 TII1Rs. 9 a"°�A x r • a is are ,GGED BY P,16 DATE 12-23-85 Jab No. 185.143 - febsuary 14., 1986 A-1 - �r a�ii wii�a�r i i■AesiAi t,G _ - TEST, BORING LOGS @ P�iL• brom g ffilsi�"°�1�II ScY Mgt ffi HAND AA@GffiR KLKV. ooR3w 6 F=: bm n, fim to nwaim ffi . HAND AUGER ELEV. lBoolms S3 b i f1m to aea3dim MW CXM �i ID AUGER @ FILL: bxvAn fne to nodiurl Y HAND AUGER JKLIV. r T- r F�Ld,,: brom fir* to �di T, X„�5t h a _ _ r a THESE 89RING LCC SUMMARIES APPLY,Ormy AT TWE o m TIpIE A" LOCATI®W INDIeATE(L SUPSUNFACS CWDITIONS $ a we MAY 01" HER L�SAT1043 ANDTIM95. a R a 9 L�Of�ffi&! DAM 12-23-85 \l Ja 1va, 165-•143 - Ft=ua zy,'14, 198E A►2 1 /1 t.gf r { , Y o a All Samz ff 50 IV rt Chwml 1P' S5 Sewer Maiftl Wa i lacatim Of am DR3 'irt 15-193 h job No. 185f-143 Febrta xy 14, 1996 A 0 %� s. f 1 ABOR.ATORY TESTING in the laboratory, samples taken from 4;he, barings_ were tested to determine moisture content, airy density; shear � S renqth, consolidation and expansion ,charascteristics, percentage of fines, Resistance value, soluble saalphate concentration, and; eorros vitk, The maisturo-density test results are showaa, on the Test Sorina " Logs and•results of a5'i;:l►er testy are given on age 2 Briifly, those tests were cond•,., ted as follows _ Strsng aril characteristics of the foundation -soils were gid.:�ermined in the laboratory by direct shear ter:ts performed ' on u,. disturbed samples. ' All samples werau saturated and tasted under 'various ormal' loads its a 2.5-inch circular shear bok using a controlled displacement rate of 0.04®inch per minute. settlement cheradtaristics of a representative 'sample was evaluate bY �Zdti s ®! a laboratory consolidation test. The `f sample Sias tested in a:.floating ring consolid6meter usinq 'a dead Wlight' 1�-,er system for load application. - performed . .sag < ,�a�xpanaion test was d on • a.. _sample of iVpresentative soil in a3ccordai-ace�rwith the Expansion Index- 'hest �j (USC Standard g9i=2,► . ' In this . zing proceduras�, the rast0®lded wkmplo in 6ompacted with an energy input, of 11,360 ft-lbs per cubic fact at 50_.nkrcent saturation. After remolding, the sample iz , confined�.,dndear a1 pressure ®g 144 ,psf and allowed to soak for twanty--four hours. -. The resulting volume change due to increase in moisture content is recorded together with initial moisture content ared dry,density. i,; ha concentration of soluble sulphates was determined for a �-r�eprasentative sample of surfieal scsil in accordance with Test • Method No. California 417. Chemical analyses -were performed on one rrpresentastive• ss4uple in oyjiier to determine the- potential for corrosion oi_metal twat " come5 into- cosaltact with on-mite, soils. " The snakysev ' 1' included - .a ate ;fin atia5ra of pig a nal, olectkical resistivity' in occr4.Ance 'dith Test Met and Rio. Califos�rtia 43 / `he p rc ntaa `off 'dines cif' five ,samples wras deteruiined '` in accordance= w r'bh AST£b 11 aa'(?, A Fealitasnae value test was conducted on a representative uubgr,d earap ss in iccors ans a wbSeh Cali ornia 3®1��'s Tob No. 185,-143 -, February 14 1585 �-1r f, Wiz _ t. .y _ _. ✓ c. 91 S2 �3 "DESCRIPTION CEAltE"!' SILTY SANDY SAWY Smw SAM GXAY MAY CLRY CLW�� u Cfir3�`� ,,SOIL CLASSI.FIICATION! Isc CL cL CL CLp w DIRECT SHEAR-TES F -. (type) i3� 0 mtUrbed Initial moisture Contebt %- 19.3 19.3 19.3 Test P7ni tune Content turat m fn Horlel-I stress Ibs.'s .ft. 990 1980 2970 Peak SBear Stress lbs s .ft. 1260 1660 2015 -_ �.. Ultimate Shear StP`!33 "ibs. s .ft. 760 1205 19?0 Angle of Internal—Friction (degrees) m Cohesion ibs, s .ft. 250 _ c EXPANSION TEST lInitial Dr ' Densit lbs. s .ft. 118.8CA initial Moisture X 7.8 C Final Moisture X - 13.5 — a Pressure. Obi s ft 144 - -. Expansion Index Swell x 36 e C!,RRDSIVITY' TEST _ a Resistivity 13; e, 8e® c CHEMICAL TEST ►' g Saluble Sulphate t N Pept Paus# g E200 �i�sne - -- _ 65 6E 64 BORING. NO, ,LLAVlP, DESCRIPTION jl Cl►Y CLAY call i usUNIAE -, CL S5IFICkfIcN CL CL 0 DIRECT SHEAR.TEST _ (`trPt1 � inMal Moisture Content' S Test ?b1sture:,Content l _ P+ Noraaal Stress lbs. s .ft. 'i Peals Shear Stress lbsa�r�s ft. � 0 `;Ultimate Shear StrrSs lbs. s _ Angle of Intern"al> Friction degrees - ea asr Q6oesi4tr� 1b5.°S :ft. _ -1 n ,:3 '' EXPANSION TEST fr � r initial 0y Density (Ibs./sg.ft.) � Initial Naistere S Final HOistcrr. S z Press ., bs./so.f t. Ex ansion I'cekx 511 :, CORROSIVITY TEST Resistivity (ohm- ) f ry CNENICAL TEST !; Soluble Sulphate-: w Percent Passbm 1200 sieves 61 62 Y - mom miasma a on now No UNION aMom 16001"Ww �� �it��t� , ����sr®�iaet�■== ate■ - r all I�t IN in t1I H i 1 �..� 0 MMM tiM. s� 1Mii®��rr fir® M MMMWJism AN MMOM-/: �No MENIM am NON.® 0�■ ��■ ■� -': ���®►r�lt��•i/tt ���lt�t�� . tt�®tt�. at�a�t�sti: f� t:r ri .511 ■ UM. ■a �1�t' t t11■ s ' r C. ....ry ... r, .,; .. .,. J rJ rr'7 ... f,. r 11 ..... � .. ... iw.•.. !1 1 E " c RESISTANCE VALUE TEST a�pl4$ �,► Koisture Exudation Expansion No. Density Content Pressures ?Dial Rending R-Value r -- -- ---- - -- -- -- -------- ----------- t.V (Pc) t 9 (psi) (.0 0.01") a 2 j� '113.9 13.0 270 0' �Z - L r 0 � �•. !r, y 1, _ / - r r s 1 : . : ' Sob No. 1185-14.1 - Fcibruerr i4; , 1984 E-5 r c� r -�r s �A.TTACMENT "B" CERTIFICATE OF INSUFMCE n� 1 id t b _ u l ••�, G wonIersumIfjI"InOwnOR"Was �etwwaaoeae.a►� 136?rtf aa�ar, + TO t rae e,tEtr CITY*F g9MMAIGTOW BRAGN.CALIPORNIA +_ gp T k ft tiieltl§I*A ft FWft of kwfoww,,as WW"'WA to'tA6lnao W ki ft *W WO IS hNO 04 ,of ma tlea in 4maw w&.Ved Iw aNA o waves 46,"III wrdita.*e k"Wlis mnpw srm � f on� f �vlttaa no.`'», III. t tldi ndwiaoet ,P.O.Emma 71 a.Wad ilaarrh, ®T/+ii.ALL Y MM9 tdW It F LIMI9.AE;"s VEMP ON*IANOE IN THIS FORM SHALa,`N SIGNED AND f3ATID CT AN AUItkNft�PtEMUUgAritOFT14111WSURNMOWANYAtl1N3 WAr. alE R 'Rfi`daa9 ICE W96TIN G By Will CITY ATT6 911 Y. it ij of work av OPM16M - tatc�ve as UMIL rr w a�nw#" 1 FOU032 P C9't�. t t toT t0 Owj ` ;Sa 011Etuul�,e�Yt�R4S�8i�tli - '•�•�®��®•°� . t� OMAA 4Q PAZAN 1_}L d4V4ft1mte�59tf '�` ,f'y. OWMAOuft a t ttia�r�esrr ,_ AUTW" IA UM&W , f ► I6 a a tl iam ra'" 1' tPIR 9I �, av�Il a,Isetl.tTm' t 1 tWRVAA PORN 1 1 �tNtl Tdt�4at _ UW WUA Ofte" R6r addl8"J" n YM i1 14069 Ctlq of am I6 01y.mmindf.ind/a on Btltq!doaerrall OmmR w tom.�. . rftWl t,Il W*s0,OW ether ft tau WO spp®t�&*.vWor olecttaq*4 vppdm r Wm,imuwta or mplevvo of ft 'Oty of IlA:v w*m&Vh.who mim io& A am sila°ISa w Insarads"VAd r,aor ft sate o4 A,o I na^ee. a xh I "I be t> t ter,my la i�rm=of ft a6!�Ito"A.®a th*intoost n""mm. datti70Dtit no"LlJ NrATM OR IRVi3l t�rl�diRt!' q -ari�maea tam �� Itl3flt?HAlPW�itl�tB/! F�„ .� ' •Ba®ks saisrsi®i by`Irtaeaasl � 710 bell° b Mv'a.dftK bdouft.toga.onr Rohl I+sr nkm ft M Sseol4 Its Vie.00,4%mg W*byaol WAM my Newhy.Ism ftmw,tmst,or evonw 6T mom of g7 sM OR W7ty.achm sWnoi; &M-ftlAmm one won of W&M @WNW py leii�ec w ereti�oym W air"We't►XW a 63r my WM W"wi ft K s! wfif bes of j a9 my sr oeil"Ftlr'srRkA V mWism of 17mmm tlB wnmw. wsa Ssl. � B� f�l 1�1mv f eta9el Ift •• , ' taotDiva�ttert�tteir , ,, �, �ti � taeno � 99f�t�I9eEsra�ors.m� ;,� �fe.r 14 11 10 1®" t� 6"TYP - DETAIL e '.,: G3EYAIL'A LOCiTION �y nf 'PAP 7 6 - ( i3 12 11 DETAIL DEi AIL 1. REFER TO 'TO.-PLAN N°r220 FOR CONSTRUCTION IN EXISTING SIDEWALKS. 2. ALL PARTS; MAY BE St%BSTITUTE6 WITH APPROVED' EQUALS. 3 METIER TO BE GeNT('rRED IN "METER' BOX... ` 4pPROVIDE BACKFLOW PROTECtION AS REQUIRED. REs e I T GEN. NOTES STIR;f,LAN 100 ITEM DESCRIPTQ F IAIATERIAL'r TY. ITEM. DESCRIPTPON OF MATERIAL 1 WATER MAIN A.R. 10 DONE J-129 METER FLANGE 1 2 JONES SERVICE SADDLE. e'M 7216 1 t2: TYPE 316 S'S NUT & BOLT 14 3 ) JON15 J-V4S,30 •E:ALL_`1QLdE `�72e� � 12 METER FLANGE GASKET 2 Q'� FORD PT-5 90a EL®01A';. ae 1 13 WATER METER 5 FORD' PTC-41,13t. 'ePTC-5 2"INSERT ADAPT, 2 14 BR!)OKS MTR BOX 36-S 11/1 55-2" ; I 6 COPPER, WASHER 2 38-TiPRS 11/2. 65-TRS 2" COVER � 7 TYPE 316 S STL. HOSE CLANIP B BODY,LID 8 BNSI RT, IN TRAFFiC lWAY Bi Pt;.3�0» PL,iASliC PIP�(I.f�S.y �° A.R 15 P� GRAVEL A.R. 9) JONES J-1a<�5-Fj ANGLE STOPZ L1 gDEPARTMENT OF PUBLIC WORKS & » )NATE SERVICE ASSY. CM' OF HUNTINGTON BEACH �4DIATE , APPROVECALIFORNIADIRE GR OF PUBLIC WORKS STANDARD REVISION DATE _ 90' 1- Br , PLAN N0. 603 r, tj PIPE GARRICADE. PER STO. PLAN®15 TO BE USED 'IN PARKING LOTS, ALLEYS ETC. AMOUNT DETERMINED BY a INSPEX TOR`T1 ® _:NOTE 9-- �y j SET AT /54 - ` TO STREET ,. 2-G ,� 2' ' 1 - ASPHALT (DAVEMENT 777mr - :! RADIO LOCAT!ON TAPE' I tiL 12'' -(! 5 2 1 ce 4 .:V:- '-try vr..�:'�'''e" •o: ,.. 10f MINIMUM 3 �'t8 N 04rE S� r 1. ALL FIRE. HYDRANT$ TO BE .PLACED AT THE B.C.R. OR PROPERTY LINE . � 2.F H AND �IPE BARRICADE SMALL HAVE TWC COA1S OF RED OR ZINC, PR i MER & TVV0 COATS OF >UPON DULUX EVAMEL '93-75-306 H YELLOW OR AP?ROV,=D CGUAL• ,3.RUBBER ROSE CAP WASHER SHALL BE FURNISHED lWITH EAG, OUTLZET. \ s A" PA^TS MAY BE REP_'4C_D' BY AN APPROVED EQUAti. �! _ S.ALL S-1YD r T 'CAPS SHALL BF CAST IRONEQUIPPED WIT14 RING AND CKAIN. � r-.�r b AL4 NUTS ©LTS SMALL BE 3j GRADE *TAINL SS STEEL REFER TO GEN V(*)TE'S STD. PLAN 100 8.N0 FIRE HY^RANT SHALL BE 1 151`7LLED trLOSER THAN (FIVE ) 5 FEET FROM EDGE OF ANY DRIVEWAY APRON. % A R •AS REJUIREJ. _t 10 MIN CLEARANCE OF UNOBSTRUCTED SIDEWALK ITE�. —DESCRIPTION /%F MATERIAL CrTY!, ITEM DESCRIPTION OF MATERIAL a i Tait'-OR TAFr'M0� . EVE FLAwca ' 1 S ex6' RISER S.FOOLS,C L. 3 2 6 G.V,FL'wc` c*D. .x G :l,A9A *f R 1 7 5;c42g EASTBAY TYPE Fil.. " WVALVE Box PIER m. all A.R 5) CONCRETE THRUST BLOCX PER STDE.4 3 ' �' P.V.C. plot A. k 5 c"x 36",C_I. BURY -C _QEPART�AENT 0 PUBL_ , ARMS FIRE HYDRANT S�f�1�1�Y . ; CITY OF`HUN t INGT6�1 BEACH APPROVE, 40AT�EDIRECTOR OF i'USLIC WORI45 CALIFORNIA STANDARD REV!S,CN DATE- 10-06 PLAN n,0._507 JI .- 17 O °8 1 PAVEWNT ASPHALT d 't-1p,�. .,e®r r ;`�i / ti ' �sA l�.6 D�: K r •,'{ ,®® �•� y�•9 !! _ e ®a P oy a t... ° a° °r b 4 1✓pa ���t . ..�f ~,may � -'I. J p t , 64 -fir°:f7 �°,t1/,•C7�� �' `,Q.91�' � � y .:s�' •� ' ^� �,a'• H®" ALL AROUND Al c.=r RADIO LOCAT60t, TAPE 2 (ONE PIECE) , CD NOTES a• 1 4TT IS TO BE FLUSH J=L�y ' WITH TOP OF PAVEMENT. .' 2.REFER C?O.TO GEN. NOTES STD PLAN I3,TAPE RADIO LOCATION TAPE M INSIDE OF SOX. LIST OF MATERIALS QTY. 1 BROOKS 4TT VALVE 1 v CAN MARKEZJ WATER' e 2 8 L ^ _ 1 "PVC SCia. (1�0 � 1 3 CONCRETE COLLAR Li Li I� DEPA WO A_SS L�� 1O t IT OF 9-1U1` 7[NGTO N BEACH APPROVED: 6Ir3ECTt? OF PUOCIC WPIRKS DATE CALIFOR N 1' STANDARD REVISION DATE.�'�Q'��6 PLAN NO. �1'� l •r i s r jj „90° kEND REDUCER SEND TEE.AND PLUG SEARING .AREA I—r-JAIRE FLEET PIPE DIA TEES, &'-'PLUGS ` 9' 0 MENDS SENDS 221 2- SENDS 4&6 4 B 3 2 I 7 9 5 3 t ' 10 t0 12 15 22 1 12 6 14 20 29 !P9 S - k r 16 27 36 20 40 f TYPICAL DIMENSIONS ` J Ion, 1. SEARING Akki DESIGNED FOR MAX OF 1500 PSF. SOIL SEARING PRESS. ®C 2•. BEARING AREAS SHALL BE INCREASED AT THE OPTION OF CITY ENGINEER IF SOIL 'BEARING PRESSURE IS LESS I. THAN 1500 RS.F. ' 3. CONCRETE SHALL BE CLASS 420-C- 2000 PER SSPIWC. 1979 •EDITION" AND ALL AMENbMENTS THERETO. 4. REFER TO GEN. NOTES STD ''4A,N 100. S SEARING AREr4SOFBLOCKIN LINE 0FRESULYANTTHRUST I. SHALL BE AGAINST UNDISTURBED EARTH. I .S. TIE BARS SHALL BE*, KEINFORCI NG BAR WHOOKED ENDS, I CROSS VERTICAL THRUST -, tit 0�Q(fY?) If VALVES THRUST BL&I(S t"-6R VALVES CROSSES AND, VERTICAL Ti• WI)ST PIPE DIAMETER, THRUST BLOCK REOUIRED 43 '21 CUBIC FEET i61 .., 1 CUBIC YARD 61— 2 CUBIC YARDS 10° 3 CUBIC YARDS 12" _ 6 CUBfC YARDS -` t 9 CUBIC YARDS- 1 " 11 CU@I C YARDS - C;' E�rfART9AEf'� OF !��lSLIC ®R ,m '�d L�LO C f � CAUFO ' {y{ c t 61 . rF i spbict FI CAT IONS FOR , ol i� ALTERNATE @ I D ITEM NO.-I LAHDSCAPki AND I RR I GAT I OM k: } _ j tj (y - c ALTERNATE BID ITEM NO. 1 TABLE OF CONTENTS` Standard Specifications General. Special Prova/ ions E1,�ectrical' 'Mat;�-ria ,.List A-1 2--5.3.2 ' Irrigation aystetuB Materials List A-1 r 2-5.4 Contract or As-Built nd Record ., Drawings A-1 r 2-10.1 ' Authority of Board and Inspector A-2 4 1.6 Certificates of Compliance A-4 \� 6R2.2 Materials Ordering Schedule A-4 7-8,.11 Chemicals - A-5 7-8.12 Temporary Felcing A-5 ' special Provisions t, Construction Materials �f A2-1.1.2 Class A -Topsoil A-6 212-1.2.3 Commercial Fertilizer A-6 212-1`.2.5 Mulch A-6 112-1.2.6 Soil Conditioners A-7 212-Xa2.7 Organic Fertilizer A-7 212-`1.1.3 Plastic Pipe for use with Solvent Weld Socket or Threaded Fittings A--8 212-2.2.2 Gate Valves A-8 212-2.2..4 Remote: Control Vakres A-9 212m2.2.6 Quick Coupling valved A-9 hb 212-2.20 Valve Byes A-9 212.2.2.8 r, •Brass •Pipe Fittings A-10 ` j� 212-2.3 Backflow Prevention Unit A-10 212-2.4 Sprinkler Equipment A-10 212-3.2r.2 Conduit A- 2 212-3.2�,3 Control Wiring A-12 Controller Unit A-12 212_3.4 %rrigation Service Enclosure A-1.2 ` - 214-l'.2 Water Meter ; A-13 Cr Construction Methods A-S General Description of Work ,E _ B lAd&itions to Standard Specifications A-14 30A-8 Earthwork A-14 s 3®Ct-8o1 Grading Operations A-14 300-'8.2 Excavation - 300-8.3 Compacted Fill A-161; <' 340-80°4 Backf±11 A-�16 ; 3A8 Landscape and Irrigation Installation A-17 308-1 General A-17 308-2.3.2 Fertilizing and Conditioning Procedures A-18 308-4 Planting A-18 view � f q { v 3084.5.1 Palp. Tree Planting ;1; A--19. 