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Home My WebLink AboutAGENDA REPORT 2022 0216 CCSA REG ITEM 09E Part 2Specification No. MPK 21-03 Federal Aid No. HSIPL-5436(018) Princeton Avenue Improvement Project Capital Improvement Project No. C0020 Appendix I: Construction Plans 726 1STREET IMPROVEMENT PLANPRINCETON AVENUE WIDENINGCITY OF MOORPARK PUBLIC WORKS DEPARTMENTTITLE SHEETPRINCETON AVENUEPUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION77HSIPL-543612/1/202121-ML-11098f ! ~ t LOCATION MAP DEMOLITION PLAN LEGEND -----G-----EXISTlNGGAS ....,., BACK FLOW PRE'<£NTER -----E-----EXISTING ELECTRICAL .,.,-6-eH FlREH'l'ORANT PROPOSED JOINT UTILITY t><Jow TRENCH (GAS & El.£C1R1C) ow WATER METER -----oHW-----EXISTlNGOVf.RIEAOWIRE 0 CM GAS METER -----w-----""' HOSE818 ---••---A8ANOOtEO WATER e1cv IRRIGATION CONTROL VM.Vf. ---•--------90-----0 "" EXISTING STMM DRAIN -.-"' -----c-----EXIST1NGCOWMUNICAT1ONS ,GUY GUY'fllRE EXISTING GUARDRAIL " EXIST CHAIN LINK FENCE EXISTINGOROPINLET RETAINING OR SCREEN WALL 544.8 X SPOT ELEVATION EDGECEPAVEMENT ~ MATCH EXISTING GROONO El.EVA TION SAWCUT LINE f2Z1/22Z1/ZJ PROPOSED CURB, GUTTER, SIDEWALK PROPOSED EDGE CE PA\'!NENT EXISTING MAJOR CONTOUR EXISTING MINOR CONTOOR EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY LOTI.IIIE CONCRETE PAVEMENT AC PAVEMENT TO BE REM0',£0 ,,;, MAIL80X OMARl<ERunuTY MARKER _., ~ WATERAIRVAC ABBREVIATIONS " ASPHALTCONCRElE 8C BEOIN CURVE =~G =~~&~new~ CURVE " CURBFACE WP ~r:~t ~AL PIPE CO<C Cc»ICRCTE ~:k ~~iTcTia. . OROPIIILET ic ~c~~ EUCAI.YPT\JS "' ENOVERTICAI.CURVE :-:' R:Nc:AOE " FINISHED SURFACE G8 GRAOEBREAK ~ ~~t~ATION ~ HOSE818 ~~i:,,oi!;} CONTROL VALVE INVERT e~;ir OHW OVERHEAOWIRE =~ :~~E~g ~~~ ~~ R.0.W, RIGHT or WAY ~ RIGHT OF WAY SE't!IER CLEAN OUT so ,_.,_ ~~H ~1:~AN~~ANHOLE ~ ~~r:: m. ""'"''" ~H [:~~~~HOLE r,p T'IPICAL ~: ~:~~NO WATER METER WATER VALVE CAL TRANS R/W --------------===IN=!c=E=xes,._=~!='.P==== ~ rIJJml'ROJECTUWITS UTILITY COMPANIES SHEET INDEX 'oOITURA COUNTY w.-.TERWORKS SHEET NO. DESCRIPTION OISTRICTNO.I :~sa;:~cCAROfl~O. BOX 2~ OEMOUTION ANO UTILITY RELOCATION PLANS SCOTT MECKSlROTH 7-13 ORAOINC OETAILS ANO PL.ANS (805) 378-3015 T'l'PICAI.STREETSECTIONSANOOETAILS SOUTHERN CAI..IFORNIA GAS CO. STRCETI ... RO..otENTPI..ANS 9400 OAKDALE AVENUE 21-24 STORM CRAIN PLANS CHATS'IIORTH, CA 91311 MARICRUZ OE I.A TORRE ,,_,. (818)701-2539 37-38 SICNINGANOSTRIPINGPL.ANS SOUTHERN CAI..IFORNIA EDISON CO. 39-'4 WATER IMPROVEMENT PLANS 3589 FOOTHIU ORIVE .,_,. EROSIONCONlROI.PI..ANS THOUSAND OAKS. CA 91361 ROD KING 51-SS TRAFTIC CONlROI. Pt.ANS (805) 290-7794 I.ANOSCAPINGPI..ANS CHARTER SPECTRUM STREET LIGHT IMPROVEMENT Pl.AN 2525KNOU.ORIVE VENT\JRA.CA9J003 MIROSI..AV 80RAK (805) 797-3280 DESIGN DESIGNATION CROWN CASTLE ~lE~,iiQTRUMORIVE AOT (2020): 15,000 IR...,NE, CA9:le18 f'EUX,..,GIL AOT (2040): 16,000 (562) 760-9386 OHV: 1,560 AT&:T CALIFORNIA 2250 WAAD AVE, RM 107 SIMI VALLEY, CA 93065 D, .,. JOOYRIEHL ASSUME 4:1;: (805) 422-4865 ESAL: 6,300,000 ""' v, 35 MPH CUMAlE REGION: INLAND VALLEY VICINITY MAP ~~:. ~ 22MOOO TWO WOflONl3 DAYS BEFORE YOU DtlJ BENCHMARK BENCHMARK: 37-19 1971 ElEVATION:532.283 VENlURA COUNTY BENCHMARK NO 37-19. IN THE CITY or MOORPARK, A BRASS CAPPED Ma.UMENT, SET l'LUSH IN Cc»ICRCTE OF CATCH BASIN ON EASTERLY SIOEOFSPRINGSlREET,60.o'NORTHERLYOF ~~~ f: 1=Jt'~~~J·Ei150~0 HIGH STREET (FORMERLY LOS ANGELES AVE.) BASIS Of' BEARINGS THEBASISOFBEARINGSFORTHISSURVEYISTHE CAI..IFORNIA COOROINAlE SYSTEM NA083 ZONE 5 (EPOCH 2007.0) AS DETERMINED LOCALLY BY A LINE BETWEEN CONTINUOUS GLOBAL POSITia.lNG STATIONS {CGPS) ANO/OR CONTINUOUS OPERATING RErERENCE STATIONS (CORS) MP'Ml a: TOST BEING SOUTH 35· 20' 10• EAST AS OERIVEO FROM GEOOCTlC VALUES PUBLISHED BY THE CAI..IFORNIA SPATIAL REFERENCE CENTER {CSRC) ANO/OR THENATIONALGEOOET1CSURVEY{NGS),RESPECTI'o£LY. ~ {~:::::::::::::::::::::::::::::::,-----,--,-----------===,,,..."'T"-----------,------r-----------------.-,-PE-C-.N-O-.--r---------------------,-----1~ -SHEET __ ~ () Stantec DESIGNED BY: ENGINEERING REVIEWED BY: ccs @ il--1-----------1---+-I--~ ~ . "--~ I --• o PROJECT NO. DRAWING NO. ~ 1-===-; DRAWN BY: ~ ,. 111Eml~Slrool Sanlollortau,Cl.93101 CHECKED IJ'I': CITY ENGN:ER/PUBUC WORKS DIRECTOR DATE Phonr. (805) 9153-11532 OERDIYSALTS QA~ 005 [)I.NIEL KIM PC 70701 PRO.ECTENGINEER APPROVED BY: EXPIRATIONDATE6-30-202J R.C.E. "'" DATI: R.C.E.l$04e8 (EXP. 8/YJ/22) 727 RELOCATION PLANPRINCETON AVENUESTA. 1+00.00 TO STA. 10+00.00DEMOLITION AND UTILITYPUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION77212/1/202121-ML-11098I .. ,, ~ ~"' 1'/ i I I I I I ij ~' \-~ -GRADINGUMITS 11~~1=j=~MIX IN½ () Stantec SA ENGINEERING REVIEWED '()A'\:...-, BY: :-1:::~~~ wa!KS DIRECTOR EXPIRATIONDATE6-J0-202J ENGINEERING PROJECT NO. f SCALE:1"•20' " 728 RELOCATION PLANPRINCETON AVENUESTA. 10+00.00 TO STA. 15+00.00DEMOLITION AND UTILITYPUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION77312/1/202121-ML-11098--2 ~ '\\ ~ J ) / • I ' '--=-------__ :--, r , DEMOLITION NOTES 0 PROlECT EXISTIMG Ull.JTY IN PLACE. @ PROlECT EXISTING STRUCT\JRE IN PLACE. @SAWCUTEXISTINGPA\'EMENTTOf"ULLD£P1H. @REMO'JEEXISTINGASl'HAt.TPA',O,tENTSECTIONTOF'\JLLDCPlH. @REMO'-£EXISTINGCONCR£TEPA'.£MENTSECT10N TO FLU.DEPTH. @ ~Jr'-::n~~TING CH.-.iN LINK FENCE AND ANY ATTACHED @REMO'JEEXIST1NGS1EEL/CONCRETE80l.LAROS. ® ~~~~~N;,._.i:=J~~DF~~~~E.OEU-.£R TO OTY ® =N~~M~ '"1::0CTATlON 'MTHIN PRCPOSED ® :,-c~:;~JOS~~:w~ir::Nc WAI.I. UNITS OOT OF 'tllORI( AREA ® :-~~JOM~~~l~~TE.MATERIALS BINS OUT OF 'NORK AREA ®=~~~~U-WAV:~~~-DOYIN QJYS \llllHIN @oasTINGWATERMETERT08ERELOCAlEDPERWATERPLANS. ® EXISTING BACKFLOW PRE',£NTER TO BE RELOCAlED PER WATER IUHS @ ~~TE =-NG D01',ff GUY 'MRE BEHIND PROPOSED CURB FACE @) ~~~~~1t~'isTER cc:~~G ~~ ~~;:~g~ON AS NEEDED ANO PW ENDS 'MTH SLURRY PER YCW'Ml SPECll'ICATIONS. @PROPOSED POIIIEA PC:U: LOCATION (APPROX) -st£ SCE PL.ANS. ® ABANDON EXISffiC e• MP PIP£ AND WATER SERVICES IN PLACE. REMO'JESEGMENTSCONFUCT1NGWITHt£WCONSTRUCT1CJ,1AS NEEDED ANO PLUG ENOS 'flllli SLURRY PER VCWV.O SPEOflCATI0NS. ! !~· i :: ,I /~ ~ ' J I SCAL.£:1·-20· .. .. . ~ %1-"'T"----------,--,--,--,,-----,-..... -,,.---------===,,.-"'T"---------------,-------r-----------------rS-PE-C-.N-◊-"T'"--------------------r---~~ i ---~ j; ENGINEERING OF --: I". "'"' PROJECT NO DRAWING NO. ~ "" DESCRIPTION R.C.E.APP'OOATE ----;i () Stantec DESIGNED BY ENGINEERING REVIEWED BY: GGS v?)A:-@ DRAWN BY; AF 111Eall'o1dorlaSlr..t, SanloBarbora,CA9J101 CHECKED BY; CITYENGINEER/PUBUCWCl!KSOIRECTOR ◊ATE Phon•: (805) 9&J-95J2 GERDIYSALTS OA~ oos CWIIRKIMPE70701 PROJECTENGINEER O:PIRATION~TE6-J0-202J R.C.E.804M (ExP.t./30/22) 729 RELOCATION PLANPRINCETON AVENUESTA. 15+00.00 TO STA. 25+00.00DEMOLITION AND UTILITYPUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION77412/1/202121-ML-11098' ~ ~ / / / / 1~~sslfi~10F"PRM~J.R~-.t. ~'/ / « 1 ,,. k,,-,-m@ 3-' ~ t; I @,.i:S:;;-J(~==t;c¥£~~i!2!£::~!iilii~w J-----~ " °7' 6 f .... DEMOLITION NOTES 0 PROlECT EXISTlMG Ull.JTY IN PLACE. @ PROlECT EXISTING STRUCT\JRE IN PLACE. @PROlECT EXISTlMG STORM DRAIN FACILITY IN Pl.ACE. @ PROlECT EXISTING TREE IN Pl.AOC @SAWCUTEXISTINGPA'v£MENTTOF"ULLD£P1H. @REMOIJEEXISTlNGAsPHALTPAl,O,IENTSECTIONTOF'\JLLOCPlH. @REMO'-£EXIST1NGCONCR£TEPA'.£MENTSECT10N TO FLU.DEPTH. @ ~Jr'-::n~~TlNG CHAIN LINK FENCE AND ANY ATTACHED @REMOIJEEXISTINGRETAl,-NG/SCREENWALLANOFOOTING. ® =.ilJE~~Tl~~ S==~ ... 'ci'JTl~t FAOUTY. SEE STORW @ ~~~T1~~1&>S,,~ ~~ ~ING RAISED @ REMOIJE EXISTING POWER POI.£ AND ANY O-.£RHEAD 'MRES. @REMOIJEEXISTINGSTEEL/CONCRETEBOU..AROS. @REMOIJEEXISTINGGUAAORAIL ® ~~~~~N; ... i1:=J~,.:0F~~~~ DEU\£R TO OTY ® =N~~M~ IJEOCTA110N 'MTHIN PRCPOSED @ = ~~~~u-WAV :~~~-DOYIN oovs 'MlHIN @EXISTINGFIREHYORANTTOBEREPLACEOPERWATERPL.ANS. @EXISTlNGW.-.TERWElERTOBEREI..OCATEDPERWATERPL.ANS • ® ~~~~SJINNTi ~~1iii ~rOf':ttY~O ~~r OF" PROPOSED IMPROIJEMENT'S. CONTRACTOR TO COORDINATE 'MTH PROPERTY O\W€R FOR FINAL LOCATION. @ ~~G AIR ANO VACUUM VALVE TO BE RELOCATED PER WATER @ ~~TE=-NG OO'M't GUY WIRE: BEHINO PROPOSED OJR8 FACE @ ~t~~~N~~~~:i~~~ =~TEr:~~,I"· @) ~~o~~t:~CC:~&tr:?G ~~~ ~~c:OH ~E~~~:i PLUG ENOS YIITH SLURRY PER VCVNO @ PROPOSED POYIER POLE LOCATION (APPROX) -SEE SCE PL.ANS. ® ~ATE WITH UTILITY O\IINER TO REMOVE EXISTING UTl.lTY ® :w~~J=J ~~C;~~:~ :wTER~~~~ ~LAOC NEEDEO ANO PLUG ENOS YIITH SLURRY PER VCVNO SPECIFICATIONS. 730 RELOCATION PLANPRINCETON AVENUESTA. 25+00.00 TO STA. 30+00.00DEMOLITION AND UTILITY5PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098i 19 !) ) \ "'0 .·. .. • •.. . ~t~-~~02466S<-i PROPi\ GRADINGUMI~ ----=-• QJ _J ___ --s::--.5-!JS: ....,;.:,,.;a.1====~::: =-~"! ~ ~ I ~ ~ I -"~=:;;:::.;.;; ~ ~ __ -,,-,,.,z:~ I ~ ~~~~~ ~ ~ :,,..:~"5';"12~1:z:7:~ ~ f ~ =_.,--::C..::.;;.;:.;;,::z~~~~~~~ ~ I s ~ --------I Al . --~ ---.....___ J lli'"l11i!t:, """ ,o, 1r.s11f2&·11 lu r I LJ (ZI q--\ DEMOLITION NOTES 0PROTECTEXISTINGUTIUTYINPLACE. @PROTECTEXISTINGS1RUC1UREINPLACE. 0 ~ro~,1ro REMOVE EXISllNG C<»ICRETE CURB, GUTTER, & @sA'#CUTEXISTINGPAVEMENTTOf\JLLDEPlH. @REMOVEEXISTINGASPHALTPAVEMENTSECTIONTOF\JLLOEPTH. @REMOVEEXISTINGCONCRETEPA-.£MENTSECTION TOF\JLLOEPTH. @REMOVE EXISTING CONCRETE CURB. @ ~~:n~:nNG CHAIN LINK FENCE AND ANY ATTACHED @REMOVE EXISTING RETAINING~ WALL AND FOOTING. @REMOVEEXISTINGPOlll(RPOLEANOANYO~H(AOWIRES. @ REMOVE EXISTING SlEEI./CONCRETE BOLLARDS. ® ~EM~~~!:rN~,tJ1f~JiJ~A:oF~~~~~E~U',£R TO CITY @ ~~N~:u~l,I~ VECETATION WITHIN PROPOSED ® ~~~i ~~f-~-1l!1 ... V :~sct~t 00\m GUYS WITHIN ®EXISTINGWATERMElERTOBCREI.OCATEDPERWATERPI.ANS. ® ~r:.-~iE~~NTi ~~~~~ ~rOP:t#1f~oo~~r Cf" PROPOSED IMPROI.OIENT'S. CONTRACTOR TO COORDINATE WITH PROPERTYO'flNERFORflNALLOCATIQII. @ ~~~TE ~~NG DO'MII GUY WIRE BEHINO PROPOSED CURB FACE @) ~~~~~ii~~~c:!~c"irJ>G ~~c~lw~~c1~ ASNEEOCOANOPLUGENOSWITHSLURRYPERVCW'lotl SPECIFICATIONS. @PROPOSEOPO'toERPOLELOCATION(APPROX)-SEESCEPLANS. @A8ANOONEXIS11NG8"ACPPIPEANDWATERSERVICESINPLACE. REMOVE SEGMENTS CONFUCTING Willi NEW CONSTRIJCTION AS NEEDEDANDPLUGENOSWITHSLURRYPERVCWYotlSPEClflCATIONS. ! -11\-!_: i :: ~ ' i SCALE: 1"•20' ;i l 40 60 ~ ~ (1-------------,-...---,,-----,--r---------...,,=.,-,,,.--.------------,------r-----------------.-S-PE-C-.N-◊-'T"--------------------r---,~ , ---~ !1----1-----------l--1---+---l OF __ ~ ~ ~~~NE~\RINg DRAWING NO. ~ •v~· "'"' ----~ ::> "" DESCRIPTION R.C.E. APP'D DATE ~ () Stantec DESIGNED BY ENGINEERING REVIEWED BY: GGS @ DRAWN BY; ~ AF 111Eall'o1dorlaSlr..t, SanloBarbora,CA93101 CHECKED BY; CITYENGINEER/PUBUCWCl!KSOIRECTOR OATE Phon•: (80S) 963-9532 GERDIYSALTS OA~ oos CWIIRKIMPE70701 PROJECTENGINEER O:PIRATION~TE6-J0-202J R.C.E.804M (ExP.8/30/22) 731 RELOCATION PLANPRINCETON AVENUESTA. 30+00.00 TO ENDDEMOLITION AND UTILITY6PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098() Stantec DRAWN BY; AF 111Eall'o1dorlaSlr..t, SanloBarbora,CA9J101 CHECKED BY; Phon•: (805) 9&J-95J2 GERDIYSALTS OA~ oos PROJECTENGINEER DESCRIPTION R.C.E.804M (ExP.t./30/22) ENGINEERING REVIEWED BY: @ '{)AtG CITYENGINEER/PUBUCWCl!KSOIRECTOR ~ CWIIRKIMPE70701 O:PIRATION~TE6-J0-202J SPEC. NO ENGINEERING PROJECT NO DEMOLITION NOTES 0 PROTECT EXISTING UTILITY IN PLACE. @PROTECTEXISTINGSTRUCT\JRCIN PLACE. @PROTECTEXISTINGRO.t.OIN PLACE. @SAwcuTANDREMOVEEXISffiGACOIKE. ® SAWCUT EXISTIMG PA\oEMENT TO FULL 0£PTH. @REMOVEEXISTINGASPHAl.TPA'-OIENTSECTIONTOFULLDEPTH. @ REMO\-£ EXISTING CONCRETE P ... -.£MENT SECTION TO FULL OEPTli. @REMOVE OOSTING RETAINING/SCREEN W"1.I. ANO FOOTING. ® ~~~r~gRs=~"":J::n~ f'AOUTY. SEE STORM @REMOVEEXISTINGSTEa/CONCfl:ETE80U.AROS. ® =~,.gi~i~.:m:cy~ ~ ~~sfD OEU-.£R TO CITY Cf" ® =N~~M~ VEGETATION YIITHIN PRCFOSED ® EXISTING WATER MElER TO BE RELOCATED PER WATER PLANS. @) ~~~ si~5~~ ~"~::J ~ ::wTER~r~&~M~ ~· NEEDEDANOPLUGENOSYIITHSWRRYPERVCWflOSPECIFICATIONS. 732 7GRADING DETAILS AND LEGENDPRINCETON AVENUEPUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098f ! ~ ~ t GRADING PLAN LEGEND -----G-----__ , __ -----E-----__ , __ -----OH----------w-----__ ,. __ """'°"""' EXISTINGEl.£ClRlCAI. PROPOSED ELECTRICAL EXISTINGO'-£RHEADWIRE ElOSTING w.