308-4.7 Gr;7andcever Planting. , A-20 Watering A-21 303-5 1)lrrigatin System`y'.restallatiaan a -22 3.08-5.1 General A-22 308-5.2 Qualit , Aauuranpp A-24 300-5 3 „ Sleev ng I_ A-25 *300:-5.4 Line Clearance and Coverage A-25 306-5.5 .;; Adjusting and Testing the System A I '305-5.7 Back filling A-27 308.-5.8 Materials to be Furnished A-27 308-5.9 As-Built and Record Drawings A-27 308-6.1.7 Guarantee ;` A-28� 3013-8 MeasuYeseent 4n& Pa naer t A-2E ALTERNATE BID ITEM NO. 1 ATTACHMENTS C.H.B. Standard Plan 603 - C H.B. Standard Plan'^701 " CH.B.��Standard Plan 7018 C:H.Bo Standard .Plan 701C C.H.B. Standard Plan 7010 Q .H.B. Standard 'Plan 701E r C.H.B. Standard Plan `301P C.H.B: Standard Plan 701 C.H..B. Standard,Flan 702 L � tj G PART 1 GENERAL SPECIAL PROVISIONS (LANDSCAPE) ELECTRICAL MATERIAL LIST ; wittin fifteen (15) calendar days, after award' pf con- and at lea6t thirty (30) calendar days prior to- installatilon the tontractor shall aubmit in triplicate Material lists,- including but not limited to panals/ meter, :� .d'. f ittings, to',the Engineer , 'One (1) copy twill be returned to the Contractor. 2-5.3.2 IRRIGATION S'YSTRMS MATERIALS LIST Within� e ? calendar days after Corr- tract and(atleastthirty (30) calend fkda a ti ys award prior to �.natallation the Contractor shall nubta .; to ,the Engineer in' triplicate' a list of materials ainoluding ttp manufact-firer, description and model number and, in- stallation data.. Catalog cute and full descriptive liturats�re must be submitted whenever the use of items different than those specified are requested. One, (1) copy will be returned to the Contractor. When requested, Contractor"shall furnish the Engineer with Certificates of Compliance for irrigation ,y equipment indicating` that the materials comply with l these specificationca Equipment or 'materials installed or furnished without :the prior approval of the Engineer may be rejected and such materials"-(removed from the site at the Contrac tor•a'expense. 2-5.4 CONTRACT OR AS-BUILT AND"RECORDAWINS The City shall furnish, the,,Contractor with one (1) set (50% screened) reproducible transparencies contact pylarsc) for his use as a base plan in .preparing ir- ra ation and,-planting layout plans upon which the Contractor shall show all landscape-'-work required Wider this contract. Prior to the installation of any planting or irrigation work the layout plane shall be approved by the Engineer and shall thea�by become the Contract drawings for the landscape �- portion of, this contract. Contractor shall maintain and keep up to date a set of bluelines showing the C, man-built" location of major features of the project and indicating changes that may occur to the approved layout plains during installation`. G 14 bo F✓ v .. J c i r K ,,, r Pr$or to'the .101ant . Contractor; "' „ isha;l l ietuih to the Enginsger, the City ~°urnished ra- producible transpaiencies with tho ap54,gyred xrrigofltion and la�aatir� ',,la, youtss as,the Recori set showing-".the„ am- n b-diAt data, of a quality matisfactory, to the Sa C;i.ne!er. r Transfer as-built data- in ink (no ball mint pen) and eradicate out4l ted=�,�ts si 2-10.1. AUTHORITY OF BOARD AND INSPECTION , The,,Rai iheer whall a�`_ at all '�tia�ess -hawe, aoce��s to the ,work during a;ts construction' and: ihall have every reasoi51L— facility, `fbt ascertaining treat the stack and materiEila „ used;,and effiployed and the 'workmanship, afire In accord- ance ,with the r°equ remesats�_, and intentions of these specifications. The inspection of the worts reliive tote: 4'ontractor of 4ny 6b.ligation, to fulfill rill conditions of 'the contract prescribed. Inspection .,of a< method of procedure, proc&ss or system „ __of operationz of t'a Contractor, failure to obscirve hazardous;_��bperst ions, of the Cont.�actor, or failure 61 the:-Engipeer to warn the Contractor that the method or Z ' 4 methods of construction adopted by him are hazardous to property ox f to` persona phd1 l not relieve the Contractor ®f leis: ,e:b3igationaa' taeteueider. In addition• to the requuired Anspections by the? C:Lty e s Building- and Safety Depaitme,' Con�gactor _3hall notify the ngineer twenty-four (-24) hours prior, to permanent�„ oana,ealmeait >a f any isorBc including but nit limited to the following: 1, tough 1 g graadin operations . 2. lrrigattoi system, , la�yosat, _presasure"'Supply = lithe test, and. coverage test. 't ° 3. ., Electrical,00nduits and hook-ups. I _ 4. Soil preparation and backf,ill mixpe prior' . to plant installation° 5o Plant material and planting holes - es prior :is installation. 6. Finish grade prior to "group& cover installar c, tio2,°ia. 7. End of planting operations prior to Plant 'Eatas<bli4hment 'Period. a.. Xdceptance of work.,, The Ccntatctor shall give aa- leaast 24 ho� .s a} Trance notice .when he or his Subcontractor will start or presume tie- work ',,she' above, notice is to"be given during ,w kinci hours, exclusive of Saturday, Sunday or:City holi4 ys for tote pltrposae ePf pamitting the, Engineer to take ni�eca9sisary A 2. I fJ szaigxamens��of his ie�prexentat,i.veks. j if the 'bantractor ed6cts to work under this contract �(;= more than 8 hrs/day-6r more than ;40�rs,/weckr Saturday, � 4 Sunday, or .City;holidays+', he ,,stall-arrLn9e with the f' Engineer for the"required inspection service,,nand pay the special inspection fees which,,wall be charged at L the following rate.s'e 4 hra. or lena/diy $125.00,. 4 Tars, to 8 hrx/ day $250.00 � fhegn Special Inspeetion is required, the Contractor shall notify the City and pay inspection fees 24 hours in advance. If the Contractor is' directed by the City to work under this contract more than 8 hrs/day or msr� than 40 hrs/we k, the Special Inspectiort fee rewire-" J scents"will be waived. Any work performed in conflict with said advance notice. approval or consent may be fejacted or ordered to ;be uncovered for examination at Cuntr�ctor°a' expense, an ahall `be removed at Contragteires expense, if ao orde"ied by the Engineer. Any unaut6rxzed o;- defective work'; defective material or workmanship or any unfaithful or, imp"er+ect -work that many ,be discovered before the final payment and final acceptance of work shall 'be corrected immediately without�'extra ,,charge even though it may, „ have been caused due to failure to` inapect the work. All aauthorazed alterations affecting the requirements nr.a inf©rmation given on the approved plans ahall t in writing.. .No changes shall be made on any plan or draw- ing after the' same has been approved by the Engineer, except by direction of the Engineer in wriiin-3. ®evia- tieins from the approved puns, as may be required by the exigencies of constructions will be determined in r all cases by the Engineer and authorized in writing. 0 All instructions, rulings and deci(!Ions of the Engi6eer, shall be in writing and shall be final• and binding on M, all parties unless gor�aal protest is made in writing and: �a provided in the 'following paragraph: , a }� If the Contractor considera any work demanded of him to be outside the requirements of the contract, or if he _ considers �Any instruction, ruling or decision of the Engineer to be unfair, he' shall within tan (10) Galen- \ti d`ar days after any ''such demand is made, or instruction,` staling or decisions is given, ,file a n'gitten protest frith'the °Engineer, stating clearly and in detail his , objections and reasons therefore. Excapt for such protests And objections as are made of record, in the manner and within the time above staa,i�;ed, the Contractor r, , 7 I itr C�� c�.. �vf;✓ 7 11 �-... • all .- Aail be deemed to ;nave waived and does\ hereby waive All cIai as for extra'work,., damages ind esten! ions of tb�e on t,4ount'of_demands, instructions, rlling4, and ^� A0. sions of the Engxne.er. lr upon recV; ipt of any such protest from,the Corntractor, the Engineer shall \*evfew the demand, inietructiosn, ruli'" or decision objegted to"and shall promptly Advise the Contractors, 1.xn writing of his final deci satin, which shall -be lain <„.yg on all parties, ,Furless 'within thel Vin (101 ualen,:';fr days; thereafter the C�sn- . - tractor shai .I file :with the City Council a formal Pro- o test agaxnat )said decision of the Engineer. The City Council shall) conaider, and sender a final decibipn an ° any such ppgl}-estt within tfnraty (3D) calendar days of `.o receipt of name. r 4-1..6 CERTIFICATES OF COMPLIANCE Aa' required by these a npecxfacations, a Certificate of Compliandc shall be , prior etc, the u&e of tfie - „ ma+ter alr. A Certific:ate of Compl ance -shall be furnished with eaei, lotof material del'ivered,to the woA--and theme,lot a certified shal be clearly identi- ;\ = /f fierl. ,All, aerials rased-,ors the basis of a Certificate of Compliance may be sampled and tested at .any ltime. The ' fact that material is used on the- basis of a Cert'ifi cafe pi Compliance rhall=not relieve tine C�ntaact®r of responsibility for incorporating material,, in°t°he work vrhich confo s to the requirements, of :the drawings and stpecif icatid7isi-and an ,' tech material . tohforming to 'such requirements will be snzbj�ect to', rejedtion . The City reserves the ritht. to refuse to permit the ,►ase " Of material on the basis of a Certificate of Comp1i: ` ante.. ' 6-2.2 ?" MATERIALS ORDERING SCHEDULE ee&Uce of required,,.lesd time .f or; t!�,t,Myers Irrigation Service( neclosure ifi"+etn, the Contractor shall furnish the Engineer within 10 naorkinq-daiys of the Kotice to proceed, ao cogy` of the' order placed with the manufac- tur or s+upplittr showing anticipated elate of delivery. y r V Apia 0 `\ , 1 fSa11�. U .N � '_• 1 TLJ j V The irrigaton service enclosure is available from, Ayers Electric' Prodasictsap' Inc. 13301 S. Vail;Aver-ese, Montebelloe CA. 90640 4213! _,724-0450. c a Contractor shall � 1 comply �ait�a=all s�s?.�s and re�t� ition� of the Depa.,-rtment of Food zi%d Agriculturer the apart-- mae.nt 61 Neall-h-; the Departeaent of lndti2strixl Nelatio"is ar►d,_ril ouser age ncies which gsivcrn'the ut'ti' of chemi- \1 cQfCi� � . .. es�iired -in the perfors nce of the work. Chemicilas .ehall include but""hall not be .limited to fertiliserei, soil conditioners, herbicides, n&--cti= tides' fungicides, „rodentii des, germicides, nem toocide.s bactericides, inhibitors, fumigants, .Aef:Dliahis, desic- cants, soil .sterilentsss and repellents. pa hts and Pel Contractor shall. `z_;ply spray chemicals when aas,,cur_. r =rente •are still; preventing drifting onto ad.joining. � property and ,pieventing- shy ,toixic +expopure to persons whether or riot they are n, ,or n!Rax, the project. `7-8.12 TEMPORARY FENCING %j lr Temporary fencing, c' ail to, Nationa3,I, Beat A Fence, as.., approved by the Enginet-r shall be installed along the ' - hack og' existipS walk fr;3m the block �aa12 on the sear mmide to the, bridge on the west aside.. =One drive mate � Shall be Vrov'aded f6r construction access." The, site shall be fenc`'ed and aepured t�a prevent public access - during- the, -total construction period. Contractor shall remove the temporary `fencinng at the''end of the thirty 830} .ca1endar 'day VI,afit Establishmernt Period A5 r, 'iJ _ , NOR , ' , n SPECIAL PROVISIONS (LANDSCAPE) The tolipwing ,a,.dditi,ons acre trade to Farts 2. ;R and 4 of the Staindaar, re kications. If theme is a 0confliet between these additioa�s and-the Standard specifications, the \ additions -shall have pr"edence. PART 2 ti CONSTRbCTION MATERIALS (LANDSCAPE) Where Y pplicaable# alternative Materials specified in Part 4 of. the Standard 'Specifications, shall be usreil. 212-1.1.2 CLASS .,A TOPSOIL ` ° Modify "Class A topsoil additi®na,l ,requirements" to the following: - Silt plus a "clay content of the import soil shall not exceed 20% by weight with a minimum 95% passing �. the- 2.0 .millimater sieve. The sodium adsorption 1f ratio (SAR) shall not �,excebd 6 and the electrical conductivity (ECe? of the saturation extract of this soil shall not exceed 3.0 millimhos per. centimeter it 25 degrees centigrade. The boron �� 1';lent of (hiss' soil shall, be no greater than Yppm a� �easured, on;the saturation extract. Simples of the impart soil shall.: be submitted to the Engineer <, two (2) weeks prior to proposed delivery to the ._,site cr a12-1.2.3 COM4�IERCTA� FERTILIZER Commercial fertilizer shall have the following �{ mitnimura guaranteed an lye is: TOTAL NITROGEN (N) as Am moni:ical derived from Ammonium Sulfate ,said Ammonium Pho`sph,te AVAILABLE PHOSPHORIC ACID (P205) derived from Amonium Phosphate. ... .. . . s. . ... . . .. . .9 . .. aY2.00�s SpOLUBL{E,, POTASH (E2,®) derived from Sulfate of q p _ _ - SeJ°t��S►. emmameaewmsas o...eeem •:..s . . eev�ememoe.l2.eW®� SOLFUR (S� expressed as elemental derived from u Sulfate..,.m a..s. e e e a..a.'. �.e e..� a..s.. e e a m . • CALCIUM `CA) DERIVED FROM Gypsum. .. . ... .....a 2.1.0% Commerical fertilizer is available as Tr 1e Twelyf, _ manufactured by Best Fertilizer. Azusa, CA'. 9Y703, (213) 334"4995. 212--1.2.5 MULCH A-6 w l r.Lc 61 P. ;r Mulch shall be woodchips produced,')y machinery equipped with knives or blades which cut rather than shred or break the material a Eighty-five' (85) percent by volume:shall be between one-half (1A2) J .;inch and three (3) inches in length and not leas than three-eights (3%6)„inch in width and thick- ness, equivalent to those produced from tree trim-mings. Waiod chip mulch shall be free of rocks, o paper, le,veei or other debris as re-queasted by the Efigineer. rr Wood chips are available as 'Medium' grade at 'Artesias! .Sawdust idompany, Gardena, CA. (213) 5'30-365G'e A sample shall be submitted for approval 1:4,ore delivery to the site. i 212-1.a 2.6 SOIL CONDITIONERS \;- Soil" penetrant shall be P6nt-A-Vate liquid soil conditioner available from,Burkard Nurseries, Inc. , 090 No. Orange Grove Blvd. . Pasadena, CA. (•213) 796-4355. _ Gypsum shall be agricultukal gypsum with the following minimum guaranteed analysis: r Gypsum (CaSf34.a fl20) 04% Combined� mbined Sulfur:, (S) 15.6% 12 2-:1.2.7 ORGANIC FERTILIZER Organic fertilizr shall be comprised of decomposed animal;, fish and vegetable matter and composted to support�bzcteriaal cultures. fertilizer shall contain no poultry, animal='� r hunan waste. Organic fertilizer shall have the following minimum { J guaranteed analysis: GUARANTEED ANALYSIS- _ Total Nitrogen. .,. .. .. . ..: . e . .o. 5.00% h *Ammonic nitrogen. . e soo. . a 1.00% ' "Organic nitrogen.o.00. .ee9 ''4a00%Available phosphoric acid***...... .... .o .r`o''. . • 3.00% Boluable potash****. s...eses.sseeoes.®ooese .e 1000% o Humus (derived from coDSipoBt) .e .o o o o e e o o s . o o. 50 00% ®umic acids (derived from compost).'. * * . . a .115.00% ,''Iron (exprebsaed as elemental - derived�froffi t! iron sulfate) . ... e..a.s e s .e o o . e e . e.o• .♦ a,.... 1 s 0®� � 6 Manganese (expressed as _ele=mmentai - derived manganese 045%. A-7 c �' r Zinc (expressed ass:,selenpntal o deri:vad froam a p zinc 56ulfate)see'•o.say.6...000ee.00a00000eo.e 6,aaY� i_ Penetrant (Alky1 naphthalene sodassun' �t. \ �)o'e a.oeo0oaYa <a®ooes'ea®obo0oaooa eooe 2900% �i1$f l�na4t �1 derived from ammonium phosphate. derived from compost, meat meal a urea iF a:�s der*r* d from compost` meat meal & triple superg homphate e derived from comp6qt a muriate of p `4xh. Organic fP:rtilizer is available as GroiePower Plus manufascturesl by Southern California organic Ferti- lizer Co., 61e>_dale,: CA. 91209 (213) "245-6849. ' 212-2.1.3 Jf PLASTIC PIPE FOR USE WITR- SOLVENT WELD SOCKET OR THREADED FITTINGS -' Plastic pipe shrill be injection molded; rigid, un- pla<sticiaed polyvinyl chloride (PVC) , NSF approved, of high tensile atrength, chemical resistance and -impact strengthi Type 1, Grade 1, 2000 PSI t� hydrostatic design stress (PVC 1120) Minimum pressure (mating shall not be less than the vorking pressure for the schedule and size of- pipe indicated on the drawings and specified herein. Pressure maxnl iie pilsiAg two (2) inches and laargesr shall be PVC 31zm, Class 315, conforming to ASTM P-1785, with Schedule 80 solvent-weld fittings.' Pressure ma.i.nling piping less .than (2) inches ahall be PVC 1120, Schedule 40, conforming,to A9�lsf D-1785 with PVC Schedule 40 seolvent weld fittings. 1, ? Neon-pIreasssure laterAl lines shall be PVC 1120, Class 200 conforming to ASTM D2241 with PVC Schedule 40 aolveht=weld fittings r' . ,Fittings &ad couplings small be threaded PVC Schedule 00 conforming to ASTM D-2464 or s>sl p-f t- �� Ling, tapered xacke±t, solvent`-welded type, PVC Schedule 40 conforming to ASTM D-2466 or PVC Schedule 80 conforming to ASTM D-2564. 212-2 a 2.2 ?CATE V2NLVES � _ eta 'halves shall be bronze with screw -in bonne., lanufactured as Nibco T-113, instilled as indicated on :the drawings. The operating unit shall be line'sized as indicated L' an the drawings and have an arrow cast in the metal A-5 d r, , xn c / ; wow i indicating the direction of opening. valve shall conform to American Water Works Standards, Valves shall-be designed to pai"'t dismantling to replace sealing components without removal of the valve body from the pipeline. Valves smhall be installd with operating nuts and per Standard Vlarn 701F file 27. 2.2.4 SEM'OTE CONTROL VALVES 'Remote control valves ishasll be solenoid activated, cast iron with Marine Bronze removable seat, meacn- anically self-cleaning, ; ►ithout al filter or screen, and slow closing, eliminating water hammer and chatter. A resilient seat petcock ;shall provide _ for manual opening and flushing. All valve components shall be.serviceable from the top, with- out having to remove the'valye bodg from the system. -Remote control valve shall be manufactured , as Series 200100.,by Griswold -Controls, Irvine, California. Rdmote control valves shall ba 'sized and installed as indicated can drawings.,' 'Each," remote control ' �;alve� shal,,, -be installed in i� ` separate valve ) x, acd per-Standard Tan 70 C,. 212a•2.2.6 QUICK COUPLING VALVES :1 Quick. coupling valves shall be brass or bronze with built-in flog control, self-closing valve and lock- ing yellow vinyl cover, operable with singjle lug one (1) in+eh quick coupler key, amanufactu eel as Rain Bird 44-LVC and 44-K respectively. il Quick couplers shall be installed with a sadaing hint' assembly of brace pipe and fittings Q)s indicated. irn Standard Flan 701 B. 212-2.2.7 VALVE BOXES Valve boxes for gate valves shall be Brooks Series 1100, 10" round "I.aast:b:a, box with, onap-lock tab cover permanently marked by indenting "GV" on the cover: s_ `calve boxes. for automatic remote control valves shall be Broopti "rigs 1419, 14 1/2" x 19 1/2"x 120 plastic box with snap-lock tab cover permanent- ly marked by indenting "RCV" and station number on the cover. Vaalve box lids shall be Breen in color. A_q I 1 Valve boxes shall b4 met 2" above grade in planter areassg, with valves set at sufficient depth to povide clearance btween the cover and valve. 212�-2 m a.S BRASS PIPE FITTINGS 1 rasRs�s gripe shallbe S red bg-asss: American National Standard Institute, Schedule 40 screwed pipe, conforming to Federal Specifications WW-P ,1. 351 . Fittings shall be medium brain. screwed 125 pound' `\\ �J class,' conforming to Federal Specifications WW-P- 460 0 . 212-2.3 BACKFLOW PREVENTION UNIT Ba-ckflow p7revent�on unit shall' be, a 2 inch size manufactured by Feboo or Neptune and installed r according to City of Runtington. Beach Standard #70.1 A and local codes. Entire unit-,sahall be painted i) with two (2) coats of rush resistant dark grass i enamel paint. The redixced pressure backflow prevention unit shall consist of .two (2) separate spring ,loaded "Y".. type o check valves, a differential.. relief valve, two (2) , C, shut-off valves and tent cocks. The units i s 11 aautomati6ally reduce the presoure in the zone be- twet-h the check valves. Both check valves and dif- ferential relief valve shall be so constructed that they may be serviced without removing the device from the line. Reduced pressure backflow pre- vention unit shall -be rated to 150 PSI working psress%i a and water temperatures to 140 degrees F9, Units 'two (2) inches and smaller shall have bronze bodies and bronze trim. Units two and one-half J (2®1/2') 'inches'-and larger ;shall have cast iron bodies with apoxy coating 'aind bronze trim. The assembly shall meet the performance- specifications of the American Society of Sanitary Engineers, USC Fu.andation.for Cross-Connection `Control and Public Eealtlh officials. 2124-2.4 SPRINKLER EQUIPMENT Irrigation heads shall be of the manufacturer, size type�and rate of precipitation with the diameter " for r4idius) of throw, pressure; and discharge as s:pec1tied in these specifications. Equipm,►nt of ,;one type and f low,.;characterictic' sahal l be from the 'same manufacturr%2r &nd all equipment thall bear the manufacturer►-��Unasme and identifi U c � - A-10 tt cation in the installed position. r, Riser units shalll be oriented perpendicular to the f^ ish �rzv,", installed as indicated in the Standard 1D `moils and specified herein, with nipples of the same miza as the riser opening in the irrigation head. Fixed-spray type irrigation leads shall be eon- st-ructed of aeon-corrosive heavy duty Cycolasc ` wiirh gallonage nozzles as noted on plans. Nozzles shall be comprised of one (1) or more orifices at i two (2) radius ranges and shall be adjustable from r full on to full off. Nozzle. shall elevate when in operation to a height of twelve (12) inches. Re- 'traction shall .be by a heavy duty stainless steel spring. Nozzle 'piston shall be equipped with 'a filter :screen ana;_have a smooth external surface peration in a resilient guide. All parts sahall 'be accessible through the top of the unit by ~removal t of threaded cap. The irrigation heart shall be manufactured as the 570 Series Pop-Up Sp raay mead by the Toto Company, Irrigation Division, Riverside, California. Bubbler heads shall be as manufactured by Hydro- �` Rain model number ,610 adjustable flooding bubbler . types Stream rotor head shall .he constructed of non- corrosive heavy duty ,Cydblac. A large filter screen of over 7, square inches for the 12" pop- up what, be a part of the: sprinkler. All sprinkler 1parts shall be removable through the top of the case. Maximum working pressure at the base o£ *tb.e sprinkler shall be 75 PSI Nozzle s hi-11 be comprised of 12 orifices which .rotate at the top of the unitAand shall pop up 12" when in operation. Retradjtion shall be r: achieved by meaans of a heavy rluty stainless steel spring. The stream rotor sprinkler shall be of the planet- ary gear driven stream rototary type. Rotation shall be accomplished ,by a sealed oil packed. planetary gear assembly isolated from the water Supply. The sprinkler shall;-be available in three ranges with, standard arcs of 360 degrees, 180 degrees, and 90 degrees, intermediate degrees i( of 270 degrees, 225 degrees, 202-1/2 degrees, 157-1/2 degrees 135 degrees, and 112j-1/2 degrees shall also be available with the changing of an arc disc. c A-i I �u - WOO a _ , 1� J 7 a F The sprinkler shall be manufacturad an the 300 Series Stream Rotor by the Togo Company, irrigation Division, RiversiCa, California. 312-3.2.2 CONDUIT ,,Conduit shall be Schedule 40 PVC plastic pipe. 212-3`<`�.3 NTRCL WIRING �4 coni ctions between the controller and the solenoid a►ot3vast6d remote control valves shall be made with di ect curial 'copper wire, #14 AWG, Type 0.F., 600 volt. ' Wire shall be PVC insulated or single conductor type, underground feeder cable, U.L. approved. 212-3.3. CONTROL LER. UNIT Controller shall be a 12 station, wall-Mounted,, manufacture4 as the ISC by Rain Bird :sprinkler"" ' Mfg. Corp. . Glendora, California. Controllar, shall be a Emicroproce�nsor based/micro electronics 'no l d state type, capable of fully automatic or manual operation. Controller pro- s� gramming schedule"shall be based on,a variable +" eight .(8)-day cycle. Each atation shall have the capability of being programmed to automatically start on any quarter hour up to four (4) times per day. Station timing shall be variable from one• (;1) to ninety-nine minutes in one (1) mi.nut` = increments.. - Controller shall be mouan�ed inside the Irrigation, G Q Service Enclosure per Standard Plan 0701 T. 212-3.4 IRRIGATION SERVICE ENCLOSURE Irrigation service enclosure shall be a dyers model NEUG--I-M2.05 and be installed per 'Standard Deta-A _ #701 1. Enclosure shall be designed to provide 120/240 VAC 1 0. 3-W 100 AMP meter socket with test blocks, six circuit interior, neutral and equipment ground and a plywood mounting board with tilt bracket for the irrigation controller. ` in lieu of the photo- electric receptacle as shown on Standard Plan 701 1, a 24 hour time clock shall be specified by; ` the Contractor in the order placed with the enclosure iaanufactu< llr v A-12 5 .