-,TER ElOSTINGSTCRMDRAIN EXISTINGUNOERCROUNDTELEPHONE ElOSTING COMMUNIC>,TIONS EXISTCHAINUNKFENCE RETAINING OR SCREEN WALL GRAOC8REAK GRADED SWALE FLO'M.Jt£ CONCRETE WALL GUTTER Fl.0¥IUNE EXISTING MAJOR CONTOUR ElOSTING Ml<IOR CCl<ITOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSEDEASEMENT EXISTINGRIGHT--OF-W,\Y PROPOSED RIGHT-CF-W-'Y ACPAIIEMENT CONCRETE PA-.nlENT A INTERCEPTOR DRAIN/DOWN DRAIN END INTERSECTION C CD SCALE: 1"•·4' fJ REBAR AT 24" O.C. INTERCEPTOR DRAIN -TYPICAL SECTION HORZ: 1"•2' ~T: 1"•1' rJNISHGRAOE ON CUT SLOPE DOWN DRAIN -TYPICAL SECTION HORZ: 1"•2' ~T: 1"•1' CD INTERCEPTOR DRAIN/DOWN DRAIN LOW POINT INTERSECTION SCALE: 1"•·4' FLO'MJNEGRAOE MATOIES STREIT a.GRADE RET. WAU. PEA WALL Pl.ANANOPROFILE DOWN DRAIN/WALL GUTTER INTERSECTION .. 1. BENCH BACK ORAl.iS MAY BE REQUIRED AT lHE L ~~~~::~;::::;~I::: UNTIL£STA8USHEDPCRl.Atl'.)SCAPEANOIRRICATION """ SLOPE TERRACE DETAIL . ~ ft--r----------.--,--,--,,-----,---,--,,,.---------===:,--.---------------,-------.-----------------r,-,,-,-.,-o-.--r--------------------,-----1~ . ---~ f 0 • o, __ ~ I --• ~ PROJECT NO. DRAWING NO. ~ !-----B () Stantec DESIGNED BY: ENGINEERING REVIEWED BY: = v?)A:-@ DRAWN BY: ,. 111Eml~Slrool Sanlollortau,Cl.93101 CHECKEDIJ'I': CITY ENGN:ER/PUBUC WORKS DIRECTOR OATE Phonr. {805) SIISJ-11532 OERDIYSALTS QA~ 005 DI.NIEL KIW PC 70701 PRO.ECTENGINEER APPROVED BY: EXPIRATIONDATE6-J0-202J R.C.E. "'" m: R.C.E.eo4e& {EXP. 8/YJ/22) 733 GRADING SECTIONSPRINCETON AVENUE8PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098--17r"'F"'I . I I TERCEPTROR N "' ~I ~ •j--,.,....-£Xl_,jTING ""'""' ~~ \ \ I"'-. \ ~ WAU. GUTTE ,..,..) I ~~ PA~&T I MATO RE,'JNIIIG ..... "iA"-' '-.II f ,·~ p;~ '°' '" SECTION A -STA. 2+90 SECTION D -STA. 16+05 SCAL£:HORZ:1"•20''v£RT:1"•10' ! ~ ~ SECTION G STA. 23+10 SECTION 8 STA. 7+20 SCAL.£: HORZ: 1"•20' \€RT: 1"•10' I I I \ .. k~~.;~2 ,7 ,I ' 5'' es·_I: : I' &-~100[ J\ ~ CHAINUNK :I I 9--"""-!~·-:::: I c;:::, -~JAININQ_ ,.. '""' wr·c; I I RCl,OSED AVE:WENT "? -' c l&Sw "'" OH oa~)'ING G C,G&SW :::::;:-1: I\~ H---OPEV~ ~ -" I iOUNOI', 1 II 11 I ~ '~-SECTION E -STA. 18+55 SCAL..E:HORZ:1"•20'\JERT:1"•10' ,I I -~ -~SI..OPENO [IRAJNA --""" T -I ~~~ .,A"_ ,_,, ,,_,.,., \ ' -' \ -" ..... , -}, " ' F.INISHGRAOE " I ~ \ (-RIT .... r~P l : I --+-~AIPING WALL "J" I I I -1----.. , ~I "'" I \ \ u '.PA\€M ,TM 14 I .. .,,6,/ (1 r-••-. , .. . 5550+00 SECTION H STA. 26+95 ~ -""'1 I "' o+oo I 11 I I I ~ I }I '! :\ \...--g "'"' !,I qlJNO t-fI ... ~ r~AC "'" r.::::::: .,. ,.,, 1 / I v~s• w ~ =/ "G" "' "" IF, µ,m "'~"~ iP NING fG.&51 '~ck~ V':,. "G" "' \. -/~ ru~w. I I EXISTING ~OUN_-,'\ I -1 I --i---'7--SECTION C STA. 11+30 SCALE: HORZ: 1°•20' \€RT: 1"•1o' I I '1 I J .. "' "-"" ~'i" ~~ WALL C" ~ • 2-~ --/ I"""· 'sr: l'B CH -,-_ ' ~ wALf-GUTI b,J \l._L. -.... +v. -r'\.";-,. /'"M~!C;'i I E: STING IGROUN J ------SECTION F -STA. 21+70 SCALE: HORZ: 1"•20' \€RT: 1"•10' SECTION J -STA. 31+55 t . --~-~ --~-~ --~-~ ~ ft--,-----------,--,--,--,,-----,---,--,,,.---------r:,:==:,--r---------------,-------r-----------------r-,-PE-C-,-O-.--r--------------------,-----1~ . ---~ f 0 • o, __ ~ I --• ~ PROJECT NO. DRAWING NO. ~ ! WARK R.C.E. APP'D DATE ____ <l () DESIGNED BY: ENGINEERING REVIEWED BY: Stantec = ~ @ DRAWN BY: ,. 111Eml~Slrool Sanlollortau,Cl.93101 CHECKED BY: CITY ENGN:ER/PUBUC WORKS DIRECTOR DATE Phonr. {805) SIISJ-11532 OERDIYSALTS QA~ 005 DI.NIEL KIW PC 70701 PRO.ECTENGINEER APPROVED BY: EXPIRATIONDATE6-J0-202J R.C.E.eo4e& {EXP. 8/YJ/22) 734 GRADING PLANPRINCETON AVENUESTA. 1+00.00 TO STA. 10+00.009PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098-1-/1 512-0-220-lM 0 C -------I _t .r/7\ t r ,,. t f o --, 7 + '·. / )\ 1ENPOAARY , f; ~{GRADING ~:W~iTl()-l \OPE UMIT EASEMENT " , . .,. -=_;i_ -=--=--=-----G LIMIT _.,,. .,..., \ .,. \ . ., GRADING NOTES 1 CONSTRUCT CONCACTE INTERCEPTOR OAAIN PER DETAIL "C", SHEET 7, 2 CONSTRUCT CONCRETE 00\lltl DRAIN PER DETAIL "E", SHEET 7, J CONSTRUCT INTERCEPTOR ORAIN/OO'tllN DRAIN END INTERSECTION PER DETAIL"A",SHEET7. 0 ~s:~~~ ~~~~~.ORAIN/DOYIN DRAIN LOW POINT INlERSECTla-1 © ~J~CT 00\WI DRAIN/WALL GUT'IER INTEASECTICl,I PER DETAIL "O", 0 RELOCATE UTILITY PO...E OOV!t,1 GUY OUTSIDE or 00\lltl DRAIN LIMITS. ,:~✓, ~ /1 \ ORIVEWAY{PER \ SlREIT PCN<S)/ i . • • It ' I! I, I ./ I I -----/ --~It ---....... -----t-------------~ --------GRADINCUWITJ' -----TOEfXSLOPE ::? iS 7,~ ------~AOtJ°s.~~¥~ ---~ /~ GRADINGUt.llT/ / :S TOECFSI.OPE t,._ 512-0-160-755 TEMPORARY / CONSTRUCTION """''"' 735 GRADING PLANPRINCETON AVENUESTA. 10+00.00 TO STA. 15+00.0010PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098GRADING NOTES © CONSlRUCT GRADED SWALE PER El£VAT10NS, lHIS SHEET. I I~' ; : ~ ' J I ~ fl--,------------,--,---,,-----,---r---------...,,=.,-,,,.--.------------,-------r-----------------.-S-PE-C-.N-◊-"T'"--------------------r---,~ , ---~ !1----1------------l--1---i---l OF __ ~ ~ ~~~NE~\R1Ng DRAWING NO. ~ •v~ .. "'"' ----~ ::> "" DESCRIPTION R.C.E. APP'D DATE ~ () Stantec DESIGNED BY ENGINEERING REVIEWED BY: GGS @ DRAWN BY; ~ AF 111Eall'o1dorlaSlr..t, SanloBarbora,CA9J101 CHECKED BY; CITYENGINEER/PUBUCWCl!KSOIRECTOR OATE Phon•: (805) 9&J-95J2 GERDIYSALTS OA~ oos CWIIRKIMPE70701 PROJECTENGINEER O:PIRATION~TE6-J0-202J R.C.E.804M (ExP.t./30/22) 736 GRADING PLANPRINCETON AVENUESTA. 15+00.00 TO STA. 25+00.0011PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098f 512-.0-160-JOO STATE OF CALIFORNIA (118 FREEWAY) ,~, STATE OF\\ CALIFORNIA \ \ (118 FREEWAY)_;\~ GRAOINGUt.llT // ':" / / GGS DRAWN BY ,. CHECKED BY GGS APPROVED BY -SHEETS25-36 R WALL GUTTER, ANO WALL DRAIN f STATE OF CAL.f'ORNIA (118FREEWAV) STRUCTION 566,82 j ENGINEERING REVIEWED '()AtG @ CITY ENGN:ER/PUBUC wa!KS DIRECTOR ~ DI.NIEL Kit.I PC 70701 EXPIRATIONDATE6-J0-202J STATE OF CALIFORNIA (118 FREEWAY) ' ... M GRADING Ut.llT/J'-=-I-J, TOE OF SLOPE '-'< I H !' 51J-0-022-065 • t I 1 ____ J ____ J_ SPEC. NO ENGINEERING I PROJECT NO. ~ m .., .., (/) GRADING NOTES © CONSTRUCT GRADED SWALE PER aEVATIONS, TIIS SI-IEET. © ~JrJCJJJ:.!iWON~VCWAY, CCMPACT UPPER 12· OF SOIL TO 95,r; PROPOSED JOINT UTILITY TRENCH AUGNt.lENT FOR RELOCATION OF EXISTING ORY UTILITIES. CONTRACTOR TO COOROINATE WITH UTILITY COMPANIES TO \£RIFY ACTUAL UTILITY LOCATIONS PRIOR TO CONSTRUCTION. MATCHUNE A-A SEE LEFT -) ' ,) .,/? \ GRAOEO SWALE AT\ o.s,r; TO DAYLIGHT \ \ \ \ \ -/ 737 GRADING PLANPRINCETON AVENUESTA. 25+00.00 TO STA. 30+00.0012PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098! ~ ~ t I I PROPOSED JOINT UTILITY TRENCH ALIGNMENT FOR RELOCATION OF EXISTING DRY UTILITIES. CONTRACTOR TO COORDINAlE WITH UTILITY COMPANIES TO ~RIFY ACTUAL UTILITY LOCATIONS PRIOR TO CONSlRUCTION. L ~ ' , GRADING NOTES 1 CONSTRUCT CONCACTE INTERCEPTOR OAAIN PER DETAIL "C", SHEET 7. 2 CONSTFIUCT CONCACTE OOIIIN DRAIN PER OCTAIL "£", SHECT 7, J CONSTJiUCT INTERCEPTOR ORAIN/l)OV,N DRAIN END INTERSECTION PER DETAIL"A",SHEET7. © ~Jf~CT ()()'MIi DRAIN/WALL GUTTER INTERSECTION PER DETAIL •o·, SCALE: 1"-20' ~ {~:::::::::::::::::::::::::::::::,-----,---,----------..-,,==,,..."'T"-----------,-------r-----------------.-S-PE_C_>_O_"T'" ___________________ "T'" ___ ,~ -SHEET __ ~ () Stantec DESIGNED BY ENGINEERING REVIEWED BY: GGS @ il--1-------------1----+-I---~ ~ • o, __ ~ 0" ENGINEERING V, o PROJECT NO. DRAWING NO. ~ ! WARK DESCRIPTION R.C.E. APP'D DATE ____ ~ '()A'\:...-, DRAWN BY ,. 111Eml~Slrool Sanlollartau,Cl.93101 CHECKED BY CITY ENGN:ER/PUBUC wa!KS DIRECTOR OATE Phonr. {805) Sl&J-11532 OERDIYW.TS Q.&~ GGS DI.NIEL KIW PC 70701 PRO.ECTENGINEER EXPIRATIONDATE6-J0-202J R.C.E,eo4e& {EXP. 8/YJ/22) 738 GRADING PLANPRINCETON AVENUESTA. 30+00.00 TO END13PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098T ,, 513-0-001-035 ENGINEERING PROJECT NO. ~ -N-! SCALE: 1"•20' ,0 ., " X • CONDOR DRIVE SCALE:1•-20• '-""'""""'~aa;a~i""""'~60; ~ SHEET --1 " OF --~7 ~::: DRAWING NO. ~ !_ 739 TYPICAL STREET SECTIONS & DETAILSPRINCETON AVENUE14PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098I ~ t PRINCETON AVENUE TYPICAL STREET SECTION TYPICAL STREET SECTION STA.. 14+27.94 -STA.. 17+9~.70 SEE GRADING DETAILS FOR GRADING T'l'PICAL SECTIONS CONSTRUCTION NOTES 0~f~:c:~M~l~~~A~~~~8ENT THIO<NESS ON 12" Cl.ASS 2 AGGREGATE BASE ©CONSTRUCT♦-THICK P.C.C. SIDEWALi( PER SPPWC 112-2. @CONSTRUCT P.C.C. 8" CURB AND 24" GUTTER (A2-8) PER SPPWC 120-2. NOTE: R.0.W. VARIES 50' TO 88' PER PLAN PRINCETON AVENUE -TYPICAL STREET SECTION STA.17+95.70-STA.28+94.59 NOTTO SCALE SEE GRADING OETALS FOR GRADING TYPICAL SECTIONS PRINCETON AVENUE -TYPICAL STREET SECTION PRINCETON AVENUE -TYPICAL STREET SECTION "'-' R.0.W, TYPICAL SECTION CONCRETE PAVEMENT TYPICAL SECTION AC PAVEMENT PRINCETON AVENUE NOGALES AVENUE CURB RAMPS DETAIL STREET IMPROVEMENT LEGEND ___ , __ ---,--PROPOSED GAS EXISTING ELECTRICAL PROPOSED ELECTRICAL PROPOSED JOINT 1RCNCH EXIS11NGOVERl£AD'MRE EXISTING WATER EXISTING STORM DRAIN EXISTING UNDERGROONO 1El.£PHONE EXISTING COMMUNICATIONS EXIST CHAIN LINK l'ENCE PROPOSEO CHAIN LINK FENCE RETAINING OR SCREEN WALL EOGEOFPA-.0.ENT CONCfi:ETE WALL GUTTER n.O'MJNE GRADED SWALE FLO'M.JNE EXISTINGMA..()RCONTOUR EXISTING t.llNOR CONTOUR PROPOSED M.-..K>A CONTOUII: PROPOSED MINOR COIITOUR TEMPORARY CONSTRUCTION U.SOLNT PROPOSED SLOPE EASEWENT EXISTING RIQ-IT-OF-WAY PROPOSED RIGHT-OF-WAY LOT LINE ACPAVEMENT CONCRETE PAVEMENT GRINOANOOIIUILAYPAVEMENT . ~ %1--,-----------,--,--,--,,-----,---,--,,,.---------===,,... .... --------------.-------.----------------..... ---..---------------------..-----~~ . ---~ f 0 • o, __ ~ ~ui· .. ,,, oRAw1NG No. I ., DESCRIPTION R.C.E.APP'DDATE ----.i () Stantec DESIGNED BY ENGINEERING REVIEWED BY: SPEC. NO GGS V)AIG @ DRAWN BY ,. 111Eml~Slrool Sanlollartau,Cl.93101 CHECKED BY CITY ENGN:ER/PUBUC wa!KS DIRECTOR OATE ENGINEERING Phonr. {805) Sl&J-11532 OERDIYW.TS O.&~ GGS DI.NIEL KIW PC 70701 PROJECT NO. PRO.ECTENGINEER EXPIRATIONDATE6-J0-202J R.C.E.&04e& {EXP. 8/YJ/22) 740 ACCESS ROAD & DRIVEWAY DETAILSPRINCETON AVENUE15PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098565 560 ~ $ ~ 555 ~ f 550 l g ~ 5-ffi 10+00 11+00 12+00 ACCESS ROAD PROFILE ----. . PRINCETON AVENUE DRIVEWAY DETAIL STA.4+78.62 SCALE:1"•10' [I'(_'"" 0, """"" / f----,,' ~ C STD. PAVOLNT SECTION ICKENED PAVEMENT EDGE ~m-1=~ : '>' " ; • :REN)YMllf 24' 'ti I 12 12 I _· -~ --~ ~ . , I . DRIVEWAY DETAIL STA.!5+60.n SCALE: 1·-10' DRIVEWAY DETAIL STA.9+12.64 SCALE:1"•10' ___[a./CONSTRUCTION LAYOUT UNE 111+!50 -------------+-------PRINCETON AVENUE ~ ' !~~ ~ ,_ '°""'-~ "-"' -•~~~ ;_'J~ ~.;. --P-R-IN_C_E_T~N :~NUE_~ __ :i_lJJJ'_,_',';'_,~ \ \' x 1 ~ ~ ... ~-', , CUIM I OEl.TA I RADIUS I LENGTI< ~AHGEN \ , _ @ 189'59'39"1 56.oo I 91.10 I ~7.99 © ~ ~ @) 1s9-s9•40·1 ,o.oo 1,09_951 69_99 CONSTRUCTION NOTES DRIV~~~82~ETAIL N DRIV~~~~!D,·',!ETAIL ' 0 ® I 89'59·39• I s2.oo I ,za.eo I Sl.llll @cCNSlRUCT TlilCKENED PAVING EOOE PER DETAIL. THIS SHEET. N SCALE: i·-io· ~ I G)c0<sTI<Uc, ,. '°"""' '""'""' '""',.CLASS 2 "'""" '"'· I . ~ ft--,-----------,--,--,--,,-----,--..-~--,,---------.~°'~5~~N~rn~~,,--,-E-N_G_IN_E_ER_I_NG-R-~--IE_W_ED_B_Y_: __ r-8------.-----------------r-,-"-,-.N-◊-..--------------------..----~~ i VI Stantec DRaWN BY V),,,'{IG SHm __ ~ ~ ~~10~ = ~95J~ Barbara, CAG3lOl CHE:ED BY: CITY ENGINEER/PUBUC WCl!KS DIRECTOR DATE ENGINEERING OF --: o OOS CWIIR KIM PE 70701 PROJECT NO DRAWING NO ::t iv·"'"' :;rs::EER OA~ lc:c=,:;-c:c--lEXPIRATION~TE6-J0-202J . ~ "" DESCRIPTION R.C.E. APP'D DATE R.C.E. 804M (ExP.t./30/22) ____ <l 741 DRIVEWAY DETAILSPRINCETON AVENUE16PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-110988"CBFC f : ~ i ~ J t ] i ;;, ; ! t.lARI< DESCRIPTION R.C.E. 20.00':I: DRIVEWAY DETAIL .,,,., STA.22+10.81 SCALE: 1"-10' "" 18.26':I: ., () Stantec DESIGNED BY GGS DRAWN BY; AF 111Eall'o1dorlaSlr..t, SanloBarbora,CA9J101 Phon•: (805) 9&J-95J2 CHECKED BY: GERDIYSALTS OA~ oos PROJECTENGINEER R.C.E,804M (ExP.8/30/22) LCL/CONSlRUCTll'.»,llATOOTUNE =---------------,o__ ~~-C PRINCETON=-w ---w ~ --,. . 18.85':I: ., ENGINEERING REVIEWED BY: ~ CITYENGINEER/PUBUCWCl!KSOIRECTOR OATE CWIIRKIMPE70701 O:PIRATION~TE6-J0-202J DRIVEWAY DETAIL STA.28+55.36 SCALE: 1"-10' DRIVEWAY DETAILS STA.J0+56.43-STA.3J+00.41 SCALE: 1"-10' @ '" 0 18.33':I: ' CL/CONSTRUCTION LAYOUT LINE ====:-:-== u ~OQ_ u - u -u ---------= w---w w______2_w---w w--13.00':I: MATO-l(r) DRIVEWAY DETAIL STA.28+12.70 SCALE: 1"-10' J2+50 JJ+OO ------------w w---, w 22.80':I: ' SCALE:1"•10' SPEC. NO ENGINEERING PROJECT NO ~ I : ' ~ ~ ~ i .., SHEET __ ~ o, __ ~ ~ DRAWING NO. ~ ----;i 742 STREET IMPROVEMENT PLANPRINCETON AVENUESTA. 