- tt Pip i, Provide a typewritten directory mounted \' inside the door in the metal frame 'which ahall clearly identify each circuit as to use and loca Lion. Circu3,-% numbers shall be stamped into dead_ front'ad jsc+e%t^ o each circuit breaker. Provide engraved scret__,.an nameplates on panel trims indicat- ing penal designa't-lon. Exterior of enclosure 'shall be furnished frost ;-,che manufacturer with two 8 2 D coats of gust resistant baked on enamel. Enclsoure shall be located dr;;rectly back of Warner R ;6nue sidewalk. Finaloc�ations of the enclosure shall �'be determined by the Engineer. 214-1.2 WATER 'METER The irrigation system--shall be. connected to water J mupply points of connection as indicated on the 1 drawings. Contractor shall apply for service from the Department of Public Works and shall purchase and install water meters as shown on the drawings per City of Huntington Beach Standard Plan #603, including all appurtenances and water meter. • _ ll 1 A-t3 ' 1F,4tT 3 1" CONSTRUCTION METHODS GENERAL DESCRIPTION OF WORK The work to be done, in general consist of providing irrigation and plant layout working drawingab earthwork, installing irrigation service j ,enclosure, providing power for the automatic ir- rigation controller, a�"tcomplete automatic opera- � . "tional irrigation system, complete landscape ' kasAtallation- incl'uding relocation, planting ,and of guying of existing palms, importing °sand and Class A topsoil and Broil preparation, installing shrubs and ground cover and performing all plant estab- lishment period work and furnishing all labor, I materials, tools, equipment and incidentals necessary to perf®rm„the said work. All work arha<11 be completed to,' the satisfaction of th'e Engineer. RrY' ADDITIONS TO STANDARD SPECIFICATIONS 300-6 EARTHWORK, ;gi"RADINd OPERATIONS Finished surfaces in all cases shall conform to the lines, grades, •cross sections and dimensions shown on the drawings. Such deviations from the original drawings and working drawings, as may be required by the exigencies,;of construction, will In all 'cases``be determined by the Engineer and authorized in writing. Finished" grades shall he well c©mpactd, reason- ab41 smooth and conform to the drawings, insuring po4itive drainasc, free of abrupt grade changeas, irregularities, water pock, or discontinlities in surface level. ��; All areas to receive ground cover and Raphio lipsis shall be 'gripped 12" deep minimum with ripper teeth 12" ®,.C. in two passes and from f opposite directiosnA with 6" offset (in narrow areas only) Ll areas of sufficient size, rip-- ping shall be in Grossing pattern to each other. Prior to ripping, agricultural gypsum shall be spread at the rats of 200 pounds per 1000 square feet. A}ll,unsuitable material shall be brought to the surface such at concrete, 'wood,,. pipe, tar, A.C. , etce and removed from site. A-1 4 A 1 F Adequate drainage shall be provided throughout ' r the progress of the work so that storm water will be dias;posed. of without damage to the project or :adje'cent properties. Any such damage shall be repaired at the. Contractor's expense. No f inissh grading shill be done when the moisture content of the soil i"s so great that excessive compaction will o=;ur,.',nor ;when it is so dry tf- ti duet will fors in the air or the clods; will nowt ' break readily. f� All finish grading shall be completed prior to planting operations.;, Prior to completion of f i "issh grading, all rocks' roots or other foreign maierial one (i) inch or larger in any dimension and weeds -shall he removed from the top two CZ1, inchea of the finish grade 1 }t `- Finished grade, adjac.et,"t _to paved areas and curbs shall be 'one (1) ieach ow the finished surface for groundcover a'reas. 340-8.2 EXCAVATION _ -The Contractor v6�alk make sufficient excavation to construct. all of ,be work shown on the drawings�or specified herein, and shall abide by the Construe- tion Safety Orders, issued by ttie Division of Industrial Safety of the State of California. Excavations shall be to the dimensions and eleva tzons"i"ndicated on the drawings, or as specified in these;sapecif ications Bottom o excavations shall be level, fiee from loose material and to the required levels in undisturbed earth. All excavations shall.,be )j 1' kept free from standing water The Contractor shall assume all responsibility for pumping or draining that may be necessary in carrying on the .a work. s The Contractor shall comply with State of Calif- \n ornia Labor Code Section 6705. r Acceptable excavated material shall be transported to and placed' in fill areas within the limits of work. Unsatisfactory material encountered within the limits of work done shall be excavated below grade and replaced with satisfactory material as requested by the Engineer. A-15 ,r C) r 131 `Ai approved by the Engineer, distribute: satisfac- tory excavated subsoil obtained from gri ng operations fear planting areas. Graded material shall not be deft in :loose layera but shAl l be compacted in thin layers. '' Fill material shall. be composed of satisfactory excavated material or: approved import - : Class A topsoil per Subsection 212-1.1.2. The impo,�-rt soap shall be evenly spread in .uniform cone,ih7jous" horizontal layers not, more than 3 nc(nes d! of uncompacted .thicknessa. After first layer ia�'spread, the importshall, b�: mixes_to a 'depth of 6 inches` nail they import toil is uni- formly blended with the native subgrade. Each uncompacted layer shall be moistened or distribution within three•_`t 3) percent cif ,optimum moisture `content. Compaction shall be performed by suitable .mech an,ical es uipkeA ,as, approved by the Engineer.' f� 1� Ea8it 1Yft and the upper six (6) a�nches3 of 'natural �soilt, shall be compacted to at leasrt, 85% of max- muru'denssity obtainable in areasI,designated%fcesr planting. Each layer of fill. shall be sufficiently roug' ened after compaction to eriarre bonding to thea�uocaed- ;� J ing Dyer' bring fills to suitable elevation above xequired l g , g reds to allow-,,. or-fox s�hrin�ta a and settlement. Trenches and areas adjacent to footings :rind found! atione :ashall not` be backfilled until the'work is inspected and approved by the Engineer. { ` material, approved. for backfilling, shall be free from large cods, stones and other' objectionable m&terials, exce_,diyngc�.hre'e (3) inches in diameter; and deposited in layers not. =' } greater than six (6) inches, brought to within three' (3) percent of optimum moisture content and, r tJ compacted fill as specified herein. Prior to planting operations, trenches steall be at the 1 A-16 � a compacted €inisash„grade (see Subsection 306e2.2) . r" ` Trenches that nettle below grade &hall be reopened t® a depth see grad for proper filled and compacted to indicdtadmaurface _lev � , _ face eleva- tion allowing ,for shrinkage and settle sent, jj 308 `'' LANDSC;�PF. AND IRRIGATION INSTALLATION 308-1... GENERAL C\ Contractor shall provide all labor, materials and equipment snecescary to furnish and install ail planting materials and related materials as speci- fied herein, including, but not limited tso., soil amendments, fertilizers and conditioners, import- soil and sand and hole excavat-ion, backfill mix, ` 'soil preparation for gsoun+lcover areas, relocation of City owned palm trees, plantizig' shrubs, ground cover and palm trees, guying pales, mulching and Cleanup operaticns and plant establishment work. Contractor shall provide and plank the following: \:Fxstp (50) 5 gallon Raphiolep' s 'Spr ragtime' at 41 O.C. in as 'double row 3 feet back of existing Warner Avenue sidewalk starting 6 feet from pro- posed curbs, on each side of driveway. Thirty (30) shall be planter on the east aide and- twenty (Mon the went side fifty-five S y-five (55) 5 gallon Ra"hiolepis ' p 9 ringtime' at ' O.C. in a minimum of a double row along G existing block wall at east property at narrow;�s-;=_` a ` g -tion between wall and proposed parking lot. A,._J areas below Raphiolepis and tree well _areas siLa l be plashed with Gazania 'Sunrise Yellow' at 12" O.C. and .6 from shrubs, walks, curbs' andl walls. Nineteen"(19)• 5 gallon Melaleuca nesophylla at 101 O.C. in a single row 5 feet from and parallel to the Axisti;ng, block mall at east property line. -` Rory to start approximatel:y 35 feet bads _of exist ing Warner Avenue :sidewalk. Row to end approx- r' imatel 180 feet- north of sidewalk. f Nine (9) S gail,on �Melaleuca, nesophylla at 10 feet ,-' bob. in a single row 5 feet from and parallel to existing block wall, at east property_line. Row to 'start approximately 15 feet .front proposed s' ` idewalk at north end of project and end approx-, imately 80 feet ''south 'of proposed sidewalk. 1 _ = A-17 r.. ci r C� prior to 'any soil `preparation+` fn shrub and '-round cover areas and before weeds e.,.Ceed-,twd (2) inth'es in height, they shall be-removed and disposed of 1 off-site. gexious w€ed pests (i.e. blackberry, unwanted rhizomatous grai,scea nut sedge��._'r bind ,weed) s1ha11" be sprayed with Roundup, as nufac tuned by Monsanto Co., or approved equal, at the rate of five (5) quarts per ache r^'d left in place - for seven (7) calendar days. Appl-ration sshal ,,,be. as recommended by manufacturer. An determined by the. Engineer, a mecond application of Round;L�P chill be made seven (7) days after the first application. with both applications, areas. spray ed shall remain unwatered„fo'i a minumum of forty- eight (48) hours. Dead weeds shall be removed seven (7) calendar days after second application and disposed of off-site. 308'2.3.2 FERTILIZING AND CONDITIONING PROCEDURES Prior to cultivating organic soil amendment shall be spread 2w' deep over the entire areas"`to be planted with groundcover and Raphiolepsis and 15 0 lbs. of agricultural gypsum, 15 lbs. of 12-12-12) commerical fertilizer, 100 'lbs. of agricultural gypsum, 15 lbs. of soil sulfer per_1000 S.F. shall * be broadcast evenly over the areas to be plan*ed to (9) nine inches of soil by suitable equipment y operated at approximate right a7hgles in' at least twot 2) direl�tions. These procedures shall extend 12" beyond the groundcover areas. Prior to spreading organic- soil amendment soil penetrant (pent.-A-Vate) at .the rate of 20 ga1., per acre shall be sprayed over"'all planting areas PLANTING ,, Stake plant locations and secure approval from the Engineer hefore excavating pits, making necessary adjustments as requested by the Engineer. Exca- vated pits shall have vertical and roughened sites a m; nimum of twice the diameter of the root ball to permit handling without injury or breakage of the roots-,or root ball. „ (1)` pits shall be the: depth of the container plus i�ii (6)' inches. ; (2) data shall-be square for bossed materials; circular for container material. (3) Bottom six (6) inches of ,backfil l shall be _ watered and ld�jmpacted before plantinj. s , yF " Y c e r b w , Backfill-au follows shall be machine-mixed and approved by the Engineer prior to incorporation in plantingpits: a 6-part of vole On-cite soil } 4 pa.rtt of volume Nitrolized Sawdust 1 lb. per CY' of mix i2-12r12 Commercial fertilizer �;. lbsw .per CY of Unix Soil Sulpher Unsuitable soil1 encountered in excavation shall -be disposed of off-site and approved import soil_ shall be provided. t Spacing of rooted ground cover'ahall be as indi- cated on the drawings. Containers shall be opened and removed in such •a 1 manner that the' plant root ball is not injured. Set plants 3n center of pity, in vertical, position { _ so that crown' of `etant w-tjll,; be level with Finish grade. " c ` 11 shrubs shall be planted er_ Sta�i3ard Plan '?02 unless othea�� se Hated herein. �I j lelaleucas shall be set' in, basins six �6) inches ft . deep a�nc the bottom shall be level With surround- ing finished grade. Finished oracle for treewell`s shall be 4" 'below concrete. 1. Ater all planting operations°are 'completed and prior to mulch placement 'Sulflan` or °Ronsta5r° . , shall be epplidd at thel manpfacturei"°s recommend ation in all areas. Af 4r all planting operations and herbicide appli-. ions are, operations r�o®d chap mulch shall be spread 4e�yenly- 2" deep over the entire basin ttome., J t : 308-4.5.1 PALVf TREE PLANTING 1 Palm trees to° �,►e reAocated are located on the :north; side"of Palm Avenue between 17th Street and G61denwest Street f' .Be fore any excavation work ie 'begean Underground „i Alert shall be contacted to determine exact local. } tioin of any underground utilities that may `be s ' located7wthin the parkway areas. A-19 ti f t Contractor shall dig out twelve Al2) existing palm trees located in parkway areas in the location referenced ab�ve and transport them to the site ar%d plant pis these spr,,�Pificatiorss in proposed treewells and in other project site locations asp directed by the Engineer. palms in existing tree wells are not to be removed. After palms have been removed the excavations shall be backfil.led to agr�tde existing surrounding with Class A import soil and compacted to 8%. All debris and rubbish shall be removed and disported of at a legal dump ffiite. Area shall be left in a neat an swept condition. Any barracaditng required shall be per the City Standard Specifications and an required by the Engineer. Root ball shall be a _minimum of 24px24", diameter.;, The plant hope shall be a minimum of ),%iv all around, the sides of the r6ot ball The bottom of the plant hole shall be excavated_'18" "eper than .the root ball. Back£ill. below root ball shall be seven - (7) parts sand and three (3)` parts - ' Class A soil, watered and compacted before palm' trees ,are planted. Sand shall conform to the. requirements• for port- land Cement Concrete_ as specified in Subsection 201-1.2.1. j. palms after planting shall be as perpendicular to finished 'grade a possible. Palm fronds shall be tied before digging with hemp twine and shall remain tied until directed by the Engineer to remove the ties. Backfill for palms around,-the -sides of the root bLl l shall be machine-mixed- and ;;approved by the Engineer prior to,,,incorporati n in plant pits as follows: 6 parts by volume Class 'A' topsoil 4 parts by volume organic amendment 1 pound 12-12-12 Commercial fertilizer. per C.Y. of mix 10 pounds agricultural gypsum per C.X. of mix .2 pounds iron sulfate per C.X. of mix ' After nitial watering care 'shall be exercised by the Contractor to avoid overwatering the papas, 308e-4.7 GROUNDCOVER PLANTING Ca A-20 4 I "o n �I - ._7, All areas not planted with er_,ubs shall be planted i� with cuttings of Carpobrotue edulis at iS" ` .C. and 3 feet from shrubs and other groundcover, curbs, wO-31a and paved surfaces. Carpobrotus cut- tinge way be taken from City right-or-way as - directed by the Engineer at no charge to the Contractors; No ground cover shall be planted between the Melaleuca shrubs. Carpobrotus edulia cuttings shall be ten (10) inches or more in length and shall not be rooted. Cuttings shall be insect and disease free tiffs cut- Xinge from healthy vigoro-is and strong growing plantar: !Mature u brown''valored stem growths or cuttings which have been trimmed will not be ac- cepted. Cuttings shall be left to. dry (harden- off) not less than,two (2) but not more than five r (5) days before planting. CIZ After soil preparation operations are completed as specified elsewhere in theses3pecifications, cut- tinge shall be planted in neat, .straight rows parallel to the adjacent curb or sidewalk. Cut- tings in adjacent rows to •the ;.first row shall be staggered to each other. Cuttings shaaIl be . planted: to such a depth thAt not less than 2 nodes' .area covered with soil. The basal end of Carpo- brotus cuttings shall not be Leas than 4 inches below the surface of the soil. -No Carpobrotus cuttings shall be planted in soil that.<doea net contain sufficient moisture at an L average depth of 2 inches below the surface to promote vigorous root development on such cuttings and sustain their growth and development. 308-4.9,5 WATER XNG . „ Not more than one hour shall elapse froin the time any ground cover is planted until it has' been watered. Several consecutive waaterings may be necessary to thoroughly saturate the soil around es�ch. plant. After initial watering, Corpobrotus cuttings shall be watered only to keep thr cuttings barely moist , _ at a depth of 2 inches AS1 other plants shall be), � watered-as often and in sufficient amount as �I conditions may require to keep the soil and plant roots moist during the life of the contract. Should delays be encountered in obtaining poorer to the controller, the Contractor shall still be, re- ►q-21 Yr .ceti _ ,ram sponsable for wa ,ering all plant materials as specified _herein ,r Pallas an shrubs shall be *'aiter.ed immediately after planting. Water shall be applied until the backfill soil around and below the roots or ball of earth around the roots of each plant is thoroughly saturated. 300-5 IRRIGATION SYSTEM INSTALLATION ,305-5.1 OENERAI. eontracto ° shall provide all labor.i materials, and equipment neceasary to furnish and inseall the, r- rigation system, as Specified herein, including but not limited to irrigation materials and related appurtenances, excavation and' backfill of pipe lE trenches, record drawings, guarantees, .,perpmits and. licenses, testing and inspections and clean-up operations. - ? Contractor ,:shall provid,z._ , of head to head coverage for all, spray h% �'� Spray heads shall be.-- minimum of 6' 'frot�-..urx,wand sidewalks. Gazania areas shall be watere� by shrub spray pop-up heads as specified herein. A minimum of two shrub, spray pop.-up heads shall be ;provided: per treewell. Melaleucas shall be watered\,by one bubbler head per plant location as specified here- in. Carpobrotus areas shall be watered bi using` ti pap-up rotary stream spray heads as .:specified -here ,f in. All spray heads shall be installed per .Stan *, dard, Plan 7.01 E. Bubbler heads shall be installed per, Standard Plan 701 D. hiring of head types on the same valve will not be permitted. Quick'_couplers shall be provid�d at a mini mum of ' 100 feet along the main supply Line. A quick coupler shall be jrovided no leas 'than `50 feet from the farthest planted area of the parking " ot. Agate valve shall be provided immediately after the backflow preventer and raid-way in the main supply line. � A master control valve shall bj7b provided between the .backflow prevenj_er and the water meter. Line sizes shall b/of sufficient size to (pr®vide I the necessary ope acing pressure reguired, at the head as recommended by the manufacturer 0/f the type head installed. Line velocity shall rot A-a exceed 5 feet per sccon". Static pressure of 75 PSI at the point of con- nection shall he used as a criteria for the design of the system. / in no ease shall any sprinkler circuit controlled by as4 single valve lose more than 25 PSI between the point of connection and the sprinkler heads controlled by that valve. Backflo pneventer shall be installed 3 feet -from existing6�61ack mall approximately 40 feet from . back of Warner Avenue sidewalk and per Standard' Plan 701.' .Final location xhall be determined by the Engineer. ` Contractor shall provides a 2" capped stub-out for future uat-,between the gate valve and backflow preventex�_ Contractor shall be' responsible. for' making the;' necessary applications r.equired by Southern COS I if- ®rnia Edison Company and the City of Huntington Beach dater Division for providing water and power at the locations a a indicated. in these apecs.9°iea- J , Lions and to install same per City codes. Contractor shell be required to request all''neces salty inspections from the appropriate ageney for approval of utility installations. Electrical contractor must be at the site for electrical i-napectionss. c After Southern California Edison Company 4nd,the City inspectors have finalized the work, _the Con- tractor shall notify the Engineer immediately so the ]Engineer can make, the necessary arrangements fir energizing the electrescal meter. i1) The ,At tomatic controller shall be energized prior to the beginning of the Plant Establishment Period. The Contractor shall coordinate the 'installation - ®f ae irrigation materials with the construction of site amenities and planting, as` indicated on ? <, the drawings.,.',' All work on the irrigation system, including �! hydrostatic and coverage tests operatioteal tests and the backfilling and compaction of tr6nches shall he performed prior to planting operations. A-23: �i It shrill be understood that the approved layout drawings are diagrammatic and shall be adjusted as necessary to conform to actura'"field conditions. Costs incurred due to any adjustments for coverage including those requested by the Engineer, rela 4 _ tive tc`'the location of irrigation heads an shown on the drawings, shall be the responsibility of the Contractor. 308 a a 2 QUALITY ASSURANCE 1) f Ali local and state laws, rules and regulations governing or, relating to ahy,,portion of the irrigation system are hereby incorporated into the and treads a part �^" these -;specifications. Nothing contained in these_specifications shall be con- strued to conflict with any of the aforementioned rules, regulations or requirements. However, whe `, thenp�_ specifications call for or describe material... worYananship or construction of a better quality, higher standard or larger size than is required by the above rules, regulations or requirements., these specifications and the drawings shall take precedence. r In the .event any, equipment or meth ,ds indicated on the drawings or specified herein conflict with applicable regulations, Contractor shall notify ,the ]engineer in writing prior to installation. 'Costa for replacement of aazh, incurred due to the failure to give such notification, shall be the Contractors responsibility. Due to the scale of the drawings, it is not `pos- sible to indicate all offsets, fittings, sleeves, etc. which may be required. Contractor., shall i> carefully investigate the structural aJhd finished conditions affecting the work and iriestall a. complete irrigation system within .the intent of the: drawings and specifications, furnishing such fittings as may be required. Manufactureral specifications and detailed draw- r` ings shall be followed in cases where the inanufac- �` turers of equipment used in this Contract furnish installation methods not shown"in the drawings and,-specified herein. All. materials shall be of new stock and of brands and types noted on the drawings and as specified t.. herein, or approved equal. approval of any items alternates or substitutes indicates only that the product apparently meets the specifications an itiadicated an the drawings sand herein can the basis ` �4-24 F , of the information or samplem submitted. PUC molvent-weld joints shall be made in accord- enee with_ASTM D-2355. Pipe shall not be exposed to water for twenty-goer (24) hours after solvent- weld joints are completed. Trer_: hes shall be of op%6n vertical conutruction to _ appropriate depths as indicated on the drawings and specified herein. PVC pipe ,$hall be laid on a t ` uniform compacted grade, free o;+4 mocks or sharp odged objects, and snaked from side to slide in the trench to allow for expansion and contraction. Tef1on tape shall be used on all threaded1`PVC to v} PVC and on all threaded PVC to metal joints ____ ` `t Light drench pressure is all that is required. Brass pipe and fittings 'shall.be`assembled using Teflon dope, applied to the male threads only. Concrete thrust blocks shall be installed on all pressure gain lines wherever there )_'a a direction- al change or as specified by the manufacturer's recom-zndations. 308-5.3 ELEEVING Iriigation lines and control wiring shall be >1 installed under paving in separate PVC Schedule. 