1+00.00 TO STA. 10+00.0017PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098f 550 l 8 1;; 545 550 545 o+oo ! I ~12-0-220-325 ' r-"~::::::~~-, o r rl:= --": .~~, = ,.,_--' 0 s ~12-c6:20-19 {119"> ----1+00 ... § 8 I\ / \ / \ 2+00 I I I Stantec 3+00 DESIGNED BY GGS DRAWN BY ,. CHECKED BY GGS 4+00 ENGINEERING REVIEWED BY: ~ CITY ENGN:ER/PUBUC wa!KS DIRECTOR DATE DI.NIEL KIW PC 70701 EXPIRATIONDATE6-J0-202J 5+00 6+00 PORARY NSTRUCTION SEMEN• 7+00 I. S'LY TOP Ol'CURB // ~~~ :OON AT -S'LYTOPOFCtJ 6+00 9+00 550 550 550 """ 1o+OO CONSTRUCTION NOTES ' SCALE: 1••40' i .-l!!!!liiii= .. iiiiiiiiiiiiaii!,.!!!!!!!!!!!!!!!!!!!!1,20 ~ 743 STREET IMPROVEMENT PLANPRINCETON AVENUESTA. 10+00.00 TO STA. 20+00.0018PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098; ! $ ~ ~ f l 8 1;; 0 ~ " ! ? 560 555 0 0 560 -6 -.... ~~ 555 ... ~ ~t:I i"' 560 !c ::I 555 1o+OO \ \ \ OESCRIPTION 11+00 12+00 Nl.YTOP "'"""' 13+00 () Stantec 111Eml~Slrool Sanlollartau,Cl.93101 Phonr. (805) 963-9532 OERDIYW.TS Q.&~ PRO.ECTENOINEER R.C.E.604e8 (EXP. 8/YJ/22) .... ElQSl»IO GROUND AT Nl.Y TOP Of '""" '·""' ------14+00 15+00 DESIGNEOBY ENGINEERING REVIEWED GGS ~ DRAWN BY ,. CHECKED BY CITY ENGN:ER/PUBUC wa!KS DIRECTOR GGS DI.NIEL KIW PC 70701 EXPIRATIONDATE6-30--202l BY: ~ / / @ \ Sl.YTOPOfCURB \ I 18+00 19+00 SPEC. NO ENGINEERING PROJECT NO. 2o+OO CONSTRUCTION NOTES 0~~~~;.~•A=~TE~T~Ptn~~.T A~~~SS ~ R-VAWE•40). 0~-~~~~E~c:·;;.J~W~r;.RTH~::t~ or ALL AT GRADE WATER FACILITIES (BOTH SIDES). 0~s~~ ~2i:2_a· CURB ANO 24" GUTTER (A2-8) @~s~~li_6~~~~-~~~~~LD~~~~Y ofr~ SHEETS15-16. 0CONSTRUCT6"THICKPCCRESIOEN11ALORIVEWAYPER ~~ 1~_c1~~· SHEET 14. ANO ORl~AY DETAIL. ©~TRUCJti~~ ~~ ~~Ir.I\'£ PER Pl.AN, @~~8ro:~~~,.gi-UNK FENCE PER CM.TRANS @~~~Bit!~~~~? :;:~Rr&::~Al't_N~~El£ SWNO ®~lt~}~lJX~S~TU:ER~ ~~,:~~~ @coNSTRUCT82WLED(22KHPSEOUIVALENT},COBRA ~ ~~BEU~~GH~ llll:'i.M'-TEC~WJr'-5~?t~s. ®~~~~~~p~EO~~N~~T;:~~ -N-CURVE TABLE OJR-.E I OELTA I RADIUS I LEHGTii !TANGENT J © l2412·1rl121.ool J01.12 I 1:;:;.a9 (D 12412·1r1100.001n5.111,so.10 © l2412·1rlan.ool 284.l1 I 1«.J1 SCALE:1"•40' 585 580 585 580 585 580 ':i 120 ~ 744 STREET IMPROVEMENT PLANPRINCETON AVENUESTA. 20+00.00 TO STA. 30+00.0019PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098! 0 0 $ 580 ~ ~ 585 f l 580 8 1;; 585 ~ 580 ? 20+00 21+00 22+00 23+00 24+00 () Stantec DESIGNED BY GGS DRAWN BY ,. 111Eml~Slrool Sanlollartau,Cl.93101 CHECKED BY Phonr. {805) 963-9532 OERDIYW.TS O.&~ GGS PRO.ECTENGINEER R.C.E.eo4e& {EXP. 8/YJ/22) 25+00 28+00 27+00 28+00 29+00 30+00 ENGINEERING REVIEWED BY: '()AtG @ CITY ENGN:ER/PUBUC wa!KS DIRECTOR DATE DI.NIEL KIM PC 70701 EXPIRATIONDATE6-J0-202J 565 580 565 560 565 """ CONSTRUCTION NOTES 0g:~~uc!~M~:u=A~r{"ii:,~:w:~:-OCK:~~~-~). 0~~~E~1 ... 6< ~~·:o:~E=~Np1r; ~~ 11~-~AOE WATER FAOUTIES (BOlH SIDES). 0~~\'iJ-i:C.C. 8" CURB AND 24• GUTTER (A2-8) PER 0~fF~ci~1~Jr~:.~oroi~:1v'<t:ciI~1~~ECTS @~~~\~~~ET~ ~st;~~ STO. PLAN 111-5. CAS( @~JR~Tc:::r~~~,g'AIN LINK FENCE PER CAI.TRANS @~~Xli,.~g ~ i~i~~~Ofl:~INGR~AlJ. ROADWAY. ®=~~~r::o ~uHfJ/~~~~11o, C::d:~AO POLE PER SEPARATE STREET UGI-IT Pt.ANS. @~r~kl~~~~~G~Jt:s,~T~~~~TOA~N ORAINPLANS. CURVE TABLE a.JRVE DELTA RADIUS LENGTH !TANGEN @ 43'07'13" 527.00 J!M.62 208.23 @) 43'07'13" @) 4J'07'13" @) 27"29'00" @) 42'24'42" 452.96 JJS.29 175.74 @ 42'24'42" 479.96 ~28 186.22 @) 14~•311• @) 90'00'00" 15.00 23.56 15.00 @) 90'00'00" 15.00 23.~ IS.00 745 STREET IMPROVEMENT PLANPRINCETON AVENUESTA. 30+00.00 TO END20PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098I $ ~ ~ f l 8 1;; ! ? 7 570 575 570 575 570 565 30+00 I / / 31+00 32+00 33+00 () Stantec 111Eml~Slrool Sanlollartau,Cl.93101 Phonr. {805) Sl&J-11532 OERDIYW.TS O.&~ PRO.ECTENGINEER R.C.E.eo4e& {EXP. 8/YJ/22) 595 590 565 580 575 570 34+00 35+00 36+00 37+00 36+00 39+00 40+00 41+00 42+00 CONSTRUCTION NOTES DESIGNED BY ENGINEERING REVIEWED BY: GGS ~ @ DRAWN BY ,. CHECKED BY CITY ENGN:ER/PUBUC wa!KS DIRECTOR DATE GGS DI.NIEL KIW PC 70701 EXPIRATIONDATE6-J0-202J 746 STORM DRAIN DETAILS AND KEY MAPPRINCETON AVENUE21PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098f A J 46 EOUI MODIFIED CONCRETE COLLAR FOR RCP '''""""' HEADWALL MODIFIED "L" HEADWALL GEOMETRY RIPRAP APRON DIMENSIONS ~ ' J ® RIPRAP APRON sc~ '~~LVERT OUTLET ® RIPRAP APRON"~ '~~LVERT OUTLET ~ . ~ %1--r----------,--,--,--,,-----,-..,.-~--,,---------.~,,~s~~N~ED~~,,.--.-E-N_G_IN_E_ER_I_NG-R-~--IE_W_EO_B_Y_: __ r-8------.-----------------rs-PE-c-.N-◊-..--------------------..----~~ i VI Stantec '"•N ,Y ~ s,m __ ~ ~ ~~10~ = ~95J~ Barbara, CAG3lOl CHE:ED BY; CITY ENGINEER/PUBUC WCl!KS DIRECTOR DATE ENGINEERING OF --: o OOS CWIIR KIM PE 70701 PROJECT NO DRAWING NO ::t iu· "'"' :;Ts::EER OA~ l-::c=,:;-;;:c--lO:PIRATION~TE6-J0-202J . ~ "" DESCRIPTION R.C.E. APP'D DATE R.C.E.8Q4158 (ExP.t./30/22) ____ <l 747 STORM DRAIN IMPROVEMENT PLANPRINCETON AVENUELINES A, B, X-1, X-222PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098f 562 560 558 558 554 552 550 548 5-16 544 542 540 538 538 534 532 530 528 528 10+00 C./CONSlR LAYOUT LINE 11+00 LINE •A• PLAN VIEW SCALE:1"•40' LINE •e• 11+00 10+00 CL/catSTR LAYOUT LINE COMM LINE PLAN VIEW / ·~ I .. w 562 560 558 558 554 552 550 548 5-16 544 542 540 538 538 534 532 530 528 528 572 570 588 568 564 582 560 558 558 554 552 550 548 548 544 542 540 538 538 10+00 LINE •x-2• PLAN VIEW SCALE:1"•40' 11+00 572 570 588 568 584 582 580 558 558 554 552 550 548 5-16 544 542 540 538 538 LINE x-3••----t------i==;==,.,.==.=.,.== • .,..:::::::;I 'IERT. IR•4' 10+00 11+00 LINE •x-3• PLAN VIEW SCALE:1"•40' ! CONSTRUCTION NOTES " l LINE TA&£ CURVE TABLE 0~~~CT 18" RCP STORM DRAIN, CLASS ANO O LOAD PER @~1rt'f~ s: =tPE THROUGH CONCRElE R(TAININC ~ ~~: UNE ...... "''CllGN "''"' , I ...... I RAO~S I DELTA I TANOO<T I ~ ... ~ ~ N~" 44• 16.49.E Cl I 73.169 I l430.?llS I UJOO I J&.S9 I @~:ro~CT 24" RCP STORM DRAIN, Cl.ASS ANO D LOAD PER @)~s;:~TP~ tg~~l~~~~~w:: ~~Al.~~ANS ,-.. -L2 10.915 ::; :~ :::::: 0~:ro~::iCT 42" RCP STCRM DRAIN, CLASS ANO O LOAD PER @=~T RIPRAP APRON PER OCTAIL "(:', SHEET 2l. ~ ' a N6" 16' 42.68"E ©~~fpI:Eo~.CONCRElE PIPE INLET PER CAI.TRANS @~5;:~Tp~B~N~C:.~ :~~~ SPP'#C j LS 28.JJ9 N5'35' 14.72"E ;i ! @~~iff~JJ{?f:~?l~•:~~VDR @~r~J!~~t~A~~Pf:~ ... ~ CONCRETE ~ ll @CONS1RUCTRIPRAPAPRONPEROE1"AIL0D0,SHEET21. ~ %1-"'T"----------,--,--,--,,-----,-.... -,,.---------===,,.-"'T"---------------,-------r-----------------rS-PE-C-.N-◊-"T'"--------------------r---~~ i ---~ ff ENGINEERING OF --: I". "'"' PROJECT NO DRAWING NO. ~ "" DESCRIPTION R.C.E.APP'OOATE ----;i () Stantec DESIGNED BY ENGINEERING REVIEWED BY: GGS '()AIG @ DRAWN BY; AF 111Eall'o1dorlaSlr..t, SanloBarbora,CA9J101 CHECKED BY; CITYENGINEER/PUBUCWCl!KSOIRECT0R OATE Phon•: (805) 9&J-95J2 GERDIYSALTS OA~ GGS CWIIRKIMPE70701 PROJECTENGINEER O:PIRATION~TE6-J0-202J R.C.E.804M (ExP.t./30/22) 748 STORM DRAIN IMPROVEMENT PLANPRINCETON AVENUELINE C, LAT C-123PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098= ~ = 568 588 568 ~ 568 584 584 582 582 580 ~ '· 580 i= = $ = = ~I ~___j_ _ _j_ _ ___j_ _ _i__-t~==t~~~=======~~J__--1-_ _J____jilfiiJ__j_~ ~ ~ 0.201; 554 552 1e• RCP 552 f 550 550 11111.7' 548 ,1~0----1---+----=~ .... .--f--------H--1---'\,.....ii-:::.-------+-------+---+-i-~ 548 0,o-32.SCFS 548 --548 544 544 M2 M2 540 540 538 538 538 538 534 LINE "C" 534 13+00 12+00 11+00 10+00 ~ ----1 11+00 10+00 CONSTRUCTION NOTES 0~~CT18"RCPSTORMORAIN.CI.ASSAN00LOAOPER @~CT24"RCPSTORMDRAIN,CLASSANODLOADPER @=~CT JO" RCP STORM DRAIN, Cl.ASS ANO D LOAD PER ©~~5J:lglJ:Eo~.CONCRETE PIPE INLET PER CAI.TRANS @~~:~6~~~~~~=81.~ :1~ ~JJs ,s· @g;':~~~ R~fs'"i~• ~PO~~L ;C.:;f~ ~RON @~,:c::g1~c:g:;.mE HEADWAU. PER CAI.TRANS ©coNSTRUCTRIPRAPAPRONPEROETAIL"c",SHE£T21. @)~~~~T~B~'.Ntc;,~ ~"9~: SPPWC @~~2~t:.nr o~1:!g~~pr;f p~A STANDARD ~i I ffi I I b I I / ---, i ' -,~ WM,~ ! ! STORM DRA~~ •,~:. Pl.AN VIEW ~ u; :: ::.:.:~::: "'""' , ':;':,';' ::,: ::;, '7,~' ; J I . ~ %1--r----------,--,--,--,,-----,-..,.-~--,,---------.~,,~s~~N~ED~~,,.--.-E-N_G_IN_E_ER_I_NG-R-~--IE_W_EO_B_Y_: __ r-8------.-----------------rs-PE-c-.N-◊-..---------------------r---~~ i VI Stantec '"•N ,Y ~ s,m __ ~ ~ ~~10~ = ~95J~ Barbara, CAG3lOl CHE:ED BY; CITY ENGINEER/PUBUC WCl!KS DIRECTOR DATE ENGINEERING OF --: o OOS CWIIR KIM PE 70701 PROJECT NO DRAWING NO ::t iu· "'"' :;Ts::EER OA~ l-::c=,:;-;;:c--lO:PIRATION~TE6-J0-202J . ~ "" DESCRIPTION R.C.E. APP'D DATE R.C.E.8Q4158 (ExP.t./30/22) ____ <l 749 STORM DRAIN IMPROVEMENT PLANPRINCETON AVENUELINE D, LAT D-1, LAT D-2, LAT D-3, LAT D-424PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098578 574 572 570 588 588 ~ 584 582 580 558 f 558 554 552 550 548 548 544 542 540 10+00 11+00 12+00 13+00 14+00 STORM DRAIN •o• PLAN VIEW SCALE: 1"•40' ~ .1111' 18"RCP CI.ASSIV,15000 0,..-10.7Cf'S VA,t""l5,5 FT/S 15+00 18+00 D-1 10+00 11+00 CONSTRUCTION NOTES 0=r::~CT 18" RCP S~M DRAIN, CLASS ANO O LOAD PER @=r::~CT24°RCPSTORMDRAIN,CI..ASSANDDLO.t.OPER @~~~\l:fo~.cc»,iCRCTE PIPE INLET PER CAI.TRANS ®~Jr::~CT 36" RCP STORM ORAa.i, CLASS ANO O LOAD PER @)~~,:\~:8 ~N;..c;,~H p:s~~R SPPY«: @~.:fUCT MANHOLE STRUCTURE PER SPP"M: STANDARD PLAN (§)~_:IRUCTJUNCTIONSlRUCTUREPERSPP'll(;STANOAROPLAN @~:rucT JUNCTION STRUCTURE PER SPPWC STANDARD PLAN @)~p~l~~"';~,:~:~~1~4~ COOCRETE UNE TABI.£ CURVE TABI.£ LA .ERAL D-2 10+00 UNE LENGTH DIR£C110N CURVE ' I LENGTH I RADIUS I OEl.TA I TANGENT L9 20.665 M4T08'44.5YE CJ I 16,449 I 22.SOOl41.887JI 8.61 L10 12.70& N8T0B' 44,S3"E C9 l287.917l 4JS.961IJ7.8J9JI 149.43 S88'48'22.84-C cs I 11.611 I 22.soo l..s.ooool 9.J2 21.326 N-46' 11' J7.36"E Nl' 11' 37.36"£ M4TOB' 44.5.l"E ENGINEERING PROJECT NO 578 574 I 572 I I 570 588 588 584 582 580 558 558 554 552 550 548 548 544 542 540 HORIZ. 1"•40' 'IERT. , ...... 11+00 10+00 11+00 574 574 572 572 570 570 588 588 588 588 584 584 582 582 580 580 558 558 558 558 554 554 552 552 550 550 548 548 ~ I 548 548 : 544 .,· 544 18°RCP SS IV, 15000 ' 542 Qw95.7 CFS 542 v.-9.?FT/S 10+00 11+00 ~ ~ LATERAL •o-•• ~ i .., SHEET __ ~ o, __ ~ ~ DRAWING NO. ~ ----;i 750 WALL NOTESPRINCETON AVENUE”25PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION77REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTIONTYPECONTINUOUSSPECIALINSPECTIONPERIODICSPECIALINSPECTIONREFERENCEDSTANDARDIBCREFERENCEAPPLICABLE TOWORK IN THISPLAN SET1. Inspect reinforcement, includingprestressing tendons, and verifyplacement.-XACI 318: Ch.20,25.2, 25.3,26.5.1-26.5.31908.40X2. Reinforcing bar welding:-- a. Verify weldability ofreinforcement bars other thanASTM A706;-XAWS D1.4 &ACI 318: 26.5.4-b. Inspect single-pass filletwelds, maximum 5/16" and;-X -c. Inspect all other welds.X-3. Inspect anchors cast in concrete.- X ACI 318: 17.8.2 -X4. Inspection of anchors post-installedin hardened concrete members.-- -a. Adhesive anchors installed inhorizontally or upwardly inclinedorientations to resist sustainedtension loads.X - ACI 318: 17.8.2.4 -Xb. Mechanical anchors andadhesive anchors not defined in4.a.- X ACI 318: 17.8.2 -X5. Verifying use of required design mix.-XACI 318: Ch. 19,26.4.3, 26.4.41904.1, 1904.2,1908.2, 1908.3X6. Prior to concrete placement,fabricate specimens for strength tests,perform slump and air content tests,and determine the temperature of theconcrete.X-ASTM C 172ASTM C 31ACI 318: 26.4.5,26.121908.10X7. Inspect concrete and shotcreteplacement for proper applicationtechniques.X - ACI 318: 26.4.51908.6, 1908.7,1908.8X8. Verify maintenance of specifiedcuring temperature and techniques.-XACI 318:26.4.7-26.4.91908.90X9. Inspect prestressed concrete for:a. Application of prestressingforces.X - ACI 318: 26.9.2.1--b. Grouting of bondedprestressing tendons.X - ACI 318: 26.9.2.310. Inspect erection of precastconcrete members.-X ACI 318: Ch. 26.8 --11. Verify in-situ concrete strength,prior to stressing of tendons inpost-tensioned concrete and prior toremoval of shores and forms frombeams and structural slabs.-XACI 318: 26.10.2 -X12. Inspect formwork for shape,location and dimensions of theconcrete member being formed.