40 sleeves. Sleeves shall be installed, with the ' coverage depths as specified herein. Piping under „'_xiating pavement may be in ailed by jacking, boring or hydraulic driving, ex 6pt 'that no hydraulic driving will be permitted under asphaltic concrete pavtMent. Where cutting,-or breaking of existing pavement is necessary, obtain * permission from the Engineer before cutting or breaking pavement end- then make all necessary^ Engineer,neerand replacements ,�Io the approval of the g .tional cost to the City. f 308-5.4 LINE CLEARANCE AND COVERAGE Ail lines shall have a minimum horizontal clear- once of six (6) inches from each other and from lines ofother trades. Parallel lines shall not ( be installed directly over one another. ?: Provide the following minimum coverages for: Pressure mainline 18" Nan-pres4-,'ure lateral lines 12" A-25 Control wiring Is" Where lines occur under paved areas for vehicular traffic, these coverage depths shall be conuidered (below subgrade. t� Pilot wires shall be a different color for each , valve. Common mires shall be white.. Wire =haal l be buried a minimum of eighteen (18) inches in,depth and whenever possible shall occupy the same trench; bundled and secured to irrigation pipelines at ten (110) foot intervals with plastic electrical tape, providing sufficient slack for expansion and contraction. An expansion curl shall be provided within three (3) feet of each wire connection and change of direction, and at least every one-hundred (100) :set of wire length on lohger runs. Expansion curls shall "be formed by wrapping at least fifteen? (15) . turns of mire around a one-half (1/2) inch outside diameter pipe, then withdiaawing the pipe. All splices shall be toads with Scotch-Lok #3576 Connector Sealing Packs, Rain' Bird Pen-Tice wire r. connector, or approved equal. Use one (1) apl ice per connector sealing pack. Wire splices shall be located in pull boxes. Without prior approval of ?the Engineer, field . splices between the controller and remote control - valves wirl not be permitted. � 308-5.5 ADJUSTING AND TESTING THE SYSTEM t After completion of pipeline assembly, prior to installation of terminal fittings, entire system \� shall be thoroughly flushed to remove dirt, scale or other deleterious material. irrigation heads. shall be installed only after flushing of the system has been accomplished to the complete sat- isfaction of the Engineer. Contractor shall then furnish all equipment, materials and labor to conduct pipeline pressure ' tests, coverage tents and operational tests. All tests sha11 be pPa3de in the presence of the Engineer, prior to planting operations. Trenches shall net be backfilied until the pipeline pres- sure tests have been performed to the satisfaction of the Engineer. With open ends capped; test pressure supply lines A®26. 9. for sire (6.) hours at 125 PSI. Center load PVC pipe with a -swell amount of backfill 'to prevent " arching and slipping under pressure. ! Coverge test shall elimonstrate that each station .area is balanced to provide uniform and adequate coverage. I` Operational tests shall demonstrate the perform- ance and operation of all components of the con- troller system. Remote control valves shall be t, properly balanced, heads adjusted for coverage and system shall be workable, clean adnd efficient. . Contractor shall- be responsible for correcting any portions of the work that are not properly installed and retesting until installation has been accepted by the. Engineer. 308-5.7 8AC8EIhhING ckfilling shall be in -accordance with Section 300-8 Earthwork. Trenches located under areas where paving or con- crate will be installed shall be backfilled with a six (6) irich layer. of sand below the pipe and -three (3) inches above. the pipe, and compacted in accordance with Section 300-8, Earthwork 308-5.8 MATERtALS TO BE FURNISHED Contractor shall fdrnish the Czty the following materials at tf"), end of construction, prior to the end of the plant-Establishment Period. , One_` (1) set of special tools required for remov- ing disassembling and adjusting each type of sprinkler and valve supplied on the project. One (1)< quick coupler keys 'and matching hose swivels for each quick coupler valve installed. One (1) set each approved ass-built and record 4rawings 308-5.9 AS—R JILT AND RECORD DRAWINGS i-built and record drawings shall be prepared in „ accordance with these specifications in Section 2-5.4. Dimension from two (2) permanent points of ref- erence (buildings, monuments, sidewalks, curbs, A-27 J 5 Waft pavement) of the location -of the following items. (1) point of connection to existing water lines. (2) Gads valves. (3D Routing of irrigation pressure lanes (dimensions, maximum 25' along route). (4) Remote control :salves. (5) Routing of control valves;and wires. 16D Quick coupling valves. (7) Gthee related equipment as requested by the Engineer" Locations shown on yes-built drawings shall'be kept , day. to clay as' the project is being installed. 300-6.1.7 GUARANTEE Relocated palmo along with all other installed plant materials shall be guaranteed as specified ' in Section 3-4.2 of the.Specifications. Replap ment pales shall be tlbe f same- variety and same brown trunk height as the replaced palm. >placement palms shall be from a,source as approved- ' ° by the Engineer and shall be from within 30 miles from the coast. The root hall shall be the mini- mum Oxe as specified herein. Replanting shall conform to Section 308-4,.5•1 of these Epec��_� if idations. \ 308-8 MEASUREMENT AND PAYMENT Measurement for payment purposes shall !be in accordance with Subsection 9-1. The lump sum or unit prices met ,forth in t-hd Contract Documents shall include full compensation for furnishing all labor, -materials, tools and equipment and perform- ing ill' wQrk necessary to complete the landscape , and irrigation installation work and to maintain the landscape and irrigation 'work during °she-plant establishment and as' described in the Contract Documents. A-2s .. a ,. a r iN .I•• j4.' e.� .-®I.. • •r Z. CIS fit DETAILaA A9-td y J 1't 7 13 ,12 11 rr Pr j E i aBYd ® T 5 5 3 DETAIL. 4" - 7 DETAIL ",B. ..� 1. RE ER TO $TP. PLAN W. 220 FOR CONSTRUCTION IN EXISTING SIDEWALKS. 2 ALL PARTS, MAY 13E SUBSTITUTED WITH APPROVED EQUALS. 3,METER TO BE CENTERED IN METER BOX, A.R.-.AS REQUIRED -REFER M GEN. I•,OTES STJD PLAN i00 6.SERVICE t 4TER/p'L.t ITEtd1 7 W,=}SAME SIZE AS- METER. ITEM pr SC ',t—�,� �r - I111PTdON OF MATER AL WY ITEM. DESCRIPTION OF MATERIAL OTY 1 WATE MAIN —= j, A.R. 10 JONE J-129 METER FLANGE 1` 2 JONF_i\ J-09 SERVICE SADbLE 1 (1111), TYPE 316 S/S NUT & BOLT 4 3 JONESI` J-1930 MALL VALVE 1 12 1 i-,`ETER FLANGE GASKET 2 4 FORD PT-5 906 ELL BOWS 1 13 WATER METER 1 FORD \FrTC.4 lll,PTC•5 2,•INSERT ADAPT, 2 1a BROOKS MTR BOX 3S.S 11/. 65-2" 1 6 COPPED, WASHER 2 .38-TRS 11/2" 65-TRS 2" COVER 7 315 S'tiFAINLES5 STEEL HOSE CLAMP lb BODY,LID& INSERT,' IN TRAFFIC WAY 6 PE 3 \p6 PLASTIC PIPEbPS.D NOTE4 A.R. 15 FEA GRAVEL " A.R 9 JONES �V-1525-F ANGLE STOP 1 EPARiMIwtdT OF PUBLIC tAlOR14S 1l2 , . '° MATE SERVICE A� CITY OF HUNTINGTON BEACH` APPROVE DIRE TOR OF PUBLIC WORKS DATE CALIFORNIA STANDARD REVOSION DATE; PLAN NO.. 603 �REsDUCED PRESSURE TYPE !4 ,� REDUCED PRESSURE d DREAKER GATE VALVE - GATE VALVE a ,ELBOW ELBOW } 12 NIPPLES NIPPLES s 9� aQ � ADEP � V.vt®N i1 -8P fill $ man NIPPLE . ;D I z ELBOW ELBOW !3 11 NIPPLE ' NIPPLE .m T10 O.C. PVC PLASTIC PIPE ADAPTOR TO MAIN SUPPLY LINE NOTE: I. INSTALL PER C.H.3 STD. PLAN 617 AND MANUFACTURERS RECOMMENDATIONS '2. FITTINGS AND NIPPLES SHALL 'BE BRASS ,\I;D SHALL BE SIZED r`ER ,J?PROVE) FL.aNs. 3. REDUCED PRESSURE TYPE ASSEMBLY SHALL DE NEPTUNE 575 OR('EEBCO 825 4� REAM ALL HANDLES AND DELIVER TO C 1 TY.ENd I NEER t)EPARTUE147 'OF PUOLIC WORKS C L OP PkVENTION — APPROVED: CITY O HUNTINGTOR BEACH - CALIFORNIA REV � �3' �TAlvQA D LAM ; od® , 1 e r , u OU I,, � CEE C0UDi.ERS SMALL BE .� fD " a! SET` 9" ABOVE F I N I SHED GRADE AND 611 FROM EDGE OF CURES AND, SIDEWALKS OR HEADERS. FINISHED GRADE e� THREADED STREET ELL' 900 ELL �1 3}I NIPPLE THREADED STREET ELL { L 1 , 4 19dMINE P.V.C. PIPE'' ® MAINLINE P..V.C. F17—ING NOTE- I° ALL,,NIPPLES AND FITTINGS SHALL BE BRASS. AND SIZE^- ,lE^ APPROVED PLA';S. ' G '. USE TEFLON TAPE ON ALL MALE PIPE THREADS. . $. QUICK, COUPLER SHALL HAIVE'YELLOW VINYL LOCKABLE PROTECTIVE COVER. t Prn a?PR(.VED PLANS 0.1 o�ZPA IITMENT OF PUBLIC WORlIts 0_ulcK:!!rnqgLSSE ' APPROVED ITY f JUNJTIN ON BEACH �`g ,filar r i '�•-fta% a& 47C. ®Q C IFORNIA REitMA� 1� 1A STANDARD AN i It 2" FOR GROUND CODER VALVE SOX OR SHRUB AREAS AND 104 FOR TURF AREAS= J UTOMATft CbAfROL VALVE* j7 + WME CONNECTIONS* Ali P.V.C. 'LATERAL LINE I R.V.C, SCHEDULE 80 . R R. P.V.C. SCHEDULE So MALE, ADAPTERS MALE PLUG 1 , 210 X 46, RWD BLOCK TYPICAL a P.`J.C. MAIN L jN5E 0. 0 8 �� c Dip c PEA GRAVEL PER APPROVED PUBLIC WORKS PLANS *' * USE TEF'LON 'TAPE ON ALL MALE PIPE THREADS A_ �{ gg DEPARTMENT OF PUBLIC 'WORKS E E C® b VALVE CITY F ��iHTtN��0�1 BEACH APPR®""® to P'A OF RuaUC awARKs AT a J 1 j TI 'ppiea - - .evom trlC, UM!W 111111161.911 MM r - s ie'Agm Mao s �p e • • Ir 1611.!M PCr e WTPkd U. ° °• 0 a 1 le OIL 000-po TB9ST. Os • s ���p� au a) ° s •. SIP - • *4 •. •. ` ° : • •° e • . '� u .. a �!• �• � `le. `V. 5410 IWFftT LAlit •• ;°•�, 1 a •° 8 i c ;� v C117"AiIT OIL* _ ' • ' - MIAl.11MY•/OtR[T IIKLASLSTIOM... Olio �1 ' 1 ;1INUAMsfam au �$)« PA.R. 3JIRAAL LINE j °° ! P.tl.l.'BATERRI LIME" 1, . 6B9TIIOC IAL IITSTALLAYI®li a � :9PER`dIPR�VE®PiaallS � 3�. OM-9 Mid W64M1 im a ALL,mw"' 4NItM9 , UGLOAKS NIC,W TYPE UTT OF NUNTI 0N BEACH ��� .����� �aiRsCAL FORINIA � i �� - e - •7�'atP.111g1QP �®• �e7�V Oleo .- . 1. MISIIED GR Ail DEG INSERT gleALE N.P.T. I NSERT EL .. PVC LATERAL LIME PVC LATERAL LIME I:ITTI-G ; o - POPe P SPRAY HEW WICK WALL POLYETHYLENE PIPE BARBED INSERT x }1t TH�tEADED STREET•tLL E MALEW.F.T. INSERT ELL 1J PEW APPROVE® PW HEAD ASSEMBLY-TYPE B MWEMCWPUSLIC WORK CIT OF U Ti�CT U BEACN I� w R T Q R Nl.al9C Immmor „0 , �� '�� REVISION DATE: AYA040010 �.A 1 r y _ i VALVE Box* (I GATE VALVti T->+1 N I SH GRADE 2®i_FOR GROUND COVES � OR SHRUBS--AND I" FOR TURF AREAS P.V`.C. MALE ADAPTER £ TENSION-LENGTH AS REQUIRED - MAINLINE PIPING N TO POINT OF CONNECTION 288 � 4" as 811 LONG `REDW090 BLOCK TYPICAL /' PEA GRAVEL e PER APPROVED PUBLIC WORKS PLANS USE ,,TEFLON TAPE ON ILL MALE THREADS - E A ENT OF-PUBLIC *ORKS GATE I APPROVED: a p � a��` CJTr F K NT!N GTQN BEACH � `�/ a �a vaa a ec fwt�q �y s� G r WINO'9 _. ffi s73/�D�4! �.rOsAIT CALIFORNIA / �J f•A `M1 r • o0 Qft Ar p ; F4YER5 METER PEDESTAL METERMEUG-I-M285 SECTION120/240 VAC 1E SW i 100 AMP a MW PHOTOELECTRIC RECEPTACLE PER JOB —PLYWOOD' MOUNT I NG BOARD W/TILT E@C®Eo ABLE BRACKET ENTRY 94CTION " GROUND ROD I RR I `f ION CONTROLLER PER JOB BRANCH CIRCUIT r. _® o m, -- i EO GRADE IOP, SURFACE 1N`TRY ECTION ® ►a PAD MOUNT SLEEVE ® .3 ON ALI, ;IDES ®t o A ®� •,' --�--- FOUNDATION s � �•�sue. s® ®® �a®�a.o.w ®� 2} Ce0• PVC SCH.80-241,EELOW . �°•'� GRADE WMANUFACTURED SWEEP ELLS PER S+E s STUB-OUT-REG. W/ A, ly®TESL MIN. 3 BEYOND FOUNDATION 1 ffl eci ritaal contractor shall furnish and install pedestal as shown. 2. Electrical contractor shall provide concrete foundation (280 PSI 28 days) as aand °zp and per req of Myers Co. Contractor shall verify laxact size of ibundatlon W(Wi w/Hyers, prior to rough-in 3. Moter, pedestal shall he securely _anchored; to co+n.c. foundation per Ayers recommendations. 4. Provide aain. 1"dia.driven ground rod with approved ground clamp to as min. depth of 8' below ground surface per art. 250.83 of 1935 ,-L.C. and Install per C.N-0. Building' lnspection llequl rement�3. 5. Pedestal shall leave a minimum clearance of 361e from access d®ors or , Panels to alnv f l axed o f SE ICI- ENCLOSU 1T t°ATI CTO 1,8 a , ,, W049e ,etc;, ®IC1�� tr# 1 _l tLOPE LINE_0,�y P � � ®*GO R .� SAC KF 1 LL � �,• � s d �. (2�3TSALL .ice '4 • ••a• " CCKPACTED.BgK fLL �•p fc��� a^.�• P.`bo�le. �a.••e 5, ; PLANTHOL '�a fit`�® 0 9 s C p ®� " �� i 6+ by ��p BALL SACKF 1 LLI� , 0 `4r a a CKFILi PER C•P°•S. LANDSCAPE SPECDFOCA"'ONS BEACHWe wo"s Ap aoff-lop 1®L1e wC�S �Lah a "OF 9� 4R��_ REV � �ISM NO. Y v 7' ENGINBERING SERVICES AGREEM M BETWEEN THE CITY OF F1MINGTON. BED AND' RMG'ENGINEERIL"i'G INC. FOR DESIGN OF PARKING LOT AND BOAT BOARDING FA ILITY IN HUNTINGTON HARBOUR THIS AGREEMENT is made and entered into on this �+' day of 1985, by and between the CITY OF HUNTINGTON BE ,,Cbl, a municipal corporation of theState of California, hereinafter referred to as "CITY, " and RMG ENGINEERING# INC., a California corporation, 'hereinafter referred to as .,/drip,}���q ,{q 11 CONTRACTOR•;IY WHEREAS, CITY desires, to engage the services of an engineer to design and provide plans and specifications for a parking lot and boat boarding facility in the Huntington Harbour Channel adjacent to Warner Avenue, in the City of Huntington Beach, California.-and, CONTRACTOR has been selecteq"and is to perform said services, NOW' , (VHERHFORE it is agreed:,by CITY and CONTRACTOR as follows ,. ., 1. WORK STATEMENT CONTRACTOR shall provide all engineering services as described in the Request for Proposal and.Statement of Qualifications (hereinafter referred to as Exhibit "A"), -which is incorporated into this Agreement by this reference. Said services . // shall sometimes hereinafter be referred to as "PROJECT."� CONTRACTOR hereby designates JOHN K. 1NMRELL, who shall zepresent it and be its sole contact and agent° i`n all °consultations with CITY during the performance of this Agreement. 2. CITY STAFF ASSISTANCE i r� CITY shall assign a staff coordinator to work' directly with CONTRACTOR in the prosecution of this,Agreement. -... .. . 11 , c 3. TIME OF _PERFOR.MANCE tilt r 4 Time is of the essence of this Agreement. The services .