-XACI 318:26.10.1(b)-XEXEMPT FROM SPECIAL INSPECTION:Concrete footings that support walls of buildings <=3 stories, supported on earth and design f'c is <= 2,500 psi, per CBC1705.3.2.3.TMS 402 Table 3.1.2 - LEVEL B QUALITY ASSURANCE OF MASONRY CONSTRUCTION*MINIMUM TESTS(d)Verification of Slump flow and Visual Stability Index (VSI) as delivered to the project site in accordance with Specification Article1.5 B.1.b.3 for self consolidating groutVerification of f 'm and f 'AAC in accordance with Specification Article 1.4 B prior to construction, except where specificallyexempted by this CodeMINIMUM SPECIAL INSPECTION(d)INSPECTION TASKFREQUENCY OF INSPECTION(a)APPLICABLETO WORK INTHIS PLANSETCONTINUOUS PERIODIC1. Verify compliance with the approved submittalsXX2. As masonry construction begins, verify that the following are in compliance:a. Proportions of site-prepared mortarXXb. Construction of mortar jointsXXc. Grade and size of prestressing tendons and anchoragesXd. Location of reinforcement, connectors, and prestressing tendonsand anchorages.XXe. Prestressing techniqueXf. Properties of thin-bed mortar for AAC masonry X(b) X(c)3. Prior to grouting, verify that the following are in compliance:a. Grout spaceXXb. Grade, type, and size of reinforcement and anchor bolts, andprestressing tendons, and anchoragesXXc. Placement of reinforcement, connectors, and prestressing tendonsand anchoragesXXd. Proportions of site-prepared grout and prestressing grout forbonded tendonsXXe. Construction of mortar jointsXX4. Verify during construction:a. Size and location of structural elementsXXb. Type, size, and location of anchors, including other details ofanchorage of masonry to structural members, frames, or otherconstructionXXc. Welding of reinforcementXXd. Preparation, construction and protection of masonry during coldweather (temperature below 40°F) or hot weather (temperatureabove 90°F)XXe. Application and measurement of prestressing forceXf. Placement of grout and prestressing grout for bonded tendons is incomplianceXg. Placement of AAC masonry units and construction of thin-bedmortar joints X(b) X(c)5. Observe preparation of grout specimens, mortar specimens, and/orprismsXX(a)Frequency refers to the frequency of Special Inspection, which may be continuous during the task listed or periodically during the listed task, as defined in thetable.(b) Required for the first 5000 square feet of AAC masonry.(c) Required for the first 5000 square feet of AAC masonry.(d) Special Inspection is not required for Veneer constructed in Risk Category 1, 2 or 3 in accordance with TMS 402 Section3.1.1 - Level A Quality Assurance and C-183 Part 4, Chapter 12-Veneer, other than verifying compliance with theapproved submittals.*The above table is a composite of TMS 402 Table 3.1.2, TMS 602 Table 4, and other sections of Code.REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILSTYPECONTINUOUSSPECIALINSPECTIONPERIODICSPECIALINSPECTIONAPPLICABLE TOWORK IN THISPLAN SET1. Verify materials below shallow foundations areadequate to achieve the design bearing capacity.-XX2. Verify excavations are extended to proper depth andhave reached proper material.-XX3. Perform classification and testing of compacted fillmaterials.-XX4. Verify use of proper materials, densities, and liftthicknesses during placement and compaction ofcompacted fill.X-X5. Prior to placement of compacted fill, inspect subgradeand verify that site has been prepared properly.-XX12/1/202121-ML-11098f ! ~ J GENERAL NOTES 1. WORK SHALL BE PERFORMED IN ACCORDANCE 1111TH THE CURRENT EDITlON OF THE STATE OF CAL.FORNIA CONSTRUCTION SAFETY ORDERS {CAL-OSHA). 2. ~~~EP~~~~rilN ::~.:~ ~~= ... ~ENOATIONS OF Tl£ rruow.NG GEOTECHNICAL -GEOTECHNICALREPORTVT-2«J6-2DA1EOAUGUST28,2011ANDUPOATEDSEPTEt.lBER8,2011 "GEOTECHNICAL DESIGN REPORT, PECK RESERVOIR" -GEOTECHNICAL REPORT 16-4-69 DATED APRIL 28, 2016 -GEOTECHNICAL REPORT 20-2-70 DATED FEBfi:UARY 14, 2020 J. ~JN~~ER~ =~A~~u~'.~~ ~~fln~~~~&.i~R~fi.t~JEF~,~~:8:1"~/l~Zv ... 110H. 4. THE LOCATIONS OF EXISTING ANO NEW UNDERGROUND UTILITIES ARE SHO'tflt,I IN AN APPROXIWATE W,_Y ONLY; ALL UTILITIES MAY NOT BE SHOv.ff. ~ OUST SHALL BE CONTROU.ED AT ALL TIWES DURING CONSlRUCTIOH, EXC ... VATION, AND GRADING. 8. PROVIDE MEANS TO PR~T SUAf'ACE WATER FROM ENTERING EXCAVATIONS. 7. TEMPORARY ANO PERMANENT CUTS SHALL NOT EXCEED SLCPES RECOMWENOEO IN THE SOILS REPORT NOR THOSE SHO'M'!ONTHEPLANS. 8. .t.U. FOUNDATION (XCAVATIONS ANO SlJBGRAOES SHALL BE .t.PPROVEO BY Tl£ GEOTECHNICAL ENOINEER PRIOR TO PLACEMENT OF REINFORCING STEEL REINFORCING STFEI 1. REINFORCING STEEL SHALL CONFORM TO ASTM A-61~ GRADE 60. 2. ~l~~gNptA~:a'-J;.~ IN ACCOROANCE 'MTH THE DRAWINGS ANO SHALL BE HELO FIRliLY IN PLACE J. HOOKS SHALL BE STANOARO HOOKS P(R ACI 318, SECTIQII 7.1 ll'ILESS OCTAILEO OTHER'MSE. ♦. LAP SPUCES SHALL BE PER ACI 318. 5. OOWELS SHALL BE THE SAME SIZE ANO SPACING AS THE '-£RTICAL. REINFORCING UNLESS NOTED OTHER'MSE. 8. BARS SHALL BE CLEAN Of RUST, GREASE OR OTHER MATERIAi... THAT MAY IMPAIR BONO. CONCRETE FOR FOOTINGS & PILES (U N O ) I. NINTMUMSTRENGTHOfCONCRCTESHALLBE♦.OOOPSIAT280AYS. 2. ~ENR~~~r~~1~4Jf.E 11/V: MAX SLUMP 4--INCHES ANO 15~ CLASS F FLY ASI-I, ANO CLASS F J. THE MAXIMUM WATER-CEMENT RATIO SI-IALL BE O.!JO UNLESS OTHER'MSE NOTED. ♦• AGGREGATES SHALL BE NATURAL SANO ANO ROQ( CONFORMING TO AS1M C-33; 3/♦" M.-.XIMUM SIZE AGGREGATE. 5. AONIXTURES SHALL CONFORM TO ASTM C-♦9♦, ASTM C-260, ASTM C-350 ANO/OR ASTlil C-♦02. AS APPUCABLE. &. THE CONCRETE MIX OESIGN SHALL SUBMITTED TO THE OMIER'S REPRESENTATI-.C FOR APPROVAL PRIOR TO Ust. RETAINING WALL NOTES 1. DRAINAGE BEHINO THE WALL IS REQUIREO FOR WALLS RETAINING MORE THAN 3-FECT Of saL A CONTINUOUS 12-INCH 'MOE GRA'vCL COUIMN 'flRAPPED IN FILTER FABRIC SHALL BE PLACED AT THE BACK Of WALL F'RON THE TOP Of FOOTING ELEVATION TO IIIITHIN 12" Of FINISHED SURFACE. FILTER FABRIC SHALL BE MIRAfl 140-NC OR APPROVEO EQUIVALENT, 2. THE PERFORATED PIPE UNE SHALL EXTENO TO DAYLIGHT OR CCHNECT TO SITE STORM DRAIN. THE PIPE SHALL BE SI.OPED TO PROMOTE DRAINAGE, PERFORATIONS SHALL BE PQNTEO DO,.. AT 5-ANO 7-o·a.ocK. HEAD JOINTS ON MASONRY WAI...LS MAY BE OMITTED IN THE FIRST COURSE ABO-.C FINISH GRAOE PROVIDED SPEED-BLOCK IS ~~SsEDi.r"'~~Tl~5H~~ ~'. mi ~Nr~ 'fu~:.:i.~~Ellll~-~CHJM~~irTHE WALL Ha..ES SHALL BE ANCLEO SO AS TO PROMOTE ORAINACC. AT THE CONTRACTOR'S OPTION. THE CORING MAY BE PERFORMED AFTER THE WALL IS GROUTED, PROVIOEO THE HOl.£5 00 NOT OAMACC THE VERTICAL STm. LOCATION Of THE '-£RTICAL STEEL SHALL BE MARKED PRIOR TO GROUTING OR AFTER BY X-RAY OR OTHER APPROl!t:O METHODS. J. GRANULAR BACKFILL MATERIAL SHALL BE PLACED BEHINO THE GRAYa AT A ♦5-0EGREE UNE PROJECTED FROM THE BACK Of FOOTING TO 1-rooT FROM DAYLIGHT. BACKl'ILL SI-IALL BE FRE:E Of Cf!GANIG MATERIAL, CONSTRUCTION DEBRIS. COBBLES ANO BOOLOERS. BACKl'ILL SHALL BE NON-EXPANSll!t:, FREE-ORAINtlG (st 30 OR GREATER), CLEAN SANO OR GRA\lt:l., AS RECOMMENOED BY THE PRO£CT GEOTECHNICAI... ENGINEER ANO APPROVED PRIOR TO Ust. THE TOP 12" Of FINAL BACKFILL SHALL BE NATI\lt: OR TOP Sal, TO PROMOTE Pt.ANT '""""· ♦. PRIOR TO BACKFILL OR THE APPLICATION Of Tl£ DRAINAGE SYSTEM BEHIND THE WALi.., THE RETAINING PORTION Of THE STEM IN CCl,ITACT 'MTH SOIL SHALL BE SEALED WITH A ONE-COMPONENT. MQSTURE-CURING, BITUMEN-NOOIFIED POLYURETHANE ELASTOMERIC WATERPROOFING MEMBRANE (SONOSHIELO HLM 5000 BY BASF, 1-800-433-9517. OR APPRO'<m EQUIVAI...END. WATERPROOF'ING MEMBRANE SHALL BE PROTECTED FROM DAMAGE OURa<IG WALL BACKFILL 5. ~~=R~ ~~,.;lt1 ~¼i2~N~ -m~~~SION JOINT (EJ) AT INTERVALS NOT TO EXCEED 24-FEET 6. VERTICAL EXPANSION JOINTS ON RCTAINING WALLS SHALL BE CO~ED 'MTH WATERPROOF MATERIAL PLACEO ~ff&il ~~EJ'f<♦-~~g~:i:N&:~or ONTH~~~t;l~RIJJT~I~ :N~O~E E,W!v~n-FOOTING TO JUST BELOW THE FINISH GRAOE. 7. ~TICAL EXPANSION JOINTS ON THE PORTION Of WALL ABOVE FINISHEO GRADE SHAU. BE SEAi.ED 'MTH A UV-RESISTANT, F\£XIBLE SEALANT (SONNEBORN NP-1 OR APPROVED EQUIVALENn PLACEO 0~ THE JOINT. REINFORCING BAR LAP SPLICE SCHEDULE (In) MASONRY" CONCRETE .. BAA OZE (UNCOATED) rm (pal) fc(plli) '""' ... ,. " " " ., " ,. 72 3? ,, .. ,. ,. " ., -C,UU,,!ED-IMI _,, w:, _,, Mel &-11 2.1.1.1.1 --~~ MASONRY FOR RETAINING WALLS 1. CONCRETEMASONRYUNITSSHAU.CONFORMTOASTMC90-03LOAO-BEARINGSLUMPSTONENORMA1...WEIGHTBLOCK. SUBMIT BLOCK SAMPLES TO OWNERS REPRESENTATIVE FOR REVIEW Atl'.) APPROVAL 2. MORTAR CEMENT FOR REINFORCED MASOtfiY SHALL CONFORM AS1M C1329-04. T'l'PC M OR S. PRE-81.ENOEO MORTAR IS ALSO ACCEPTABLE PR0'4'.:IED IT CCl,IFORNS TO ASTM C-270. 3. MORTAR FOR RO<IFORCEO MASONRY SHALL CONFORM TO ASTM C270-04, NPE M OR TYPE S. ~TAR PROPORTIONS BY VCUJME SHALL BC PER MORTAR PROPORTION TABLE HEREON. 4. NET AREA COMPRESSI~ STRENGTH Of CONCRETE MASONRY UNIT SHAU. BE 2,000 PSI. NET COMPRESSM: STRENGTH Of MASOtfiY 1111TH TYPE M Cf! S MORTAR SHALL BC 1,SOOPSL S. GROUT SHALL CONFORM TO ASTlil C-476-02 FINE GROUT. GROUT PROPORTIONS BY VCLUME SHALL BE: 1 PART ~~~~l=~TEB'ts"li~~:T~x1gc¼_10,;:; r:R:~~~EJ!t_LI~~~u~ ... -:Si~R1&i11t: STRENGTHOF2,000PSIAT280AYS.USEOFCOURSEGROUTMAYBEREOUESTEDINAOVANCEBYTHE CONlRACTOR IN 'flRITING FOR APPROVAL BY THE PRO.ECT ENGINEER. 8. GROUT SHALL BE PLACED IN ACCORDANCE 1111TH THE SPECIFICATION FOR MASONRY SlRUCTURES (TlilS 802-11/ACI W-~11{~~-~&1]~ ik C:COOJ~~ :A~~EB= ~~'t,,H~Nrr, ~\t:'-~loo1AL A MAxa.lUM CK 32 ON-CENTER. YIHEN THE GROUT POUR HEIGHT EXCEEDS S-FEET (SPEClnCATION SECTION J.2 F.). GROUT un HEIGHT SHALL NOT EXCEED S-FEET. 7. LAY BLOCK IN RUNNING BONO. UNLESS OTHERWISE NOTED. USE SPECIAL SHAPED UNITS FOR BONO BEAMS AT Tl£ ~=~ ~R~~ONJ"t .fo~EIW'-J= JOINlS CONCA~. FLUSH CUT .xllNTS SHAU. BE MAOE WHERE 6. ALL CELLS FOR MASONRY WALLS SHAU. BE num WITH GROUT Atl'.) AOEOUA my CUREO PRIOR TO BACKFIWNG. SEGREGATION Of GROUT MATERIALS SHALL BE AVOIOEO. AU. GROUT SHALL BE MECHNICALLY VIBRATED IN PLACE BEFORE LOSS Of PLASTICITY IN A MANNER TO FILL THE GROUT SPACE. GROUT Lins IN EXCESS Of S" SHALL UTILIZE CLEAN-OUTS. GROUTING Of ANY SECTION Of WALL SHALL BE COMPLETE IN ONE DAY 'MTH NO INTERRUPTIONS IN EXC£SSOfONEHOUR. MORT AR PROPORTIONS CEMENT UM< MORTAR CEMENT H"YDRATEO LIME OR LIME PUTTY 0~1/4T01/2 -k:MR1-1/♦T02-1/2 STATEMENT OF SPECIAL INSPECTIONS IN AOOITION TO THE REGULAR INSPECTIONS. THE O\W£R SHALL OFLOY A QUAUF£0 SPECIAL INSPECTOR IN ACCORDANCE 'MTH stCTION 1704 & 1705 Of THE 2019 CBC TO PERFORM THE FOLLO'MNG IIIORK: m<..llLI!OK 1.STRUCTURALCONCRETE 2. MASONRY "'" """"""' 1. SEf COOCBflf 5PEQN IMSPECJKlNS 1,1,81 E {CBC JZOS 3) 2. SEf¥ASONBrsemei INSPECDOOSU:RIE CCACJZO'!:fl J. SEf sou serne, INSPECDOO TABIE ('{;AC ]70:,§} 11ST OF ABBREYIATIONS AOOL AOOITIONAI... IO INSIDCOIAMElIR ARO! AROIITECT INV INIIERT 9C BCGINCURIIE lF UNE,\Lf'EET BEG BEGIN " "'" BOT BOTTOM La. LAYOUT LINE a. CENTERLINE MAX MAXIMUM OR O£AA MIN Mlta,jUM CMU CONCRETEWAsc»IRYl,HT NI'S NOTTOSCALE -~ OC ONCENTER CONT CONTIMJOUS PERF PERFORATED OIA OIAMETER Pl POtlTOf"INTERSECTION " "'" PL PROPERTYUNE EC ENOOJR'o£ PIIC POLYVIN'rt.CHLORIOE EF" EACHFACE R RAOIUS EG EXISlllfGIFIADC REINF RDNf"ORCEMENT ELEV ELEVATION SOR STANOAROOIMENSIONRATIO EW EAai WAY S1D STANOARO FG nNISHEOCiRAOE 1F" TOPOF"FOOTING FL FLOWUNE --F'S F'INISHEOSUftf'ACE TW TOP Of" WALL G8 CiRAOEBREAI< ,.. ,..,,_ HORIZ HORIZQ<ITAL UNO UNLESSNOltOOTHER'MSE I I I I I I I f4 • 2'-0" DOWELS O 1'-4" -GREASE TO PREVENT BONO HT HEIGHT \£RT 'o£RTICAL CMU WALL STEM EXPANSION JOINT DETAL I I STRUCTURAL DESIGN CRITERIA· RETAINING WALLS OESIGNEDINACCOROANCE'MTH: : ~~~IWo~ g.RI~ ~~E~l~~rJ: EOITIQII -CALTRANS GEOTECHNICAL MANUAL: SEISMIC DESIGN Of RCTAININC WALLS -ACI 318-14 r:sii:t~&"J't:1t 'MNORISKCATEGORY "MNO EXPOSURE CATEGORY Mi'sil/8'\Q~'f.J!~ ~ZJ.?a\PEB SQH 5 REPCRD: 1.0 RISK CATEGORY II LATITUOE: 34.288' LONGITUOE: 118.SfiT :;"" GROUND ACCELERATION (PCA): g:;~ SOI DESIGN OU& /PER SCWSBEPOBD-OESIGN BEARING PRESSURE LAlERALPASSI-.C :~~ ~~g.ENiNGLE, SOL ACTIVE PRESSURE 2000PSF (WITH1/31NCREASEFOR :~~TLOADINC) g.~(1.5FACTOROFSAFETY) .ll!PCF,LEVELBACKFILL 47 PCF, 2:1 8ACKF'ILL I I SEISMIC SOL PRESSURE ~ ~~ ~~~AINING > 6' Of SOL) LEVEL 250PSF"\£HICULARSURCHARGE SO PI.F PEDESTRIAN LIVE RAILING LOAO ! ii ~ ~ f1--,-----------,--,--....,..--,,......,= ~ .,,..,,,.,,---.-~---,,,----------,r:,,,,:,s,,ecN"'rn"""BY-TE_N_G_IN_E __ E_RI_N_G_R_f'J __ IE_W_E_O_B_Y_: __ T"""@------,------------------r-sP_EC_. -N◊-"T"--------------------,------t~ \I Stantec ,,:.:,Y V}AIG s,m_ ~ f1-+----------+-t--+---l ll270olNorteRoad,Suh200,Cammtlo,CA9J010 >--"'-----<--------Of __ ~ Ploooo9: {a(l6) 951-07(1$ CHEiEKfED BY; :-1~::o/~;~ WORKS OIRECTOR OATE ~~~NE~\RINg t-,=~~-1~ =~~EN:-:EER OA~ 1-::c=,:;-;;:c--lO:PIRATION ~TE 6-30-2023 DRAWING NO. ~ R.C.E.APP'OOATE R.C.E. 55238 (EXP.t./l0/2.0Z2) ----<l 751 WALL A AND B PLAN AND PROFILEPRINCETON AVENUEROAD STA. 1+56.63 TO STA. 10+00.0026PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098575 1o+OO 11+00 ! ~ J f1--,-----------,--,--....,..--,,......,= f1-+----------+-t--+----l R.C.E.APP'OOATE 12+00 13+00 1o+OO WALL A PLAN 11+00 TEMPORARY CONSTRUCTION EASEMENT 12+00 13+00 WALL B PLAN 14+00 CONSTRUCTION NOTES 0~.N~~F~~~Eo~~~~s.SHm 0~~:~_WALL DRAIN PER CALTRANS STANOAACI @i::~iiEJ{t~~T ~~R2~ ~R s~~L 0~.~~C~H:~ GUTTER RETURN PER OCTAIL =""'W=All~""'G"'~""~,;. "',~"',·R""'E~TU=',RN==l©r'~:-l ' I I~ SCALE: 1"-40' 575 570 565 560 555 5<40 ! ii ~ ~ ~ .,,..,,,,,---r-=---------r:,==::,---r---=----------r-------,------------------,--SP_EC_. -N◊-....,..--------------------,------1~ ~ Stantec DESIGNED BY ENGINEERING REVIEWED BY: @ PR DRAWN BY; "' ll270olMorteRoad,Suh200,Cammtlo,CA9J010 CHECKED BY; Pho,,s;{a(l5)951--o7(1$ PRIYATOSH RAY OA~ "' PROJECTENGINEER R.C.E."238 (ExP.t./l0/20Z2) ~ CITYENGINEER/PUBUCWCl!KSOIRECTOR DATE CWIIRKIMPE70701 O:PIRATION~TE6-J0-202J ENGINEERING PROJECT NO SHEET __ ~ <> o, __ ~ t-,=~~-1~ DRAWING NO. ~ ----<! 752 WALL H PLAN AND PROFILEPRINCETON AVENUEROAD STA. 5+24.65 TO STA. 8+99.7327PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098575 570 565 ! $ 560 ~ ~ 555 f l 550 8 1;; 545 ! 540 ? I I I ! ~ 10+00 / I/ I /512-0-1& 70 I 11+00 575 570 565 560 555 540 12+00 13+00 14+00 WALL H PLAN t • iS ft--,-----------,--,---,---,,---,==,,..,,,,.,,..""T"-.,,..--------,-,,==,,.-....,.--------------,-----"""T-----------------rS-PE_C_>_O_,--------------------,----~~ -SHEET __ ~ i 0 • o, __ ~~ i~-~"~'._ ___ ~""°'=~'"~~'----_.•~c.~c~~~-~o~o~•~;;J.. _ __,:__,, __ '-"';;;:;_;='--_..:;;;;.;,.;a==..:....--L----L-----------.J...-----..._ ________________ ~i=~~=IN=g=r=~g=·-'---------------------..::-=O-AA=-W=l-~=-=N-=0.=1i () Stantec DESIGNED BY ENGINEERING REVIEWED BY: PR ~ @ DRAWN BY "' 13270olNort.Rood.SuH200,Ccmdo.CAIW10 CHECKED BY CITY ENGN:ER/PUBUC wa!KS DIRECTOR ClATE ~{e06)9e1--o706 PRIYATOSH RAY O.&~ BEF DI.NIEL Kllil PC 70701 PRO.ECTENGINEER EXPIRATIONDATE6-J0-202J R.C.E.5'2Je {EXP. t,tyJ/2(122 ) 753 28WALL B PLAN AND PROFILEPRINCETON AVENUEROAD STA. 10+00.00 TO STA. 15+48.41PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098580 575 570 i $ 565 ~ ~ 560 f l g 555 ~ 550 ! ~ J f1--,-----------,--,--...,..--,,--,= f1-+----------+-t--+----l R.C.E.APP'OOATE 0 0 + ~ WALl( B PRO LE 15+00 16+00 17+00 18+00 ~-.. '-·v ... -~.::::::::;,,· I GRAOING LIMITS PR 19+00 20+00 580 575 570 565 550 545 CONSTRUCTION NOTES G)ctHSTRUCT WALL GUTTER PER DETAIL ·o·. SHEET J3,SEEPROF1L.EFORFLOV.UNEEL£VATIONS. SCALE: 1"-40' ! ii ~ ~ ~ ,,,..,,,,,---r-=---------,,,==::,---r---=----------r-------,------------------,--SP_EC_. -N◊-...,..--------------------,------t~ ~ Stantec DESIGNED BY ENGINEERING REVIEWED BY: @ PR DRAWN BY; "' ll270olMorteRoad,Suh200,Cammtlo,CA9J010 CHECKED BY; Pho,,s;{a(l5)951--o7(1$ PRIYATOSH RAY OA~ "' PROJECTENGINEER R.C.E,"238 (ExP.t./l0/20Z2) ~ CITYENGINEER/PUBUCWCl!KSOIRECTOR DATE CWIIRKIMPE70701 O:PIRATION~TE6-J0-202J ENGINEERING PROJECT NO SHEET __ ~ <> o, __ ~ ,-,=~~--~ DRAWING NO. ~ ----<! 754 WALL C PLAN AND PROFILEPRINCETON AVENUEROAD STA. 15+76.80 TO STA. 21+96.1529PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098158.67' PRo.ECT WALL 580 575 570 i ~ $ 565 a ~ ~ 580 f l 555 g ~ 550 10+00 11+00 ! ~ J SCALE:1"•40' •• f.1--,------------,-.,.....--.--~-!1--+----------+-+---l---l DESCRIPTION ll .00 """' WALL T'IPE 7 WALL C PROFILE 12+00 13+00 WALL C PLAN PRO\'IDEEXPANSIONJOINTS AT24'MAX.SPACINGPER DETAILA.SHE£T25 14+00 15+00 170.11' PRo.ECT WALL TYPE 1A EXIST.42" STORM DRAIN 16+00 Wfil .... 580 575 570 565 580 550 545 HORIZ.1"•40' 'IIRT.1" .. 4' PAalCEION A\£ WAU. Tl'P£ U,'IUH'll'ALLGUTTEFI, SEE DETAILS.SHEET:» CALTRANS ROUTE 118 ARROYO SIMI BRIDGE "LEFT" ALIGNMENT :: __________________ ROOlE\16_ -----::::::::::_::::------------835 -------------,---~------------------------------------~ "' '" ,,. "' '" ~ -------t-:---MO EXISllN(l I 1 ~ ~s~ Sl5 Bentffl I I ___ ..1 ___ l1· CALTRANS ROUTf1'1s ARROYO SIMI BRIDGE "RIGHT" ALIGNMENT CONSTRUCTION NOTES 0CONSTRUCT WALL GUTTER PER DETAl. "D", SHEET 33,SEEPROFILEFORR.D'lo\JNEEI.EVATIONS. @~~~-WALL DRAIN PER CALTRANS STANDARD ! ii ~ ~ ~ Stantec DESIGNED BY ENGINEERING REVIEWED BY: SPEC. NO -:c;;;:;-,-:;:;::-------,,~;;m";;;-,;,::;:::7.~::-:;:~:::7.:::::;:;:-:::::---T""------,,-------------------.-----.------------------------_J~ "' ~ PR DRAWN BY; "' ll27DolMorteRoad.Suh200,Cammtlo,CA9J010 CHECKED BY; Pho,,s;{a(l5)951-o7(1$ PRIYATOSH RAY OA~ BEF PROJECTENGINEER R.C.E."236 (ExP.6/l0/20Z2) @ ~ CITYENGINEER/PUBUCWCl!KSOIRECTOR ~ CWIIRKIMPE70701 O:PIRATION~TE6-J0-202l ENGINEERING PROJECT NO SHEET __ ~ <> Of __ ~ 1-----'~ DRAWING NO. ~ ----<! 755 WALL G AND J PLAN AND PROFILEPRINCETON AVENUEROAD STA. 9+25.73 TO STA. 19+26.6930PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098575 570 585 i go $ 580 ~~ ~ -~ . ~ 555 f l 550 g ~ 545 10+00 11+00 824.06' W"-'-G 0-,~-8 8 g ~ ! g ! ! -1 ! ;~ WA G PROFILE 16+00 17+00 SCATTER£oB1ilJSI, I WALL J PROFI -; I WALL J PLAN 1 I I 11+00 ""-22-075 \Iii Pfl:0III0EEXPANSIONJOINTS AT 24' MAX. SPAONG PER CALTR,'NS STO. PLAN 80-J. SEESHECTJ6. 12+00 SCALE: 1"-40' 575 570 -585 580 555 5<40 ! ii ~ ~ ~ .,,..,,,.,,---.-~---,,,----------,r:,,,,:,s,,eoN"'rn"""BY-TE_N_G_IN_E __ E_RI_N_G_R_f'J __ IE_W_E_O_B_Y_: __ T"""@------,------------------r-sP_EC_. -N◊-"T"--------------------,------t~ \I Stantec ,,:.:,Y ~ s,m_ ~ "' o, __ ~ ~Oolc:r-9S~Suh200,1'.anatlo,1'.,1,93010 1--,-,,-e<-ED-,Y-, -i-:--,a-"'-K::-~-/P-~-;r-,-_,--.,-ECl-◊-R DATE ~~~NE~\RINg ,-...,=~~ .... ~ =~~EN:-:EER OA~ 1-:::,c:;BE;:,F ,:;-;;:,---IO:PIRATION ~TE 6-J0-202J ORAWING NO. ~ R.C.E."236 (ExP.t./l0/20Z2) ----<l 756 WALL D, AND E PLAN AND PROFILEPRINCETON AVENUEROAD STA. 22+25.92 TO STA. 30+00.0031PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098590 585 580 i $ 575 ~ ~ 570 f FlNISHGRAOE l (80TH Sl)ES) g 585 ~ 560 555 10+00 ! ~ J f1--,-----------,--,--....,..--,,......,= f1-+----------+-t--+----l R.C.E.APP'DOATE WALL D PRQFILE 11+00 10+00 11+00 0 WALL D PLAN I I I 12+00 I \ I WALL E PROF LE 13+00 WALL E PLAN 14+00 15+00 18+00 590 585 580 575 570 565 560 555 CONSTRUCTION NOTES G)CCNsTRUCT WALL GUTTER PER DETAIL ·o·. SHEET J3,SEEPROF1L.EFORFLOV.UNEEL£VATIONS. 0~s~~ ~~~~~ 2~2': rr;: sr:J~L ORAINIMPR0-.0.ENTS. \ _y \ SCAL.E:1"•40' .. 80 ,20 ~ I : ii ~ ~ ~ .,,..,,,.,,---r-=---------r:,==::,---r---=----------r-------,------------------,--SP_EC_. -N◊-....,..--------------------,------1~ ~ Stantec DESIGNED BY ENGINEERING REVIEWED BY: @ PR DRAWN BY: "' ll270olMorteRoad,Suh200,Cammtlo,CA9J010 CHECKED BY: Pho,,s;{a(l5)951--o7(1$ PRIYATOSH RAY OA~ "' PROJECTENGINEER R.C.E,"238 (ExP.t./l0/20Z2) ~ CITYENGINEER/PUBUCWCl!KSOIRECTOR DATE CWIIRKIMPE70701 O:PIRATION~TE6-J0-202J ENGINEERING PROJECT NO SHEET __ ~ <> o, __ ~ t-,=~~-1~ DRAWING NO. ~ ----<! 757 WALL E PLAN AND PROFILEPRINCETON AVENUEROAD STA. 30+00.00 TO 33+87.5432PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098f l 8 1;; ! ? ! ~ 600 595 590 585 580 575 570 565 0 0 ~ 16+00 WALL E PROF'ILE 17+00 18+00 19+00 WALL E PLAN 20+00 600 595 590 585 580 575 570 565 CONSTRUCTION NOTES 0CONSTRUCT WALL GUTTER PER DETAIL "O", SHEET 33.SEEPROFI..EFORFLO'MJNEEL£VATIONS. t • iS i1--,-----------,--,---,---,,---,==,,..,,,,.,,.. ..... -.,,..--------===,,... ...... --------------.-----"""T----------------....----,--------------------,----~~ -SHEET __ ~ i 0 • o, __ ~~ f~•~"~'._ ___ ~"""'=~'"~~'----_.•~o.~c~~~•~o~o~•~"'------'--'--'-"'=='--...:;;;;.;,.;a==..:....--L----L-----------.J...-----..._----------------====----------------------'-=-='-AA=-w=,_~=-=N-=o.=1i () Stantec DESIGNED BY ENGINEERING REVIEWED BY: SPEC. NO PR @ DRAWN BY ~ "' 13270olNort.Rood.SuH200,Ccmdo.CAIW10 CHECKED BY CITY ENGN:ER/PUBUC wa!KS DIRECTOR ClATE ENGINEERING ~{e06)9e1--o706 PRIYATOSH RAY O.&~ BEF DI.NIEL Kllil PC 70701 PROJECT NO. PRO.ECTENGINEER EXPIRATIONDATE6-J0-202J R.C.E.5'2Je {EXP. t,tyJ/2(122 ) 758 WALL DETAILSPRINCETON AVENUE33PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098f ! ~ CONT W,._TERPROOflNG AT BACK r;E WAU. 6"T'l'PEIIBASE0~ ~~wCAr~Jf:r (3) f4 CONT (T&B) RETAINING WALL TYPE 1A DETAIL SCAL.£: 1· • 1' RETAINING WALL TYPE 18 DETAIL SCALE: 1· -1' H -7'-6• MAX 12" CMU SOI.JD GROUT SI.UMP STotE (2) f4 CONT IN TCl'EIONOB(AMS CABLE RAILING PER CAL lRAI\IS STANDARD DETAIL 811-47 RETAINING WALL GUTTER PER CALTRANS STANDARD DETAIL 83-6 CMU WALL ~ MOMINAL THICKNESS ACTUAL THICKNESS I MAX "0" (IIICHES) (ltfCHES) {INCHES) 7-5/8" 9-5/8" 115/8" 15-5/8" CMU VERT. REBAR PLACEMENT CD TYPICAL STEP FOOTING DETAIL -v~~~cur---1.~·--++--iE ;OOHC. BAARIER ""' ''""" _J_ '-~ ~ -L--\J___J_ t ,, ..CJ L---'-~ ~ NON-EXPANSIVE GR"'ULAA--{ giiJr;J i,----t-6" TYPE II BASE OVER COMPACTED SOIL PER GEOTECHNICAL REPORT RETAINING WALL TYPE 7 DETAIL SCALE: 1• • I' RETAINING WALL DRAINAGE -TYPICAL SECTION BACKALL / ;; _J, ; ' ~ '"" -~ ~ ' I ' ~ ~ g;r ,-; L--L--1-L--L--"' "' SECTION A-A SCAL£: HORZ: 1·-10· ~T: 1"•5' WALL J FOOTING DETAIL SCALE: 1" • 10' CD t ~ $.~~::::::::::::::::::::::::::::::~,--------.----------..-,,==,,..--,------------,-----"""T-----------------rS-PE_C_>_O_-,---------------------,----~~ -SHEET __ ~ () Stantec DESIGNED BY ENGINEERING REVIEWED BY: PR @ il--1--------------1----+-I----~ u • o, __ ~~ 0" ~~~NE~\Rl~g DRAWING NO. ~ ~ il!'~":!:.'L ___ _!!::~:::._ ___ J!::!:~:!:.!!.L:::!:J.._....:.!.:.::!:.::..._~:!:..:~~~~~~-'-.....L----L----------~-----..L----------------====----------------------'-=-=-=-=-=-=-=-::..i~~ ~ DRAWN BY u, 13270olNort.Rood.SuH200,Ccmdo.CAIW10 CHECKED BY CITY ENGN:ER/PUBUC wa!KS DIRECTOR OATE ~{e06)9e1--o706 PRIYATOSH RAY O.&~ BEF DI.NIEL Kllil PC 70701 PRO.ECTENGINEER EXPIRATIONDATE6-J0-202J DESCRIPTION R.C.E. "'" "" R.C.E.5'2Je {EXP. t,tyJ/2(122 ) 759 WALL DETAILSPRINCETON AVENUE34PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098f "" 12·0.c. 8' MAX s·CMu SCUD GROUT SWMPSTONE .. sc~I~r SLUMPSTON[ .. 16"CMU SCUD GROUT SLUMPSTONE CABL£ RAILING PER CALTRANS STANDARD DETAIL 811-47 RETAINING WAU. GUITTR PER CALTRANS STANDARD DETAIL BJ-6 """""'{ NON-EXPANSll.-t: // BACl<FlLL / 1 _J ; ' H -5' MAX ~ip~1 '7 1 :;. BJ~OC11>20~NE~ ~rTH , ('III-IICHEVER IS DEEPER, 6' MAX) , AT 1:1 PR0.£CTION F'ROM 80TTOM CF FOOTING ANO AS , DIRECTED BY GEOTECHNICAL , lf_ WHERE FOOTl,IG IS NOT FOI.MDED ------, ,ENGINEER RETAINING WALL TYPE 6 DETAIL SCALE: 1• -,· 4'-6 MAX 8" CMU SCUD GROUT SWMPSTONE H•B'MAX 3"-6" ~:iSi f4 AT 12" 0.C • CABLE RAILING PER CALTRANS STANDARD DETAIL 811-47 CONT WATERPROOFING ATBACkOFWAI.L { NON-~~~ // BACKFILL / _Ji ; ' RETAINING WALL TYPE 8 DETAIL ,· ... f4 CONT HORIZ \ (16-TOTALINFTG) COMPACT SUBCRAOE ' ✓-' ' '"71 ! ! ~ J f4CCl,ITHORIZ (&-TOTAL IN KEY) TO 95$RC f1--,-----------,--,--....,..--,,......,= f1-+----------+-t--+---l R.C.E.APP'OOATE IIIHEREFOOTINGl:NOTFOUNDED IN BEDROCI(, O't£REX TO DEPTH OfYOR1/2R[TAINEOHT ('MtlCHE'otRISOEEPER,IS'MAX) ~~~0£r&n:c~ AS DIRECTEDBYGEOTECHNICAL ENGa<IEER ii ~ ~ ® CONCRE~N.~T APRON ED ~ .,,...,,,.,,-....... -~......,,,------------,r-:,,,,:,s,,ecN"'rn"""BY-TE_N_G_IN_E __ E_RI_N_G_R_f'J __ IE_W_E_O_B_Y_: __ T""" ____ --,------------------r-sP_EC_No-"T"--------------------,------t~ \I Stantec ,,; ,Y V)A/G @ · s,,:== I ~ °"c:r-9S~Suh 200, l'Am:lilo, ti. iJOIO 1-C-HE-iEK-,ED-BY-, --i-:--,a-ENG-K::~~-/P-~-;r-, -_,--.,-ECT-◊-R DATE ENGINEERING 1--,=~~-I~ =~~EN:-:EER OA~ 1-::c=,:;-;;:c--lO:PIRATION ~TE 6-J0-202J PROJECT NO DRAWING NO. ~ R.C.E."238 (ExP.t./l0/20Z2) ----<l 760 WALL DETAILSPRINCETON AVENUE35PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098f ! ~ J H • fl' MAX 8" CMU SOI.JO GROOT SLUMP STONE , ;1 WHERE fOOTlNG IS NOT FOUNDED , 7, ~ e~ocfho=N: ~fTH , ('lll·IICHEIJER IS DEEPER, 6' MAX) , AT 1:1 PROJECTION FROM BOTTOM <F F'OOTl,IG ANO AS , DIRECTED BY GEOTECHNICAL ,ENGINEER COMPACT SU8GR.-.OE TO 95% RC RETAINING WALL TYPE 1 DETAIL SCAL..E:1"•1' 2'-0 MAX RETHT H • 13'-6" WAX 2"x4" CONT kEY-WAY (JONT SHALL BE CLEAN OF LAITANCE) CONT WATEFIPROOflNG TBACKOFW.t.U. 7'-6" M.