` of the CONTRACTOR are to commence as soon as practicable after the execution of .this Agreement and all tasks specified in Exhibit "A shall be completed no later than six (6) months from the date of this Agreement.: These times may be -:xtended with the written., permission of the CITY. The time for performance of the tasks identified in Exhibit "A" are generally to be as shown in the Scope of Services on the Work Program/Project Schedule. This schedule may be amended to benefit the PROJECT if mutually agreed by the. CIT'Y and CONTRACTOR. 4. COMPENSATION In consideration of the performance of the engineering services described -in Section l above, CITY agrees to pay CONTRACT a fee of Twenty-Six Thousand, One-Hundred Dollars (62f,,1S)0.00) 5. EXTRA TIORK In the event of authorization, in writing by the CITY, of,changes from the work described in Exhibit "A", or for other written permission authorizing additional work not contemplated herein, additional compensation shall be allowed for such Extra 'fork, so long as the prior written approval of CITY is obtained. j 6 IETHOD OF PAYMENT A CONTRACTOR shall be entitled to progress pay- ments toward the fixed fee set forth in Section 4,herein in accordance with the, progress and payment schedules set forth 'in Exhibit A". B. Delivery of work product: A copy„of every ` technical memo and report prepared by CONTRACTOR shall be submitted to the CITY to demonstrate progress toward completion of tasks. In the event CITY 'rejects or has com- ments on any such product, CITY shall identify (2) k, 'fit 'f specific requirements fox satisfactory completiono Any such product which has not been formally accepted or rejected by CITY shall be deemed accepted. C. The CONTRACTOR shall submit to the CITY an invoice`£or each progress payment due. Such invoice shall: 1) Reference this Agreement, 2) Describe the services performed; ri 3) Show the total amount of the payment due; 4) Include a certifica-ion-by a principal member of the CONTRACIiPR'S firm t'ha•t the work has been performed in accor- dance with the provisions of this Agreement: and, ,t 5) For all p�,`ments ii lude an estimate of ' the percentage of work computed. , Upon submission of any such invoice, if CITY is satisfied..that CONTRACTOR is "king satisfactory progress toward completion of tasks: in.,accordance with this Agreement, CITY shall promptly approve the invoice, in which event payment shall be made withint,thirty (30) days'. of receipt of the invoice by CITY. Such , :. approval shall not be unreasonably withheld. If the _CITY does not. , approve an invoice, CITY, shall notify CONTRACTOR in writing of">)the reasons for non-approval, within seven`Q7) calendar days of receipt of the invoice, and the schedule of performance sett forth }' in Exhibit "A" shall b jruspended until the parties agree that 1 past .performance lyy r�ONTRACTOR is in, or has been brought into com-fiance, or until thin Agreement is terminated pursuant to ' . V ti� Section 12 hereof. D. Ariy billings for extra work or additional services,authorixed 'by the CITY shale: be invoiFed separately to the CITY. Such invoice (3) rr. shall contain all of the information required under paragraph 6C, and in addition shall list the hours expended and hourly,rate charged for such time.: Such"invoices shall be approved by CITY if the work performed is in accordance with the extra work or additional services requested, and if CITY is satisfied that the statement of hours worked and costs incurred 'L is accurate. Such approval shall not be unreasonably withheld. Any dispute between the parties concerning payment of such an invoice shall be treated as separate and apart from the ongoing performance ^;f the remainder of this Agreement. 7. D'ISPOSITION OF PLANS, ESTIMATES AND OTHER DOCUMENTS Cz CONTRACTOR'agrees that all materials prepared here- under, including all original drawings, designs, reports, both field and_office notes, calculations, maps and other documents, Shall be turned over to CITY upon termination of this Agreement or upon; 'PROJECT ,completion, whichever shall occur first. In the event this Agreement is terminated, said materials may be used by CITY in the completion of PROJECT or as it otherwise sees fit. Title to,,said materials shall pass to the-CITY upon payment of fees determined to be earned by CONTRACTOR to the point of termi- nation or eompl�t,iun of the PROJECT, whichever is applicable. CONTRACTOR shall be entitled to r, tan copies of all data prepared Wtreufider S. INDEMNIFICATION, DEFENSE, HOLD HARMLESS CONTRACTOR hereby agrees to defend, indemnify and hold harml"'a CITY, its officers, agents and employees, from and against any and all: liability, damages, costs, losses, claims and expenses, however caused, resulting directly or indirectly from or connected with CONTRACTOR'S negligent acts, willful misconduct or negligent performance of this Agreement .fincluding, but not limited (4) �t r all Nit to such liability, costs, damage, less, claim, 'or expertise arising o from -the death or injury to an agent or employee of CONTRACTOR, subcontractf;�'r, if any, or CITY, or damage to the property of CONTRACTORI; ;subcontractor, if any, or CITY, or the property of any r< agent or employee of CONTRACTOR, subcontractor, if any, or CITY) , regardless of the passive or active negligence of CITY, except where such liability, damages, costs, losses, claims or expenses are caused by the sole negligence or willful misconduct of` CITY or any of its agents or employees including negligent omissions or commissions of CITY, its agents or employees, in connection with the general supervision or direction of the work to be performed here`under 9. WORKERS' COMPENSATION CONTRACTOR shall comply with all of the provisions of the Workers' Compensation Insurance and Safety Acts of the State of California, the applicable provisions of Division 4 and 5 of the Califoihia Labor Code and all amendments thereto; and. all similar state or federal acts or laws applicable; and shall indem nify, 'defend and hold harmless CITY from and against all claims, demands,< payments, suits, actions, proceedings and judgments `of J�.,every nature and description, including attorney's fees and costs f presented, brought or recovered against CITY, for or on account of any liability under any of said acts which may be incurred by reason of any work to be performed by CONTRACTOR under this Agreement. 10. INSURANCE In addi ;ionl-to the Workers' Compensation Insurance and CONTRACTOR'S covenant to indemnify CITY, CONTRACTOR shall obtain and furnish to CITY the, following insurance policies covering the PROJECTt A. General Liability Insurance. "011cy of general public liability insuralnce, including 2� motor vehicle coverage. Said policy shall indemnify CONTRACTOR, its officers, agents and .J„ ( 1 employees, while acting within the scope of their cmtjes, against('' any and ail claims of r' arising o %t of or in connection with the PROJECT, and €hall, provide coverage in not less than the following amount: combined single _ . limit bodily injury or property damage of $300,000 per occurrence. Said policy shall name CITY, its officers and employees as Additiona\Jlnsureds�and shall specifically provide that any other insurance coverage which may be applicable to the ,PROJECT shall be deemed excess,coverage and that CONTRACTOR'S insurance shall be primary:. B. Errors and Omissions Insurance. CONTRACTOR shall acquire anerrars and omissions insurance policy covering' tine worts performed by it he under. Said policy shall provide coverage for CONTRACTOR'S errors and omissions in an amount; of not less than $250,000. Certificates of Insurance for said policies shall be approved in writing by the City Attorney prio to the commencement of any worts hereunder. All Ceit ificates of Insurance (and the policies of insurance or endorsements thereof) shall provide that .an, such Cert ficates and policies shall not be cancelled or modified- without thirty (30) days' prior written notice to �CTTY. 11. INDEPENDENT c dTRACT012 \ \ CONTRACTOR is, and shall be, actinq-..at all times in the performance,-of this Agreement as an independent contractor. v CONTRACTOR shall secure at its expense, and be responsible for any and all payments of all taxes, social. security, state disability insurance compensation, unemployment compensation and other pay- roll deductions for CONTRACTOR and its officers, agents and employees and all business licenses, if any, in connection with the services o be performed hereunder. I, 12. TERMINATION OF AGREEMENT All work required hereunder shall be performed in a good and workmanlike manner. CITY may terminate CONTRACTOR'S services hereunder at any time with or without cause, and whether r -not PROTECt. is fully complete. Any termination of this Agree- r-ment ;bar CITY shall be ,Wade in writing through the City Engineer, notice of which shall be de` vered to CONTRACTOR as provided in ^,ection. 16 Herein.: 13. ASSIGNMENT AND SUBCONTRACTING This Agreement is a personal oeY\vice contract and the supervi:scry work hereunder shall not be delegated by CONTRACTOR to any other person or entity without the consjent of CITY. U 14. COPYRIGHTS/PATENTS CONTRACTOR shall.. not apply for a patent or copyright on any item or 'material-oroduced as a -result ,of this Agreement, as seat forth In 41 CA 15. CITY F:MPI,O`1BES AND OFFICIALS_ -� CONTRACTOR shall employ Ao CITY .offieial nor any regular CITY employee in the work: performed pursuant tgfLthis Agreement. In accordance with California Government Co a Sections" 1090 et seq.; but subject to the exceptions therein set forth, no CITY official or employee shall be financially intex'2'8tad' in nor derive anyy<linaneial benefit, either direc*Jly or i4t c'eMtI y, ,from this Agreement. 16. NOTICES' Any 'noticeo or special ins,+:ructions, ilea% irsd ,ta is given in �i''Titing under this Agreement shall—be giii en either, >� personal delivery to CONTRACTOR'S agent (as designated in Section l hereinatove) or to CITY'S Director of Public Works, ;ar the situation shall warrant, or' by^ enclosing the same in a setZ&a envelope, postage prepaid, and depositing the, same ,in the States Postal Services, addressed as follows: {7)1) r� L tl TO CITY:, TO CONTRACTOR: Mr.-,Paul Cook Mr. John K. Mandrel, President Director of Public T�Tork"sr RMG Engineering, Inc. City of Huntington Beach 17951-A Cowan 2000 Main Street Irvine, California 92714 Huntitss��n each, CA 92648 17.==ENTIRETY The foregoing, and Exhibit "A" attached hereto, set forth the entire Agreement between the parties. IN WITNESS WHEREOF, the parties hereto have caused this � Agreement 1;,p be exequt=ed by and through their authorized ,officers the day, month andy>ar first above written. CONTRACTOR: 943 Eng neer:h1g, inc. CITY OF HUNTINGTON BEACH, a a CaUformt-i corporation A municipal corporation lie ohn K4, Mandre 1, Presiden Jos h Hartge, ice-President ,,�,' may' 0 - AEuT: APPROVED AS TO F City 'Clerk C' y,llttor e REVIEWED AND APPROVED: INITIATED AND APPROVED: 10&'A'�� City Administrator Di ector of �g�4 0936E (8) ! - Z. r�.�pyqgy J� 'TIN ' August , 1•�' "" 21�Cl;MAINa�°R1Ei`- ` CdALtFIaRNIAg264l3 , �t 9 19ti5 , Paul E. Coov, ° Public Works Department Dir'ectbr (714) 536.5431 Mr:' John°K mandrelY Mn Engit eering, Into 17951dA, :Xr'v:ne sA 92714 c :. Subject: Request for Proposal; Parking Lot and Boat Docking Facility; � - r,` CC-691, Gentlemen: The City of Huntington reach is requesting proposals from qualified Civil Engineering flrmsa for tthe,preps"ration of preliminary Plans and working drawings for the construction „a; cif a parking lot and Moat boarding-facility in the Huntington Harbour Channel adjacent to thy: Warner Avenue Bridge(see attached Location Map). Trhe-proposed project, funded,;through a grant from the California,Department cf Boating and Waterways, shall include a paved parking lot{capable of accommodating aabout,70 vehicles with trailers and;.5 single vehicles),shore slope prote^tior4 boarding floats adjacent to the parking lot and efredging to allow access to the bearding floats at all tidal i,wels(see attached Conceptual Plan). In addition, there will be area lighting, landscaping and irrigation, minimal restraom facilities with appropriate utilities will a?ao be provided. i �( Prel"iminary cost estimates for these improvements are,as`r'ollows: Improvement Item Este °: Cost Parking Lot �.; = $90,000 Slope Protection $ 50,000 Boarding Floats $ 35 000 Dredging $100,000 Lighting $ 15,000 7LLzmd9cepe/1rr1gation $124,000 kestroom No Estimate The scope of the work, for which proposals are being sought, include the following tasks: 1. Perform and/or provide all necessary testing, field investigations and survey ,_as,' may be requkmd. 