-.X HT NON-EXPANSI',£ 4" PERF' PFE IN 12" ¥11DE CONT CAA~ WRAPPED IN FILlERfABRIC.cc»INECTTO ~~~TOR DRAIN TO "''""""~ 8A()(flll / ---·-7 _• -•~~~ ~ 1'-o· l COMPACT SUBGRAOE y TO 95X RC f----------6'-9" _________ -.; ¥!HERE FOOTING IS NOT FOUNDED IN~', BEDROCK, O'<£REX TO DEPTH CE Y OR 1/2RETAINEO HT('M·IICHE'v'ER IS RETAINING WALL TYPE 3 DETAIL DEEPER. 6' MAX) AT 1:1 PRo.£CTION FROM BOTTOM OF FOOTING ANO AS OIREClED BY GEOTECHNICAL ENGINEER CD SCALE:1"•1' 6' MAX .-cw, ~J'p~l H • 10' WAX •. 12"CMU ~t..°P~l f4 AT 12" 0.C. . I· -fu t. 2"x♦" CONT KEY-WAY (JOINTgjAU.BE CLEAN CK I.AITANCE) CABLE RAILING PER CALlRANS STANDARD DETAIL 811-47 "''""""{ NON-EXPANSIVE // BACKFILL / _Ji / 1 / rreJ:~~ / ~r~!'1~ ~~~01~ r+I~--~-+-~ ~':~~&~:er ro o"ruGHT 1•-0· ' '"71 f-----t,•_,.J _r-o· _ _____, ✓-' 1 "MIERE F"OOTING 1S:OT F"OUNOEO IN BEDROCK, OVEREX TO DEPTH 0F"3'0Rl/2RETAINEDHT ('MilCHE'l£RISDEEPER,t,'MAX) AT 1:1 PROJECTION FRDM BOTTOM ,X F"OOTING AND AS ~R~~~BYOCOTECHNICAL RETAINING WALL TYPE 4 DETAIL SCALE: 1• • 1' ! ii ~ ~ ® ~ .,,...,,,_,,.--.-(j---,,,----------,r-:,,,,:,s,"'cN"'co=BY-..----------------.-------,-----------------T"""----,r---------------------,,-----t~ ENGINEERING REVIEWED BY: SPEC. NO ...., Stantec ,,:.:,Y ,/"JJ/\ • . @ '""'-~ f 1--,-----------""".....-'-',..· _. _,·r--.--= LA V j/V ~ OF --~ ~Oolc:r-9S~Suh200,l'Am:lilo,tl,9JOlO 1-,-,,-e<-EO-,Y-, -i-:--,a-ENG-K::-~-/P-~-;r-,-_,--.,-ECl-0-R DATE ~~~NE~\RINg ,.....,=~~-1~ =~~EN:-:EER OA~ t=cc"cc' ,,..-,,,..--tO:PIRATION ~TE 6-J0-202J ORAWING NO. ~ f1-+----------+-t--+--l R.C.E.APP'DOATE R.C.E."238 (ExP.t./l0/20Z2) ----<l 761 WALL DETAILSPRINCETON AVENUE36PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098f ! ~ ij Fl H • 6' THROUGH 18' PILE FOOTING SECTIGN """" [.fl ""'" . .r, . WALL OFFSET ~ .., __ , __ .... 1.1 .. -.... ---~-.. ·----.. --Sfor-wil...i-->N"COLTIV-NS 50UNDW/IL-w.soNll'l'aOO:wrntlAIUll(~ON~n-WAll"-'-'"'"" ___ ,.._,._.,,.., ___..., .......... _.,._ ...... __ ______ .. __ _ --w ~""~ :::~~ --IJ'.(l',ullllGK!S _, -1·-0-,·-v r--v r-v ,·-o-o::"•---t---.';-.,-1-; 1-;;-•_;--r,--t;'.~+,".';-j;;~+,~ WALLS "G" AND "J" DETAILS NO. 1 ~ .... ,i::1v~ L -~~-·--... , .. ~'""'""'"·-~··· DETAIL A WALLS "G" AND "J" DETAILS NO. 2 OESIGN DATA 1ooo, ...... ,o._..o .. ~.,-.,,11;";;,o-"""''-., .. ,..,-o&i,...,_,.~ _...,_ .. , .... ,,,__.,«• (" r "•0-;-'T"•,1-• '""""'t-, ••W y.,. ... , ~~~ :;o : •c.,~:,., ..-c-, ................. , ... .. s.,,,,.,, .. ,.ococ,,.o,u,, ..... ,, . ..,.,-0.-. ""•l<>t// 0.1.NIC•1.ooE••1.00(o,,.ooos I-Ill --••I.W.••I ...... ---••>.00l••l.l1ll-O.-Oo1,oo«•1,00l••>.00l••>.OOCl:llo>.00l« o.1.ococ,1.001•••-""l•••.ooc1 , ... ~, , ... ~) 1, .. ,n,..--, ,.,_,,.. l••o •-Int...,,. l>O -eo ,_,,.. ......... 1 .... ,--....... ,-, ... RRIPGEDEIAII }•:i ! 1~ -, 11°"<:f'' ffl ; ~~ W~. ·~ ,.~ ............ ,.,_.....,, ___ , .................... , ... _ .. , ..... . Q[S!C>IIIOTCS1 ~ ,.,.'°.-.. , 24" CAST-IN-DRILLED-HOLE CONCRETE PILE .,.,..._ • ., .. u,1•••~"''"' Kt JO,Nt SU1.0lU"1,'<)IO ""-'-fN"<Nl:U,CU !H .. O'•O'",UK Y, RRIQGEPEBll }-1 ,a•--KDl"-•""'°•"'"''-Ut ..._ .. ,o,..,.,.,c..,.ss ___ ,u•"-~ttu•:;:•:,,,osu• ;,d BRJPGEPfI♦II }·6 •---•1"00 __ ,,. .. , ........ -11, .,,.,.._,.,..,,.,,, ... ,,«. :.::.,:::.'i.~,';';;;•~-.~•t , ... ~, __ ::,;;-::2~:~.,. t._ ... ,_..,_,.,._, .. ,,, .,,....,_,,..,, ............ ,_, -.,,.,_ "" ___ ,, .. ........ _.. ..... .,, .... _ ..... _ R" PSP AND PEBMEABI E MAIEBIAl WAI I EXPANSION IOINT w.<Bllilf El.Wlli>O filllilj ~ WEEP HPI E AND PEBYIOUS BACKfH l BRIQGEPEI.t.11 3-3 WAIi EXPANSION IOINIS AND WEAKFNfP Pl ANES .~: :.· JT.,:O'" .,_~ •• -..=~.-~.::--·t:::~'"/!, '·!..,z• .. ;:-~.-~ f~--~" .. ,'.:':';. 1' ::,::'."'°" ........ <---.... _.., .... _.,, .... ,., .... , .. -,u,., ·-···--'• ...... o ............ _,,,, ........ _, __ , ... , ................ -·-· .IO •• , .. ,.'°""'"'"" Yi"•-ANCCUtt•C• tO!MCOOOTO, TMCCH-U BBIPGE QEUH }·2 WEAKENED Pl ANES BRIDGE DETAILS t • iS i1--,------------,--,---,---,,--,==,,..,,,,.,,.. ...... -.,,..--------===,,... ..... --------------.-----""T----------------...----,---------------------,-----~~ -SHEET __ ~ i 0 • o, __ ~~ fi.;";.;;";;;.'._ ___ ==..=----=="--'-'-="'-------'.....r.--'-"'=='--_..:;;;;.;.,;a==..:..........L----L-----------.J..-----.._----------------====----------------------1.:=0-RA=-W=,_NG=-=N-=O.-=-,u () Stantec DESIGNED BY ENGINEERING REVIEWED BY: SPEC. NO PR ~ @ DRAWN BY "' 13270olNort.Rood.SuH200,Ccmdo.CAIW10 CHECKED BY CITY ENGN:ER/PUBUC wa!KS DIRECTOR OATE ENGINEERING ~{e06)9t'1--o706 PRIYATOSH RAY O.&~ BEF DI.NIEL Kllil PE 70701 PROJECT NO. PRO.ECTENGINEER EXP!RATIONDATE6-J0--202J DESCRIPTION R.C.E. "'" °"'' R.C.E.5'2Je {EXP. t,tyJ/2(122 ) 762 SIGNING AND STRIPING PLANPRINCETON AVENUESTA. 1+00.00 TO STA. 20+00.0037PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098f I I ~J.--_ -~-1J9J1 PRINCETON AVE. -------------------'-=--::-::=:::;r:::::--:----~----------------------' --------------------\ --------------------t \--------------' PRINCETON AVE. / f "' ~ '6 \ l ~ t SCALE:1'•40' GENERAL NOTES 1.AU.CatFUCTINGPA\IEMENTWARKINGSSHAU.BEREM0',£0 BYSAN08LASTINGAN08ES£ALEO'MTHANSSIEMULSION. 2. AU. PA-.aAENT MARKINGS AND SIGNS SHAU. BE INSTALLED PERTHECALTRANS2018STANDARDSPECIF1CATlONSAND STANOAFIOOETAILSORASMOSTREctNn.YREVISEO. J. ~~~~~~~~5u~~~U~{.5ER~~ NOlEO ON PLAN. ALl. LANE LINES SHM.I. BE PAINT (2 COATS). 4, ALLSIGNNUM8CRSREFEATOTHECAUrORNIAMUTCO, CURRENTEOITION. LEGEND :~~SIGN, ON NEW POST UNLESS OTHER'MSE 0 INSTALL SIGN NOTED @ INST"1.l.PA-.£MENTMARl<INCSMOTEOPERDETAI. : J~TE STANDARD PLANS A20A, A20:l, A20C INSTALLPA\IEMENTLEOENOSHOWNPEROETAIL OIISTATESTANO.t.ROPI..ANSA24A,A24C&.A240 INST.t.U. 12" SOLID "1-IITE LIMIT LINE INST.tJ.l. 12" SOLID WHITE CROSSWALK (10' O.C.) INSTALL 12" SOLID WHITE CHEVRONS {20' O.C.) SANOBLAST/REMOVEEXISTING/CONFUCTING PA\IEM[NTM.t.RKINOS ~~~VE EXISTING SIGN ANO REPLACE ONTO NEW REMOVE ANO SALVAGE EXISTING SIGN COMPLETE INSTALL81KEI.ANESYM8Ct.ANOARROWPER CALTRAHS STANDARD Pl.ANS A24A-" A248 ~f,1~R~~lt::~ PER CAI.TRANS . ~ %1-"'T"----------.--,--,--,,-----,---,--,,,.---------r:::==,,--.---------------,-------r-----------------r,-PE-C-.N-O-.--r--------------------,-----1~ . ---~ f 0 • o, __ ~ I --• ~ PROJECT NO. DRAWING NO. ~ !-----B () Stantec DESIGNED BY: ENGINEERING REVIEWED BY: GCS ~ @ DRAWN BY: ,. 111Eml~Slrool Sanlollortau,Cl.93101 CHECKED IJ'I': CITY ENGN:ER/PUBUC WORKS DIRECTOR OATE Phonr. {805) SIISJ-11532 OERDIYSALTS QA~ 005 DI.NIEL KIW PC 70701 PRO.ECTENGINEER APPROVED BY: EXPIRATIONDATE6-J0-202J R.C.E. "'" m: R.C.E.l$04e8 {EXP. 8/YJ/22) 763 SIGNING AND STRIPING PLANPRINCETON AVENUESTA. 20+00.00 TO END38PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098\I 14221 PRINCETON AV£. \ r----------------i---------------\ I , __ J I CITONAIIE. I f 1♦281J>Ra.lCE T-----7 /---------~-l l ' ' ' \ ' ' ' \ \ l ' ' \ ' \ \ l ~ t ~ -N-! SCALE:1"•40' .. GENERAL NOTES 1. AU CONFLICTING PAIIEMENT MAAKINGS Sl-l"1.1. BE REMOVED 8YSAN08LASTINGAN08ESEALEO'MTHANSSIEMULSION. 2. AU. PA\64ENT MARKINGS AND SIGNS SHALL BE INSTALLED PER THE CALlRANS 2018 STANDARD sPEOFlCATIONS AND STANDARD DETAILS OR AS MOST RECENTLY REVISED. 3. AU. PA\64ENT l£GENDS. CROSSWAl..l(S. LIMIT LINES AND otEWONS SHALL BE lHERMOPI.ASTIC UNLESS OlHERWISE NOlED ON Pl.AN. AU. LANE LINES SHAU BE PAINT (2 COATS). 4. AU.SIGllNUMBERSREFERTOTHECAUFORNIAMUTCO, CURRENTEOITION. LEGEND EXISTINGSIGN :~~GN, ON N[WPOSTl,N<ILESSOTHER'MSE CJ? INSTALLSIGNNOTEO @ INSTAU. PA-.olEIH MARl<INGS tfOTED PER DETAIL ON STATE STANDARD PLANS "20A, A208, A20C & "200 (§) ~T:tt,?:.::r~IiJR~JiH= ~ER .u°MAIL ® @ @ © @) INSTALLPA~ENTLEOENOSHO'lotlPEROCTAIL ON STATE STANDARD PLANS "24A, A24C &: "240 INSTALL 12" SDI.JD WHITE CROSSWAU( (1D' O.C.) INSTALL 12" SDI.JD WHITE CHEVRONS (20' O.C.) STREET NAME SIGN REMOVE EXISTING SIGN AND REPI..ACE ONTO NEW pos, REMOVE ANO SALVAGE EXISTING SIGN COMPLETE INSTALLBIKCLANESYM80LANOARROWPER CALTRANS STANOARO PLANS "24A a; A248 ~f~~R~~l'-1::~ow PER CALTRANS () Stantec DESIGNED BY: ENGINEERING REVIEWED BY: GCS @ SPEC. NO. ~ {~:::::::::::::::::::::::::::::::,-----,---,-----------===,,,... ..... -----------.-------.-----------------.-----r---------------------r---,~ -SHEET __ ~ ~ DRAWN BY: ,. 111Eml~Slrool Sanlollortau,Cl.93101 CHECKED BY: CITY ENGN:ER/PUBUC WORKS DIRECTOR DATE Phonr. {805) SIISJ-11532 OERDIYSALTS QA~ oos DI.NIEL KIM PC 70701 PRO.ECTENGINEER APPROVED BY: EXPIRATIONDATE6-J0-202J R.C.E. "'" m: R.C.E.eo4e& {EXP. 8/YJ/22) ENGINEERING PROJECT NO. il--1------------1----+-I---~ ~ • o, __ ~ [ DRAWING NO. ~ 1-____ ; 764 39TITLE SHEETIN PARTNERSHIP WITHPRINCETON AVENUE WIDENINGCITY OF MOORPARK PUBLIC WORKS DEPARTMENTWATER IMPROVEMENT PLANVENTURA COUNTY WATERWORKS DISTRICT NO. 1PUBLIC WORKS DEPARTMENTCITY OF MOORPARKWATER IMPROVEMENT PLANENGINEERING DIVISIONPRINCETON AVENUE7711/30/2121-ML-11098Type text heref LIST OF DRAWINGS 39. TITLE SHEET 40. SHEET INDEX, GENERAL NOTES, LIST OF ABBREVIATIONS, AND LEGEND 41. PIPELINE PLAN & PROFILE STA 2+06 TO 10+25 42. PIPELINE PLAN & PROFILE STA 10+25 TO 20+00 43. PIPELINE PLAN & PROFILE STA 20+00 TO 29+50 44. PIPELINE PLAN & PROFILE STA 29+50 TO 34+30 STANDARD PLANS ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE VENTURA COUNTY WATERWORKS DISTRICT 1 WATER CONSTRUCTION STANDARD PLANS (SEE APPENDIX OF SPECIFICATIONS) VCWWO STD PLAN NO. TITLE W-1 TRENCH DETAILS W-2 VALVE BOX INSTALLATION W-3 AIR AND VACUUM VALVE INSTALLATION 1" AND 2" W-5 1" WATER METER SERVICE INSTALLATION W-6 2" WATER METER SERVICE INSTALLATION W-7 3" OR 4" METER ASSEMBLY PLAN ANO PROFILE W-9 FIRE HYDRANT INSTALLATION W-10 4" BLOW-OFF INSTALLATION W-13 DOUBLE DETECTOR CHECK VALVE W-14 1" OR 2" REDUCED PRESSURE BACKFLOW DEVICE W-15 CUT-IN TEE FOR PVC, AC, AND DI PIPE W-16 PIPE ABANDONMENT W-17 METER BOX CLEARANCE DETAILS W-18 UTILITY UNDERCROSSING DETAIL W-19 THRUST ANO ANCHOR BLOCK DETAILS ff_~\~ -r LOCATION MAP N.T.S. ---' n~~-' BEFORE YOU DIG ;:: __ '1below. ,,,,. ... .,, Q-VENTURA COUNTY ; --.. ~,~"""=.,~~=·o---c· ~«-~-"""'--WATERWORKS DISTRICT NO. 1 -......:!!!:'!:!:dig. • a F;;;;;;;====;;...-----,--,--,--,,-----,-..,.-~--,,---------.e:,,e,s,c"N"'rn""BY,,.-+E-N-G-IN_E_ER_I_NG_R_f'J __ IE_W_ED_B_Y_: --1------+----------------+,-,,-,-. N-◊-..--------------------..------1~ VI Stantec '"::',Y @ '""'-~ "' o, __ ~ ~,=~ Santo Barbara, CA 93101 CHECKED BY; :-1~::o/~;~ wa!KS DIRECTOR DATE ~~~NE~\RINg ,-,,~RA-.-, .. ~NO~. -1!i1 :;rs::EER OA~ 1-::cc::005=-::c---iO:PIRATION ~TE 6-J0-202J ~ L:::::J.. ___ ...,::°':::::::""':,;'TI;:°";_ __ ..J::"::·'·:;_E.::Af'P:;:;,,::.'DL.:0:::"':J..-_;;;;;;;; __ ~«::,e;_:, -::::::...__;(::;E>:;;P,_::e/J0=/7>.::_:)_...J. ____ L.. __________ ..L. _____ ,L. ________________ L;;==;;;;.,1-------------------...J====l<I 765 PUBLIC WORKS DEPARTMENTCITY OF MOORPARKWATER IMPROVEMENT PLANENGINEERING DIVISIONPRINCETON AVENUE7740SHEET INDEX, GENERAL NOTES,LIST OF ABBREVIATIONS AND LEGEND11/30/2121-ML-11098Type text heref WATER GENERAL NOTES: 1. ~GU~&fA~U~~:~~~~K~NC:i~f1JE,_'MTH THE RULES AND 2. CONTRACTOR SHALL COCWl:OINATE A PRE-CONSTRUCTION MEETING WITH DISTRICT AT I.EAST 4 WORKING DAYS PRIOR TO THE START Of CONSlRUCTION. J. CONTRACTOR SHALL NOTFY THE OISlRICT AT (805) 378-3000 AT I.EAST 2 v.QRKING ~!~ 'TI~ If :~~r Jrou~~r!°~~O: ~C:Mi;f :i~N~J f~~T ro EXISTING CUSTOMERS, CONTRACTOR SHALL GM: THE DISTRICT AT LEAST 14 WOAl<INC DAYS AOVANCENOTICE. 4. CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT AT (800) 422-4133 OR 811 ~~~u~~~: ~~~Jln~ASTAN~ =ri!N~/~s:~~M~C::C::.~ PRIORTOTHESTARTOFCONSTRUCTION. 5. CONTRACTOR SHALL PRO\IIOE THE DISTRICT AT LEAST 4 SETS Of Sl.18MITTALS OF ill MAlERIALS TO BE USED, INa.LJDING CUT Sl£ET ANO CONSTRUCTION SCHEDULE. CONTRACTORSHALLNOTCOMMENCEWORKUNTILTHESUBMITTALSAA£APPRO'<m8Y THE DISTRICT. 8. CONTRACTORSHAU.POTHOLEEXISTINGW-'.lERUNESATALLPl»ITSOfCONNECTICl<l.lf ~~ M~ANF~I~~~ ~&.U~ ~JR~~v.:~~1:i==Jl:ci ~~K SHALLBEUSCO.Ol~OSEOfACPIPEINACCOROANCEWITHAPPUCABl.E REOUIREMENTSANOCOOES. 7. SEPARATION BE'f'IIIIEEN WATER & SE'IER LINES SHAU. BE PER REQUIREMENTS Of CALIFORNIA STATE WATER RESOURCES CONTROL BOARD. a. ~~clN5Ji~gie:;:~ ~at~~~1xi~~~~:fu:L~:J:-CORPMATION 9. WATER PIPES SHALL BE PVC AWWA C900. DR18, EXCEPT AS NOTED. 10. ALLOWABLE DEFLECTION HlR PIPE JOINTS SHALL BE NO MORE THAN 1/2 Dr THAT :~~= ~~:ts M~g~:g· ~EN~&rl~: :i~~ll:fu~~ IS NEGOTIATE CURVES. II. ~Jg:~ Dl~isT~~i~:!-TS BE:SH~ T:::T~~D ~JU~~~-~~r or THE WATER CONSTRUCTION STANDARDS. EXCEPT THAT MECHANICAL RESTRAINT JOINTS SHALL BE USED IN LIEU or THRUST BLOCl(S. FIRE HYDRANTS SHALL 8E ~1b!~-~bN2,c.,,!tiloiJ~ES JC»IES J-376D OR EOUAL Sll8STilUTED H'IORANTS SHALL 12. ~~N~ ~~ ~P~~~LE~othJ:~~~ ~E....J~l~°i~NlfN-'to.JONTS TO 13. PIPC SUPPORTS ANO CONCRETE SlA8S ARE REQUIRED FOR BACl<FLOW PR~TION DE"1CES1-INCHORLAROERIN SIZE. 14. FOR PVC WATER UNES, PIPES ENTERING ALL FITTINGS ANO VALVES SHALL HAVE A ~fTH_.JF v:r.ts~.,,t_TI::ESe:fu> Pl~ ~~TER, BUT SHALL NOT 8E LONGER THAN 15. WATER METER SERVICES SHALL 8E INSTALLED PER PLAN w-, OR W-6 or THE WATER CONSlRUCTlONSTANDARDS. 16. 4 INCH PERMANENT BLOW-OFTS SHALL 8E INSTALLED PER PLAN NO. W-10 or THE WATER CONSTRUCTION STANOAROS. 17. ~Ei~~ONN'Jfu>SH~ r: ~[ THE CENTERLINE or WATER UNES EXCEPT 'MiERE l8. ~cr.-r .,,:~~6~AR~rp~~~AR~~;:,TH~::. ~s:i~~crl1~~~E 19. :!Rri~! SHALLBESIJBMITTEO THECOSTorSOILS 20. DISINFECTION SHALL BE IN ACCORDANCE '1111TH SIJBSECTION 306-9 or THE COUNTY or VENlURA STANDARD ~ECIFICATIONS. 21. CONTRACTOR SHALL NEATLY MARK UP A SET or PROJECT PLANS TO SHOW ALL CORRECTIONS. CLARIFICATIONS AND CHANGES. AS-BULT DRAYIINGS SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO ACCEPTANCE or WORK. 22. CONTRACTOR SHALL ASSUME SOL£ AND COMPL.£1E RCSPONSIBIUTY FOR J08 SITE CONOITIONSDURINGTHECONSTRUCTION.INQ.UDINGSAFETYorALLPERSONSANO PROPERTIES. THIS REQUIREMENT SHALL APPLY CONTINUOUSl..'1'. ANO NOT 8E LIMITED TO NORMAL v.QRKING HOURS. 23. ALL EXISTING WATER UNES SHALL BE PROTECTED IN PLACE ANO REMAIN IN OPERATION UNTIL NEW PIPELINE IS CONNECTED. 24' ~1~ Pl:~ c:N~:-r:1i~ ~~G~ ~~-N1;.r~J~~i~ ~~io:r ~~LL ~,:N~~6B~~~A~tl ~EJ>TI6N~E~~W·D:ll:~A~ Nfili=~~OR THAN Ii COI..LARSMAY BE USED. BENDING or THE PIPE TO CREATE CUR\'E SHALL NOT BE AU.OVEO. 'MiERE CURVES CANNOT BE ATTAINED BY THE DESIGNATED METHOO. USE BENDS or 90. 45. 22 )ti OR 11 )Ii DEGREE ANGLES IN CONJUNCTION WITH PULLED JOINTS, CAUTION: UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED 8Y THE OWNER OR THOSE SHOWN ON RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION ANO EXTENT. THE CONTRACTOR, BY ACCEPTING THESE PLANS OR PROCEEDING 'MTH IMPROVEMENTS PURSUANT THERETO, UNDERSTANDS THAT THEY AGREE TO ASSUME LIABILITY, ANO AGREE TO HOLD THE UNDERSIGNED HARMLESS FOR ANY UASIUTY FOR DAMAGE RESULTING !'ROM THE EXISTENCE or UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNOERSIGNEO, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THAT REPORTED OR SHO'MII ON RECOROS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE Ov.t-lERS or THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING TO WORK. INDEX MAP SCALE; ,·-200· SURVEYOR'S NOTES BENCHMARK BENO-IMARK:37-19 1971 ElEVATION:532.28.J -.otlURA COUNTY l!ENCHMARK NO 37-19, IN THE CITY or MOCfi:PARK. A BRASS CAPPCO MONUMENT, SET FWSH IN CONCRETE or CATCH BASIN ON EASTERLY SIDEorSPRINGSTREET.60.0"tfORTHERLYor ~~~i: ~~~~J.A~FIC~~~N~rJi°":o HIGHSTREET{FORMERLYLOSANGELESAVE.) BASIS OF BEARINGS THEBASISorBEARINGSFMTHISSIJR'v£YISTHE CALIFORNIA COORDINATE SYSTEM NA083 ZOt£ 5 (EPOCH 2007.0) AS OETERNINEO LOCALLY BY AUNE BET'lotEN CONTINUOUSGl.08ALPOSITIONINGSTATlONS(CGPS) AND/OR CONTINUOUS OPERATING REFERENCE STATIONS (CORS) t.F'M'.> & TOST BEa,iG SOUTH M' :zo• 10" EAST AS DERl'-C> FROM GEODETIC VALUES PU8USHEO BY THE CALIFORNIA ~ATIAL RErERENCE CENTER (CSRC) ANO/OR THENATIONALGE00£11CSUR\IEY(NGS),RESPECT1\'El.Y. LEGEND A FIRE HYDRANT 0 EXIST. MANHOLE GUY Q---o STREET LIGHT 0 LIGHT w ® WATER VALVE ~ ® GAS VAi.VE ev□ ELECTRICAL VAULT WATER METER WTRVLT D WATER VAULT o, D GAS METER SIGN ----PROPOSED WATER PIPE EX. GAS LINE EX. SE\lo£R UN£ EX. WATER LINE EX. STORM DRAIN EX. ELECTRIC EX. Ca.lMUNICATIONS/TELEPHONE EX. OVERHEAD WIRE EX. OVERHEAD ELEC PROP. JOINT UTILITY TRENCH EX. GROUND ELEVATION --75 -INOEX CONTOOR INTERMEDIATE CONTOUR ~ ------R.O.W. / EASEMENT ----EX. EDGE Of PAVEMENT CL/CONSTRUCTION LAYOUT LIST OF AC OR ASPH. ACP APPROX ASTM AWWA BC BLOG CB CLR. CMP CONC. CONT. CPL~S ooc 01 E EA. EC ElEC El.EV. OR EL ELL """ ENTC EP EX. OR (E) r.r. FH FlG. FL FM FT. G.C GM GPM CV HOPE "' ,cL HP GAS ICV 1.0. INT INV. IRR. LAT L.F. ABBREVIATIONS ASPHAI. T CONCRETE M" MANHOLE AS8ESTOS CEMENT PIPE MIN. MINIMUM APPROXIMATE MJ MECHANICAL JOINT AMERICAN SOCIETY FOR TESTING N.C NORMALLY Q.OSEO & MATERIALS NO NORTH AMERICAN WATER WORKS ASSOCIATION NO. NUMBER BEGIN CUR\'E NOS. NUMBERS BUILDING NlS NOT TO SCALE CATai BASIN o.c ON CENTER CLEAR/CLEARANCE 0.0. OUTSIOE DIAMETER CORRUGATED METAL PIPE P.E. PLAIN END CONCRETE PL PLATE CONTROL OR CONTINUOUS Pl! PRESSURE REDUCING COUPUNG(S) PS POUNDS PER SQUARE INCH DOUBLE OETECTOR CHECK PT. POINT DROP INLET OR DUCTILE IRON PVC POL YVIN'1. CHLORIDE EAST RAO. RADIUS EACH RCB REINFORCED CONCRETE BOX ENO CURVE RCP REINFORCED CONCRETE PIPE ELECTRIC R<L REL\TIVE ELEVATION REQ'O REQUIRED ELBOW RMS RESTRAINED MEaiANICAL JOINT ELECTRIC MANHOLE R.O.W. RIGHT Of WAY ENO NON-TANGENT CURVE RT RIGHT EDGE Of PAVEMENT S.C.E. SOUTHERN CALIFORNIA EDISON EXISTING SCH SCHEDULE FINISHED FLOOR sco SEWER a.EANOUT FIRE HYDRANT SOM, STORM DRAIN MANHOLE FIGURE SE. SANO EQUIVALENT FLANGED SER' SERVICE FORCE MAIN '"" SEWER MANHOLE FEET SPECS SPEOFICATIONS GM.I.ON SPPWC STANDARD PLANS FOR GAS METER PUBLIC WORKS CONSTRUCTION GALLONS PER MINUTE (LATEST EDITION) GAS VALVE ss SANITARY SEWER HIGH DENSITY POL 'YETH'1.ENE PIPE ST~ STATION HORIZONTAL FEET STI> STANDARD HYDRAULIC GRADE LINE sn. STEEL HIGH PRESSURE GAS PIPELINE TEL TELEPHONE IRRIGATION CONTROL VALVE THK. THICK INSIDE DIAMETER ™" TELEPHONE MANHOLE INTERSECT TYP. TYPICAL INVERT UBC UNIFORM BUILDING CODE IRRIGATION UNK UNKNOWN LATERAL UPC UNIFORM PLUMBING CODE LOAD FACTOR VCW'lfJ VENTURA COUNTY WATERWORKS DISTRICT I LT LEFT W/ ~TH MAX. MAXIMUM "" WATER METER MFR MANUFACTURER WATER VALVE Q. VENTURA COUNTY ; WATERWORKS DISTRICT NO. 1 :: . ~ t--r-----------,--,-..,..-,,-----,--,--~-,,---------.e:,,e,s1G"N"'rn""BY,,.--t-E-N_G_IN_E_ER_I_NG_R_f'J __ IE_W_ED_B_Y_: --1------t-----------------t-s-,,-c-. N-0-..---------------------r----1~ VI Stantec ,R,::',Y @ '""'-~ 111Eat'o1dorlaS1r..t. Santoear11ora.CAe3101 LA or __ ~ "'-: (~) 9$H512 CHE~D BY; :-1~::o/~;~ WORKS DIRECTOR DATE ~~~NE~\R'Ng ,-,,~ .. -.-,NG~NO~. -t !i1 :;Ts::EER DA~ 1-::c=,:;-;;:c--lO:PIRATION ~TE 6-30-20:zJ ~ i.::::::J.. ___ ...,::":::::;:""':.;"::"":.... __ ....:R;:.c·:;.E.::""':;:;,,::.·oL.:o:::"':.L-...;;;;;;;; __ ~•c:;:.,:;.:· .,_::::::......;<::;":;;P·_::•IJ0=/7>.::..,:>_....1 ____ 1... __________ ..1.. _____ .L. ________________ 1.;;;==;;;;.,1-------------------....l====l<I 766 41STA. 2+06 TO STA. 10+25PUBLIC WORKS DEPARTMENTCITY OF MOORPARKWATER IMPROVEMENT PLANENGINEERING DIVISIONPRINCETON AVENUE7711/30/2121-ML-11098I ~ ~ f l g ~ i ? 560 555 550 545 540 535 530 525 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 CURVE 8"'AW#. C900Q.2J5DR18PVCPIPE 9+00 10+00 II) N 11+00 CONSTRUCTION NOTES 560 555 550 545 540 535 530 525 HOR1z.1··-.a VERT. 1"•4' 0 =H Nt~. lrJ~i.! ~. AW#A C900 a. 2J5 DRIB PVC PIP£ PER 0 ~iTR~T~ll'it,~ UJW~~tlu"rftER~ Jn~~-PLAN 0 ~N~~ AN:i~J~ r AIR ANO VACUUM VM.Vf. PER ~MIIO NO. 1, © ~~ ~~ ~~~N~~E~N~~v=~~~~ ~~~ ~ ~ 1, STD PLANS W-1 ANO W-5 OR W-6. INSTALL PIPE ADAPTER 'M-IERC ~~C;~~E=E~~tE DISSIMILAR. COOROIN.\TE 'fllTH -.<:WWO 0 ~~N~xi;,~c Nfw ~;'~ijcl~ciNLAfsE. N~~ AN~c~~J5 ENDS WITH SLURRY PER~ ~ECll'ICATIONS. © ~~;y;~~J~~t~~~=0:o~r:os © rJN~~~lST~.l'l:oH:.~T ASSEM8LY PER VCWV() NO. I, @) ~c:!~AN~INEir,:~,)1~~,~)rM8~~~i :~ ri,ro.<~) ~~ ~~iri~.NCRETE THRUST Bl.QC!( PER VCWV() NO. I, S1D @ ~~5~1 ~DI~~ ~%-~~\:~8S4-~1f.4 ;~~~ SW:Vf. @ ~~,;,~~ :J~,.r::;:s~~w str:c,tta:R= :,.TH,~2JJ" PLAN W-19. PULL 1/2 REM,-INING ANOU: EACH SIDE Of JOINT. LINE TABLE @ ~~~~ STORM DRAIN PIPE TO BE REMOVED. SEE DEMOUTION PLAN "."', •• ~~,.',",~.DISTANCE CURVE OElTA RADIUS LENG1H I @) ~~:sc~t!J~!~~-~R~:~Jx~~)N~;:'~ ~ '-,..,.,., Ct 24"39'Z2" Pl.ANS W-2 ANO W-19. RECONNECT TO EXISTING OOU8LE DETECTOR ·1~ '-' ,,_,,.. ,,.57 c, ,,.,,,,-"''·" 282•99 ..._ '"'" "'" eomo • '°""" ""'"' '""""" ~: 1.3 N34'29'07"c 178.9& )t1: ; Q L4 N6&"1&'49"E 14-4.7~ / ' ""'-"'"ECTIOO<S ro OOSTI,O "OUTI<S '""''°''° COSWM"' """""• TilE i . •. VENTURA COUNTY sc= ,-• .,~ CONTRACTOI: SHALL POTHCt.E AND 1DCNT1N THE MATERIAL. size Ml'.l T'rPC ~ 1--!.._ ~~~~c~~P~1~ ~~o~~~c"~t~~L/cf:~N~~~AR~~E~,."'!.o j WATERWORKS DISTRICT NO. 1 ::~1-;cTHS:=.•~01;.,,E~t01:~if~:cR;:~~~Ns ARE APPREOABLY .., 40 120 t--r-----------,--,-...,...-,,-----,--,--~--,,--------.e:,,e,s,c"N"'rn"'BY,,....-t-E-N_G_IN_E_ER_I_NG_R_f'J __ IE_W_ED_B_Y_: --1------t-----------------t-,-e,-,-. ,-◊-..--------------------..-----1~ v,Stantec '":" @ '""'-~ 111Ellll'o1dorlaSlr..t. SanloBarbora.CA93101 LA Of __ ~ ..._, (~) 9~ CHEC::D BY; :-,~::o/~;~ WCl!KS DIRECTOR DATE ~~~NE~\RINg t-,O~RA-.-, ... ~..,~. -1!i1 = s::EER DA~ 1-::c=,:;-;;:c--lEXPIRATION ~TE 6-J0-202J ~ L:::::J.. ___ .....:;•"°":::::;:;_;PTI;:°":.,_ __ ..J::'::·'·:;_El.:Af'P:;:;..::,'DL.:0:::"':J..-_;;;;;;;; __ ~•c.£.:;:;.:..,_::::::.,__;(:::DP:;_;,_::•/30=/7>.~)-....I.----L..----------...I..-----.L.----------------L;;==;;;;..I-------------------...J====l<I 767 STA. 10+25 TO STA. 20+00PUBLIC WORKS DEPARTMENTCITY OF MOORPARKWATER IMPROVEMENT PLANENGINEERING DIVISIONPRINCETON AVENUE774211/30/2121-ML-11098575 570 565 560 555 f l 550 g ~ 545 ~ " i 540 ? 10+00 11+00 12+00 LINE TABLE ~E I 8EARtlG I DISTANCE L4 IN6616'49"EI 144.75 1.5 I N6&'16'4-9"E I 261.22 L6 ISB9'30'M"EI 289.02 13+00 14+00 z \ (E)TELEPHONEVAULT CONC SIOCWAUC (NP) CURVE TABLE ct.ft-.£1 DELTA IRADIUSILENGTii CJ 110"53'15"1250.00I 47.51 C4 l10'SJ'15"l250.00I 47.51 C5 l2412'17"l714.00IJ01.63 15+00 16+00 17+00 18+00 -1-~·-.J,, '-"-<~~.,.,..,----.(-I (ABO r,-:.__: ·~ 7 I I 19+00 0 + 0 "'"' .... <( ::c 0 ~ 2 20+00 ,<~ CONSTRUCTION NOTES 575 570 565 560 555 550 545 540 HOR1z.1··-.a VERT. 1"•4' 768 STA. 20+00 TO STA. 29+50PUBLIC WORKS DEPARTMENTCITY OF MOORPARKWATER IMPROVEMENT PLANENGINEERING DIVISIONPRINCETON AVENUE774311/30/2121-ML-11098I ~ ~ f l g ~ i ? ~ ~ 580 575 570 565 560 555 550 545 \ "' '!. 20+00 1 ,.11<::,•--,.,..~-/4 ~ t \1 \ 27T'!'PE2 SR 118 N/B {RIGH) ,....,,, , .. RRYBACKFlU. 21+00 22+00 23+00 . ~ :z: \ ~-----~ ~-------~ LINE TABLE CURVE TABLE UNE BEARING DISTANCE CURVE OEl.TA RADIUS I.ENG1M L6 S89"30'54"E C6 43'07'13" L7 S46"23'41"E 20.98 C7 42"24'42" 457.96 338.99 L8 S1'2.r41"E 26.87 L9 5'16"23'41"£ L10 S88'48'2J"E 502.IJ 24+00 25+00 26+00 27+00 28+00 ::::i 29+00 \ ~ u;~,g,....,-,~'di ct ':.. __ :,f 30+00 CONSTRUCTION NOTES 580 575 570 565 560 555 550 545 HOR1z.1··-.a VERT. 1"•4' 0 =HN~~.1~~4;1-u!i" ~.AW#A C900 CL 235 DRl8 P\.e PIPE PER 0 ~N~AN.:i~J~ r AIR ANO VACUUM VM.\IE PER YCW\llll NO. 1, 0 :i!i~.SH ANO INSTALL 4" Bl.OW O'F PER YCW'!IIO NO. 1, STD PLAN © ~~ ~~ ~~~N~XWE~N~~v=~~~~ ~~~ ~ ~ ,. STD PLANS W-1 ANO W-5 OF! W-6. INSTALL PIPE ADAPTER 'M-IEFIC ~~C;~~E=E~~tE DISSIMILAR. COOROINATE 'fllTH YCWWO 0 ~~N~xi;,~G N~~ "~l~5c!~o':.L.Afsr. N~~ AN~G~[GJSENDS WITH SWRRY PER l(;W#J SPECIFICATIONS. © ~~~ ~,,c: :~ Jg.;g'tfM~ '=t~=0:o ~r~os lllllH SLURRY PER Yc:W#) SPECIFICATIONS. @ ~N~HW:0N6~5,~"'tm8~ ~-~r0PU~0sr~~Nl~:t~~kBU>CK EACHSIOE~JOINT. @) ~=:~~O~~~/" GATE VALVE (MJxMJ) PER VCWV,O NO. 1, STD @ COORDINATE WITH YCW\llll NO. 1 TO INSTALL LOCK ON METER VALVE, @ ~c:rAits w:i~ ~Ewtf TrPE 2 SLURRY PER SSP'flC lllTlilN ~ _ , _ AT ALL CONNECTIONS TO EXISTING FACILITIES. INCWOING ~ CUSTOMERSER\'ICES,lHECONTRACTORSHALLPOTHa.EAND I . /! .... j", l~,-;-'• .. ~I\ NOTICE: ~ f' ~ IDENTIFY THE MATERIAL, SIZE ANO T'l'PE Of CONNECTION TO BE ~~ .. -------\~----"'T'------r----------------:-, / 1<\-r~ \ l Vi ~~:=~~~= ::~:r~;~~~N~~\~t~T ; EXISTING CONDITIONS ARE APPRECIABLY DIFFERENT THAN SI-IO'lotl,NOTIF'YTHEOISTRICTFOAREOESIGN. ,..., ..... .,, Q-VENTURA COUNTY ;!,>~ ~,.(;i=tf"ac~=·=· =--"""'--WATERWORKS DISTRICT NO. 1 '"''" ,..... :: . ~ t--..----------,--,-...,...-,,-----,--,--~--,,--------.e:,,e,slG"N"'rn"'BY,,....