2. O epare.all plans, specifications and estimates satisfactory to the City of ` Huntingtw?n seactt and,State of California, Department of,Boating and waterways. t a ` Request for Proposal P riciixj Lot and Boat Docking:Facility ,4`c�gust 9 1985, J Page 2° V 3. Prapare all required documentation necessary to obtain permits from the State Coastal Commission, State Fish and Game, Fish and Wildlife, Coast Guard, " Coastial Conservancy,'State Lands Commission, Army Corps of Engineers and any other permitting agency. 4. ',�"= Process permit application and obtain all necessary permits to allow construction of the project. City will pay permit fees. 5. Attenling periodic meetings with City staff during the'preparation of prelimsnery plans and working drawings 6. Based on an spproval of the preliminary plans and cost estimates, the engineer shall prepare and provide,at his expense, 40 sets of the: a. Final working drawings, bV Contract documents/sp6rifications _ y. Provide support diking bid advertisement and construction including. a. Interpretation of plans and.specifications; b. Review of allshop drawings; _ ; �. r Review of and snake rec:omrnentiationa on chance orders.; d. Attend weekly meetings at ilia job s a during construction. 6. Provide one acceptableset of reproducible",es-built" mylar drawings. (Note: If1�6" of the contract amount will- be withheld until the "as-buiPt" are submitted and approved.] 9. FURNISH$300,000 OF I Rt,,:ORS AND OMISSION INSURANCE AND ALL OTHER INSURANCES ES AS NOTED'IN ATTACHED SAMPLE CONSULTANT CONTRACT,(E?C1 IT."e% The advertising for bids and awarding of a contract for this project willobe administered by City staff., In addition, Cit- ,apersonnel will control coat act administration and perform.the required construction inspections: L Proposals„for this project arp to be submitteed to my attention by August 30, 1985 with the notation"Parking Lot/boat Docking Facility'' on the envelope. Each proposal should include the4ollowing informations 4 A list�of similar projects. Z. A statement of your understanding of the scope of work and the,steps necessary to complete We project. s CSkk- F iG ✓ Requeat fai lPrQr.,asal i Parkir�L wtd boat Pocking ac�lityi ' _ i� u uS g,= i r5 f °-jr 1►.st O personnel, including the proposed project manager, ►vho`wi), be assigned to wark,on th,is"project`'and a brief resuriie'for each. Jncluce,any subcoi ultants wha m6y *work on)this proiect. ` 4.. e�k.ba°ief outline of hour ynur�i•opose�io handle'this project,:if awarded to yc�u firm, and a time-line for completing the Nroject. Y izurfee ba�d;,on a ts}�u`rty(rate or percentage,or"6e final cost,estimat A� ,r =" c, rngximum riot-f',-i-exceed feP €::..ruld also bi'specif[ad. S 3 After the ke6alpt of proppo�ala;`ppplrcantC wit. be screened relevant, to: �T le i3 rnor 6trate`d t:x riencE in dE ;gn of simile �pjects. �erppnstrated,ex erienc:e in o l in for- and obtainin necessary permit, P PP Y� 9 g Y.P tC fsinsuct the project. $i�. FAi~Pr�vi�oh to be uac>d as outla�n�id�p the proposal. I - `[i, ' ,ility to complete the p vj.. in a ti +ely ary ��?istent spanner. 'r r ,;ertain consuitants may be_interviewed prior, to the`4inal s� ection. Enclosed for ISo uriformatiorp is a copy of rho;�C-it 'It standard°CertificAte of Insurance`form (Exhibit �11all): Tbis forrdi and the sample Cdhzultant Contract are for your case in developing a r�Jpsa1� `S4ioulc! ou have an uestec+r -sic concerns re "ardin this ro act lease " + Y Y-Q , 4 g. project,., P ;onti�44ithec iri��self or C7onoole of tl,.r office at (714)'536-5431< o -Very truly your : ;; t r �( Les Evans wr 1 s City Er�4ineer Locdtjon,[rEap wlEttloncF tual Pla. �,Wf? SWmpie uorj,ultant Contract 11 Exhibit nB1,'-Co.tif'ie R -cf^Inpkance Form _ c� v . j v _. i �r r CITY "'PIF HUNTRIN TOM BEACH INTEk'-D5PARTMENT'COMMUN:CATi ION PRUNGfON From To CHARLES. W. THOMPSON ROBER T J. FRANZ, Chief f, City Administratof"--,, Administrative- Services 0 Subject 1pROPRI,ATION FOR PROFESSIONAL Date NOVEMBER 8,'1'9'85 aERVICES ASSOCIATED WI �I KJ' bNGTON HARBOUR CI-zr NEL 1`86-12 As requi-red under the authority of Resolution 4832, a Fiscal Impact Statement has been prepared and submitted rplatik qe to the. Ci ,y'S successful>application to the California Department of Boating and Waterways for purposes of preparing plans,;,specifications and oost i�estimates zfor the construct ion�Vf _a parking lot and 'boat boarding facility in the J. Huntington Harbour channel. The requested grant funds total $27,600 'An affirmative response by the City Council would )I reduce the balance of the CitvIs,General Fund to $2,7)4,114prior to the reimbursement of J these funds from the aforemeiitioned source. t s_ BE , Chien Administrat've Services Dep tment RJFaskd .-i JZ 1 1782`1 : �NO 7 efIr 69 c O r ` 4 ` c - I) T FISC,7�� IMPACT STATEMENT f` BOATING FACILITY P 1. Bud eg � Status TYe project was unbudgeted ,pending receipt of, grant funds from Cal Boating.' However, $27,600.00 willinave tQ be advanced from the General Fund inorder'to encumber" a purchase order for the - r projects design. 2 Total iCosts' SAS 1Direct: $27,600.OU will be advanced from"the general Fund ' ,f s? and reimbursed when the gr6ht funds are received. f B Indirect. ',,Loss `'of earning"'on thgse' funds. 3 3. n:g Source a A.- Fuhds� General funds 'gin deposit in count Assf1 furd for transfer into „an account to be es4 abl3 shed. d- B.: -,Revenues Sources.,;,, General Funds- C. Alternative Funding Sources: Funds to be reimbursed by State grant. - D.�"''Eistory: General funds have been "loaned`- for this purpose in,Le past: �• 61 t� t" • l .i' 2, _ ��q'�Il r1,U6:s7 IJFf to - .. rr l i� c{ J I " ISSUE DATE(MMIL'0/YY) 10-25-85 '5'RODU THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION ONLY AND CONFERS NO RIOHTS`UPCN THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND, R. D. CROWELL INSURANCE AGE1"C&s1 EXTEND nR AI TCR THS COVERAGE AFFORDED BY YHE POLICIES BELOW. 3151 Aires?.y Avenue B3 `Costa Mesa,dailtornia 92626 -OMPANIES AFFORDING COVERAGE (714)557.523 a COMPANY A LETTER TJe,ignV.Professionals Ins. COMPANY INSUREDLETTER COMPANY c LETTER �._ � 19961~A Co*aarf:f COMPANY TU'Vine, CA 92714 LETTER COMPANY LETTER A , I THIS IS TO CERTIFY THAT PGLICiES OF INSURANCE LISTED-BELOW HAVE BEEN IGSUEDTOTHC INSURED NAMED ABOVE FOR THE POLICY PER(ODIPlDiCATEQ NOTWIThSTANDiNG ANY R_GUiREMENT,TERM OR CONTATION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MA'r' BE ISSUED OR,MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DHSCRIGED HEREIN IS SUBJECT TO ALL THE TER61S,EXCLUSIONS,AND CONDI- TIONS OF SUCH POLICIES. CO F --.POUCY EFFECTIVE POLICY EXPIRATION LIAS?'!ITY LIMITS IN THOUSANDS TYPE O. INSt_ANCE POLICY NUMBER DATE I4ti UDOtYY) DATE(MMlW Yy) 'EACH AGGREGATE " OCCURRENCE 4EKERAL LIABILITY BODILY COMPREHENSIVE FOf M INJURY $ $ PREWSESFOPERATIONS 'PROP8iP7-f UNDERGROUND EXPLOSION&COLLAPSE HAZARD DAMAGE $ $ PROD,qCTSICOMPLETED OPERATION:i i CONTRACTUAL BI&PDCOMBINED $ $ INDEPENDENT CONTRACTORS BROAD FORM PROPERTY.DAMAGE „ PERSONAL INJURY PERSONAL INJURY $ VPR VED AS TO AUTOMOBILE LIABILITY JAIL MUTTON earLr ' IM illy ANY AUTO ' ... �i ty' Attorney IAA PERSO ti $ ) ALL O'NNED AUTOS(PP- ,j.PASS' MY 1 ALL OWNED AUTOS OTHER THA NrIRy PRIV.PASS:/— ' HIRED AUTOS PR0 TY No OSNNED AUTOS Der uty City Alt Q�disy DAMAG $ GARAGE LIABILITY - c.OMBINED 0 EXCESS LIABILITY UMBRELLA FORM I 16I- OMBINE C D $ $ OTHEI,THAN UMBRELLA F_RM WORKERS"COMPENS 1TION STATUTORY I AND $ (EACH ACCIDENT) i Ei1pLOYE RS'LIABTUTY %+ $ IOISEASE•POLICY}.'Mir) $ tPISEASE-EACH EMNOYEE) OOHEA" $1,0.00, each claim 8 A'PROFESSIONAL LIABILIT PL 620 319 ' 19=13-85 I10-13-86 a egate/$10, deduct'' DESCRIPTION OF OFERAT)ONS/LOCATIONSIVEHICLESISPECIAL ITEMS "Por Professional Liability coverage, the a gregate limit is the totai):Lnsurance available €or claims presented within. the`policy period for all operations of,tc e insured." City Of Huntington Beach SHOULD ANY OF TAE ABOVE DESCRIBEST'POLICIES BE CANCELLED BEFORE%TH ��X- '�.,.,,,,� PdRAT10N DATE THEREOF, THE ISSUING COM-ANY WILL ENDEAVOR 7:0 I nn e, & .Bell. Office MAP. 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO TH{ P.O a BOX 190 LEFT,BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIAINOW, OF ANY KIND UPON THE COMPA V,ITS AGENTS OR REPP.ES NT kTIVES. Huntington Beach, CA 92648 AUTH0913ED REPRESENTATIVE � Joy Worthington All k, f-0QRNT0 d b n CEEpTIFiCAT1a F 1111S11RAN E' Appw'edast®Forms o::ily,*4 I(yntig4on'Beacb o fPO : Gall Hutton,City Attorney �A nu �&;. fl::it,d)iCcc CiTY OF 19UNTINGTON BEACH,CALIFOR.NiAA t .0,Oo%196 Irintiligui i fivach,C;A°i92W A MUNICIPAL CORPORATION This Is to certify 0"at the policies of insurame as�*scribtd below have been Issued to,the insured Ivy the undersigned and are in iiorce` y !io at this time. it thew [ra policies are ccencellod or cnio ed In such t mannor that will affaci this c®r.dfirmte,the insurance company Frees to give 10 days prior weritten'rltatice,by**sail,to City of HantingtaWaeach,�7.O.Box,711.Huntington Beach,California'BZ648.'4L ITEM .MUST,BE COMPLETED, ANYDELETMON OR CHANGE IN THIS FORM STALL 'BE SIGNED AND DATED 13Y 6aioi AUTHORIZEI0,REPRESENTATiVE OF THE INSURANCE COMPAf�f'AND MUST BE APPROVED IN WRITING BY THE CITY' '« ATTORNEY. it RMGEngineering` Narnea`s"ieiiured'� .. MQ 17961 A Cowan, Ir,ine~ CA' k714 -' "-.-.�-=�.--- - Locatian of Work or Operations to be performed —� Daa p ription of Work,or Operations LIMITS OF LIABILITY NAME OF COMP'lXY-t7i POLiCI"€ !Ai FORCE- POLICY NO. Effective Expiration !n Thaur+rodt(rit�D)" ONS.) 'GENERAL LIABILITY-- LKI 'CbWP'iEkNSIdEFORM PL620379, 10-13-85 10-13-85 l( 1;000 —CSL Design Piofessiona?s 1)0 PREMISES—OPERATIONS � �� EacfiC:ccuraeirA��- � Ins.. Co. [XI -.i=7dPLOSIQ!N AND COLLAPSE HAZARD' > ' = r, (XI 'AiNDERGROUNLi HAZARD 1x) PFi06 JCTS COMPLETED OPERATIONS HAZARD Y Iyl t:0$dTRFiOTUAL ,•1 INSURANCE_- Y [ ®ROAD FORM j E, PROPERTY,DAMAGE [`RI *'INDEPENDENT -1 c_CON'i'R'.`,&ORS PERSONAL INJURY "AUTOMOBILE LIABILITY i 1 COMPFIEHENSIV1E FORA n j S CSL [ 1 'O{M1(NEi }� EmhOccurance [ I - FIRED t i 1 NON-OWNED f' r EXCES.StIABILITY <. o f UMBRELLA FORM' �tl $ OT14ER THAN r i UMBRELLA FORM_ WORKERC'COMPENSATION `r and E11 MOVERS'LiA90TY P ' Ad(1i nsu ed Tpdorsomiht, Th 'insi. er agrees that the City of i 1untinegton 'Beach and its City Council,and/or all City Cour„il iFpointed"groups,cornmhtee5, ecrnrnissions,boards and.any c ihar CrtY'Counc;l appointed isod"gg�`and/or"elcctdyd and anpo?nUve �fficers,servants or employees of the.` ' City of-Huntingt� .'Beach J'.�i`?f�acting as si,�Fl-are addhiona!insureds hereunder,far this acts otf the insured,and suctr"dnsurarn a sila{i be primary to any insure ce of Yhrf'City'df Hui tingtc»$each,as their t?terest may appear. 10,E-25-85 _ _ • A4'THORI ED? S1r. 1\(t 6F INSURANCE COhAPANV Design Profeionals Ins.`Co iFNStl AN�CtS COMPANY � ss 7-1 By �iwemo'=.—�.�...���� =A�drw J ; .�^oiaell . s.-Ate. ht P.O. Mawer DPFC ,. Ac?driwr L s tzy al l PiYw�r�Ave. #L=3."Costa Mesa; 9M^?6 an Frey, - ,, �Ily Y' - _ 7alaphona. 714—`;53-52s4f y �. ARM HOLD 'ENT f 4 ' o6citted by iniurod) 1he�016184�° ,agrees to proiact, mtlem Ify,save,and hold harmless the CitN of Fluntins)tor!'Qeacii its " r; officers, a�aa, and;employes agals:ss at:v Ile ljty,lt>,s,damage,I:ost,Qr expense by reason`ef any and all liability,suits,claims, �.ands,jutlglnents veld causlis of actin caused by insured,his employees,agents or sny subcontmater or by sny third par¢tr erl€ing a of or in conset;uatm of tr of all or env operatlons or activity for which this c6ri ficatt'ofAnsurance isturnished. • _ `6)Sale Proprietorship (2I GJa.rtnership" �31 car ati (4)Other tat HOW KARMLESS CONED: Sy Inau ad- f 'title (Ali roMes shot be printwl at typad boo*ei�l:'A'"tuiv.) ��y Inp�v \ i ith 4� f . �a $ Crxr A►stiott,7W:i�Offioera,liv'M 910,aspedcofaBtioisaton inn d Carporation. e 9 0 J k� I R . INCr &ir Engineers, Planners & Land Surveyors ^�1 n nn - "il rr aY 17961-A COWAN o IRVIMI OALIFORNI ":�714 o PHONE(714)8334.3°1?_�„ 85 J0'f� Nd. 185-01097,, a November T 19 � 0 r Ir,, ' Do3iald Noble 1t Ofi 'Huntngton Beach r Publir- W6r`ks Deparvneant 2000 Maa.n Street Huntsngton Beach CA. 92648 - �Re: ParngnLoti 'And Boat Boardirg Faci ity; CC-;693'� �' C Consultant Contract 4 Dear;Mr. Npbie. Cunfixting our lade phone conversation regarding the-,�s.aab j e`ct contract, RMG„ Dn4�in exing, Inc. understands Item 8, Page 1 . titled INU IIFIt"1TION,,, UEFEI SE, HOLD HARMtg:S states the., _ Coriioratia"n'i position. ,,, The Certificates of jnsura4 a relate to Item, 10 INSURANrE only. r c Very Iruly Yours, , RMG EIvGINBRLNGj INC. r l AkPROM:AS TO L1 0f' K. Mandrell :Pry dent 1' 'yAIL HUTTO V _ �4�� r City ttm 'n - �� Joseph Matt. � Vice :xed rent ' �a �s 51 � y R " `., 441u � r