-t-E-N_G_IN_E_ER_I_NG_R_f'J __ IE_W_EO_B_Y_: --t------t-----------------t-,-,,-,-. N-◊--r--------------------"T"----1~ v,Stantec '":,Y @ '""'-~ 111Ellll'o1dorlaSlr..t. SanloBarbora.CA93101 LA Of __ ~ ..._, (~) 9~ CHEC::D BY: :-,~::o/~;~ WCl!KS DIRECTOR DATE ~~~Nr~\R1Ng ,-,,~RA-w-,NG~NO~. --1!i1 = s::EER DA~ 1-::c=,:;-;;:c--lEXPIRATION ~TE 6-J0-202J ~ L:::::J.. ___ ....,::°':::::;:""';_;'TI;:°":.,_ __ ..J::'::·'·:;_El.:Af'P:;:;,,::.'DL.:0:::"':J..-_;;;;;;;; __ ~•c.£.:;:;,.:.,._::::::.,__;(:::DP:;_;,_::•/J0=/7>.~)-....I.----L..----------...I..-----.L.----------------L;;==;;;;.,1-------------------...J====.l<I 769 44STA. 29+50 TO STA. 34+30PUBLIC WORKS DEPARTMENTCITY OF MOORPARKWATER IMPROVEMENT PLANENGINEERING DIVISIONPRINCETON AVENUE7711/30/2121-ML-11098~ ii " I ~ ~ f l g ~ ~ " i ? ~ ~ 585 580 575 570 565 560 555 550 29+00 "'"' II 0 30+00 ;r:: ~ ~E ,., i:i 1-+,1-r--c1-=""lc_.,, ~I ,., "'"' =~■c,;;-k,e-J;~ "'"' "' + ~ r I 31+00 32+00 33+00 34+00 35+00 CURVE TABLE CURVE DELTA RADIUS LENGTI-1 C8 Y20'49" 994.91 58.12 585 580 575 570 565 560 555 550 HOR1z.1··-.a VERT. 1"•4' CONSTRUCTION NOTES 0 ~N~~.1~4fu!i"~-AW#"C900CL2350Rl8PVCPIPEPER 0 ~N~AN,2.:s:~ r AIR ANO VACUUM VALVf. PER VCWIIIO NO. 1, © ANO REPLACE EXISTING WATER SERVICE ANO r.ETER 90X. SIZEPERPLAN.RECONNECTCUSTOMERPERVC'MIION0.1. 1 AND W-5 OR W-6. INSTAU. PIPE ADAPTER 111-tERE METERSIZEAfi:EOISSIMILAFI.COOROINATE'MfHYCWVI() METER 901(. 0 ~~~~o ~J~Ji~i~:l N:'oVf.AN~G~JSENos © ~N~~f~lsr~."'_:0H~T ASSEM8LY PER vc..-.o NO. 1, @ ~~5fili~Dl~~~-~~~~~15~;~~Sl.EEVf. @ ~rJ"~~~t;,J~ok:~N~~G~~~ ~~u'sr~cJcL~ VCwt.ONO.l,SlDPLANSW-lANDW-19. @ ~~l~M.~ '.:6(1) ::.ea:~ ~Ali: (~'jf ~~v.1:.(~! 8" S1D Pl.ANS W-1. W-2, AND W-19. ® ~N~.,,::oN6~S['~ro6~ ~~~ C900 CL 305 ORl4 PVC PIPE @ ;.~~C 6" ACP PIPE TO BE REM0',£0. SEE DEMa.JTDI Pl.AN NOTICE: ~ AT AU. CONNECTIONS TO EXISTING FAOUTIES, INCLUDING ~~ ... II CUSTOMER SERVICES, THE COHTRAC~ SHAU. POlHCl..E ANO :°: IDENTIFY THE MATERIAL SIZE ANO TYPE Of" CONNECTION TO BE M"DE ANO SHALL ACQUIRE ALL PARTS NECESSARY TO MAKE THE CONNECTIONS PRIOR TO NOTININC THE DISTRICT OF INTENT TO CONNECT AND REOIJESTINC SHUTOOWN. IN THE EVENT THE WATERWORKS DISTRICT NO. 1 ~ Q. VENTURA COUNTY ~~.',~'::,<;";,•.~;;~:-;;:;''""'"~ ; . a ~==:::::::::::::::::::::::::::::::::::ir--='.'.""""?"""T-~='.'."""--------,,,,,,,,,si,"'N"'ED"BY,:--tE""N"'c""1N"'E"rn"1'"NG""'R"r:v=1E""w"rn""'s""Y'",--1------+-----------------+,-P-EC-,-◊-T"--------------------r-----11 \.II Stantec DRA:BY; @ · SHEET __ ~ LA Of __ ~ ~,=~ Santo Barbcwa, CA 93101 '-,-<,-~-,-, -,,-, -'-:--,a-ENG-K::-~-/P-~-;r-, -_,--.,-ECl-◊-R ;--~~~NE~\RINg '--,-.,-.-,"'-..,-, -1 !i1 = s::EER DA~ 1-=---IO:PIRATION ~TE 6-JD-202J ~ L::;::J.. ___ __::°'::::::SCRl;_;PTI:;:°";_ __ ...J:~.:::::.::J.:::::.JL.... _ _::;;;;;:__...J__:;Rc.£.:::;..:.,._::::....__;(~DP:;._:•IJ0~/7>.::..,J_....1 ____ 1... __________ J_ _____ .L ________________ J..;;;==;;;;J-------------------.....lL====-l<I 770 45EROSION CONTROL DETAILS & NOTESPRINCETON AVENUEPUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098f DISTURBANCE AREA "'1E.. THIS PRO.£CT HAS 8EEN ENROLLED IN THE STATE WATER RESOURCES CONTROL BOARD"$ STORM WATER CONSlRUCTION GENERAL PERMIT UNDER 'M>IO NO. 4!)6C)8822!jl EROSION CONlROL NOlES 1· ~~~~~ci~fil:~,.~i~1itt ~~ M:~i"~~i::00RC.:~~~~s0~~\ ~s~~~o~ 1:~ TO =~~-W!YS.w~~hi~~,ro~:r~TY ~~tiWs. WATER ANO SILT TO ADJACENT PRIVATE PROPERTIES. 2. THE CONTRACTOR SHAU. ENSURE AU. PERIMETER CONTRCLS ARC IN PLACE PRIOR TO CCMMENCING CONSTRUCTION. THE PROTECTION MEASURES t.lUST BE IN PLACE AT THE ENO Of" EACH WORKING DAY l#<ITIL SITE STABI.JZATIOH IS ACHIE'IED. 3. THE CONTRACTOR SHAU. AO.RJST THE UNITS OF THE PROTECTION MEASURES SHOULD THEY BE INAOCOUATE TO CON1RCl. RUNOFF. 4. THE CONTRACTOR SHAU. REMOVE SILT FROM AU. STORM DRAIN APPURTENANCES ANO ER090N CONlROI. DEVICES AnER EACHRAIN. IS. THE CONTRACTOR SliAU. AOIIISE HIS CREW OF THE INTENT OF THE PROTECTION MEASURES PRICA TO THE START OF &::~~~or:\ ~~~sENJOO~~~r MCH~ THE EFFECTIVENESS OF THE SYSTEM AND ALERT THE 7. STAOING, REFUELING OF EQUIPMENT ANO MATERIALS STORAGE AREAS MAY CHANGE TlfiOOGHOUT CONSlRUCTION, AS REOOIRED. THE AREAS SHAU. BE INSPEClED FREQUENTLY TO ENSURE NO SPIU.ED HAZARDOUS MATERIALS CONTAMINATE THE GROUND. SHOULD THIS OCCUR, THE SPIU SHAU. BE Cl..EANED UP IMMEDIATaY. REFUELING OF EOUIPWENT AND STORAGE OF H.-.ZARDOUS MATERIALS SHAU. NOT BE LOCAlEO NEAR STORW DRAIN INLETS OR DRAINAGE SWALES. I SEDIMENT CONlROL NOlES ~ 1. TEMPORARY SEDIMENT CONTROL OCVICES SHO'IIN ON THE GRACING Pl.AN 'MtlCH INTERFERE VllTH THE 'M)RI( SHAU. BE RELOCATED OR w001nEO AS NEEDED ANO 'M1EN THE INSPECTOR SO OIRECTS AS THE ~K PROGRESSES. 2. AU. LOOSE SOIL AND DEBRIS SHAU. BE REMO\-m FROM THE STREET AREAS DAILY. 3. STANDBY CREWS SHAU. BE ALERTED BY THE PERWITEE OR CONTRACTOR F'OR EMEROENCY WMK OUAING RAINSTORMS. 4. VELOOTY CHECK CAMS SHAU. BE PROVIOED IN AU. UNPAVED GRADED SWALES AT 50 F'OOT t.llNIWUM INTERVALS ANO AROUNO AU DROP INLET'S. 5. ~JG~g. THE INSPECTOR DIRECTS OTHERWISE, AU. OCVICES SHO'IIN SHAU BE IN PLACE AT THE END OF EACH IS. AU.8ASINSANOCHECKOAMSSHAU.HAVETHEOEBRISANOSILTREMOVEOAF'TEREACHSTORMTORESTORETHEIR ' 1. ::;: SHAU. BE STOCKPILED AND READY TO BE PU.CED IN POSITION 'IIIHEN RAIN IS FORECAST, OR 'WHEN THE ? INSPECTOR SO DIRECTS. B. DURING CONSTRUCTION, WASHING OF CONCRETE TRUCKS. PAINT. EQUIPMENT AREAS 'IIIHERC POLLUTED WATER ANO WATERIALS CAN BE CONTAINED F'OR WATER SHAU. NOT BE DISO-IARGEO TO THE STORW DRAINS, STREET, DRAIN ~~~JG ~~CL~i~-'Jt m:E A~A~~,,.T ~~EAF'EE~l~~E ~A5il~ ~ 9' [5~~~11~~:~~~&Fs:~1~~~<irl1r £~s~to~•H~~~ ~U~A~ i?r5l1:~~~S~ 14 ~ 1D. TEMPORARY SEDIMENT BASINS. PER CASOA BEST MANAGEMENT PRACTICE SE-2, SHAU. BE INSTALLED TO DETAIN SEDIMENT-I.ADEN RUNOFF' PRIOR TO OISCHARCINC OFF'-SITE. 'i{Qi!'fNlnjlfRftACDfTAU -"""""--" NfIPflQifCI!Q'l"IH"§&l 1£/JICMB'Hl!UHGR.UP -,__, __ ..,_,__,M,.•-1, ___ _,, _ _,,, __ ,_, Stabilized Construction Entrance/Exit TC-1 L[;:· _, ::r.;~:;:3S:::.-:::;.! .•. ~WI ¥ ® TC-1 ENTRANCE/EXIT Check Dams . "' SE-4 Silt Fence ® SE-1 SILT FENCE Concrete Waste Management . 1-SE-1 rnTRrn~","'JNludAII, SE-5 FIBER ROLLS WM-8 Geotextiles and Mats EC-7 -n I , , . ~ , ' -~YJ,··· ;~: ,,;::Lo; -~ ~ r'\__Jl ~ o-::· l : '"""":::".:-· 0-0, ~J ;;,,,.,,:: ~. ~!:;;:;_~:.,~£G;.\;;;;-;;:~,,,,.. AM ~ DESIGNED BY ENGINEERING REVIEWED BY: GGS '()AIG @ DRAWN BY; AF CHECKED BY; CITYENGINEER/PUBUCWCl!KSOIRECTOR DATE oos l».NIELKIW PE 70701 O:PIRATION~TE6-J0-202J ~ It!\~ 2! Nf~fi/\l CTl~~~~A~:~T~~::~:~E ~ 9,-isrorlfNT mrn uci 19-!!D nu 1111191/I GR&m ~ ~.-.... ___ _ __ _ ! ® T64 TEMPORARY DRAINAGE INLET PROTECTION (9 SE-4 CHECK DAMS (9 WM-8 CONCRElE WASTE (3)EC-7 GEOTEXTILES AND MATS : %1--,-----------,--,--,--,,-----,-..,.-~--,,---------.===-.--=-----------"T"------r-------~---------rs-PE-C-.N-◊--r---------------------r---~~ i VI Stantec s,,:== I / 111Eall'o1dorlaSlr..t, SanloBarbora,CA93101 '3 Phon•: (805) 963-9532 ~~~NE~\RINg ~ iv·,,,, :;Ts::EER OA~ DRAWING NO. ~ "" DESCRIPTION R.C.E. APP'D DATE R.C.E. 804M (ExP.t./30/22) ____ <l 771 EROSION CONTROL PLANPRINCETON AVENUESTA. 1+00.00 TO STA. 10+00.0046PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098f () Stantec DESIGNED BY ENGINEERING REVIEWED GGS ~ DRAWN BY; AF 111Eall'o1dorlaSlr..t, SanloBarbora,CA9J101 CHECKED BY; CITYENGINEER/PUBUCWCl!KSOIRECTOR Phon•: (805) 9&J-95J2 GERDIYSALTS OA~ oos CWIIRKIMPE70701 O:PIRATION~TE6-J0-202J PROJECTENGINEER DESCRIPTION R.C.E. .,,,., m: R.C.E.804M (ExP.t./30/22) BY: SPEC. NO @ DATE ENGINEERING PROJECT NO EROSION CONlROL CONSlRUCTION NOlES [!] :gvig,ij_~s 5sr1:~AR~Al,;:~r INLET PROTECTION PER DETAIL A. SHEET 45 0 :~~D~ ST,:mui.~~J~~~~J:J:.r~A~~ %~~ RACKS PER DETAIL B. 0 ~=~~flM-~NCE PER OETAL c. SHEET 45 ANO CASOA BCST MANAGEMENT m :~ir~r.,.ir.~~~WJ01~fl~~N~~-'f\.M~.0~~v~~ ~::.N~~SOA NS-9 AND NS-10. LOCATION SUB.ECT TO CHANGE. 0 ~=~~~~l::ilru PER DETAIL o. SHEET 45 AND CASOA BEST MANAGEMENT m PROVIDE STOCKPILE PROTECTION PER CASQA BEST MANAGEMENT PRACTICES VIM-3. 0 :r~~s6t~~~:~~GE INLET PROTECTION PER DETAIL A. SHEET 45 (!]HYDROSEEDPERCASOABESTMANAGEMENTPRACTICEEC-4. [!£1 :~~~~ .. ~~C~J~U~~-50• PER DETAIL E. SHEET 45 AND CASOA BEST LEGEND --•--[Il]J]] CJ = STA81UZED CQNSTRUCTION ENTRANCE/EXIT 'MTH RUMBLE RACKS STAGING/WASHOOT/REFUEUNG AREA NUMBERED MONITORING/SAMPUtfG LOCATION 772 EROSION CONTROL PLANPRINCETON AVENUESTA. 10+00.00 TO STA. 15+00.0047PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098PRINCETON AVENUE ---------;:,,;:!.. ~ SCALE: 1"-20' EROSION CONlROL CONSlRUCTION NOTES [TI :g...,g.5_~/s~~~:AI-::~ INLET PROTECTION PER OCTAIL A, Sl£ET 4S 0 :=~~~~/~-~NCE PER DETAIL C, SHEET 45 ANO CASOA BEST MANAGEMENT m ~=~~~21: F1~5~ru. PER DETAIL 0, SHEET 45 ANO CASOA BEST MANAGEMENT ~ :~:~~~~R~~~~~~.50• PER OCTAIL E, SHEET 45 ANO CASOA BEST LEGEND --•--➔ D "~! l : : ~ ' J I . ~ %1-"'T"----------,--,--,--,,-----,-..... -,,.---------===,,.-"'T"---------------,-------r-----------------rS-PE-C-.N-◊-"T'"--------------------r---~~ i ---~ j; ENGINEERING OF --: I". "'"' PROJECT NO DRAWING NO. ~ "" DESCRIPTION R.C.E.APP'OOATE ----;i () Stantec DESIGNED BY ENGINEERING REVIEWED BY: GGS V)AIG @ DRAWN BY; AF 111Eall'o1dorlaSlr..t, SanloBarbora,CA9J101 CHECKED BY; CITYENGINEER/PUBUCWCl!KSOIRECTOR OATE Phon•: (805) 9&J-95J2 GERDIYSALTS OA~ oos CWIIRKIMPE70701 PROJECTENGINEER O:PIRATION~TE6-J0-202J R.C.E.804M (ExP.t./30/22) 773 EROSION CONTROL PLANPRINCETON AVENUESTA. 15+00.00 TO STA. 20+00.0048PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098f l #~--:_ \ "-· \ '1 ·1 { \ EROSION CONTROL CONSTRUCTION NOTES [D =Vl~~s5sIB:~~=rii.:Al-r:~ INL£T PROTECTDI PER DETAIL A, SHEET 45 0 =~Sl~-~CE PER OCTAIL C, SHEET 45 ANO CASOA 8EST w,-NAGEMENT 0 =~Fl:C~s.ROLL PER OCTAIL 0, SHEET 45 ANO CASOA BCST MANAGEMENT 0 :gvi~-=S~T~~":cJR.:1~GE INLET PROTECTION PER DETAIL A, SHEET 45 0 H'l'tlROSEED PEA CASOA BCST MANAGEMENT PRACTICE EC-4. E£1 =~~~~~~~~E~~~.~• PER DETAl. E, SHEET 45 AND CASOA BEST G PROVIDE DAILY STREET S'tllEEPING ANO VACUUMING PER SE-7 BWP. E!)SEEOCTAJLO,SHEET45,Fcil:FIBERROI..LSPACING. LEGEND ~ 0 --•--~ 6 i -!N-➔ SURFACE DRAINAGE " NUlil:IEREO MONl~NG/SAMPUNG LOCATION "~; ~ : a """"'"'<><'""" : ~ ' 9, SCALE:1••20' f I . ~ %1--.-----------,--,--,--,,-----,-..... -,,.---------===,,... .... ---------------.-------.----------------..... ---..--------------------.... ---~~ I =--~ • o, __ ~ iv~ ,AA, OAAW,~ MO. I ----;i () Stantec DESIGNED BY ENGINEERING REVIEWED BY: SPEC. NO GGS '()AIG @ DRAWN BY; AF 111Eall'o1dorlaSlr..t, SanloBarbora,CA9J101 CHECKED BY; CITYENGINEER/PUBUCWCl!KSOIRECTOR OATE ENGINEERING Phon•: (805) 9&J-95J2 GERDIYSALTS OA~ oos CWIIRKIMPE70701 PROJECT NO PROJECTENGINEER O:PIRATION~TE6-J0-202J DESCRIPTION R.C.E. .,,,., o,re R.C.E.804M (ExP.t./30/22) 774 EROSION CONTROL PLANPRINCETON AVENUESTA. 20+00.00 TO STA. 30+00.0049PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098""' CF CAU,O"" ,..,.o (118FRCEWAY) ~ 125 ''"""') \ .. ~ .. f ~\ \ ~ ~-~ ~,\-' ~~~ '\ "\ ◊ I\ ~ ,,,_,_,,,_,.,.,---,---6oCY _,,J1 !) J\ "OH0-02>-0J ~Oo------_____1~ ~59~:,9~ w 'f 58 l I EROSION CONlROL CONSlRUCTION NOlES ~ ~~m.'~s5s~~r~A1J~~ INLET PROTECTlc»I PER DETAIL A, SHEET 45 0 :&"1-0C45S~U~CNiis~if"~=r~AC~~R~~~ RACKS PER OETAIL 8. 0 =~°&Sl~-~CE PER OETAIL C, Sl£ET 45 AtCl CASOA BEST MANAOEMENT m =°.J,\~t:r~s~ PER DETAIL 0, SHEET 45 AND CASQA BEST M"NAGEMENT 0 ~~~~S ~T~~~~R~ttGE INLET PROTECTION PER DETAIL A. SHEET 45 [!)HYDROSEEOPERCASOABCSTMANAGEMENTPRACTICEEC-4. ~ ~~~~~%~~~~~-50• PER DETAIL E. SHEET 45 ANO CASOA BEST QTI PROIIIOC DALY STREET SWEEPING Ml'.> VACUUMING PER SE-7 BMP. ~ SEEOETAILO,SHEET45,FORflBERROU.SPACING. LEGEND --•--rnrrn f} ➔ 0 STABILIZED CONSTRUCTION ENTRANCE/EXIT WITH RUMBLE RACKS NUMBERED MONITORING/SAMPLING LOCATION 775 EROSION CONTROL PLANPRINCETON AVENUESTA. 30+00.00 TO END50PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION7712/1/202121-ML-11098PRINCETON AVENUE . ~ 1 · . ~,r ..+4; 58~ 'el=---.--~~-~~~ __ ~ ?I 1--: S13-0-0J2-215 §: 51J-0-0J2-145 ,-1 t () Stantec DESIGNED BY ENGINEERING REVIEWED BY: ] GGS '()AIG i DRAWN BY; AF ;;, 111Eall'o1dorlaSlr..t, SanloBarbora,CA93101 CHECKED BY; CITYENGINEER/PUBUCWCl!KSOIRECTOR DATE ; Phon•: (805) 9&J-95J2 oos CWIIRKIMPE70701 GERDIYSALTS OA~ O:PIRATION~TE6-J0-202J PROJECTENGINEER APPROVED BY ! MARI< DESCRIPTION R.C.E.804M (ExP.t./30/22) 513-0-010-255 "&s\ '590~~~\~r::=::~\ LIMITS\ GFWHNG ~~~r J C --~-~ts'~~ \ I 4 ~ '!'" --~-~ g @ EROSION CONTROL CONSTRUCTION NOTES m :~;~l~~~u~~~u;~~~tif~n~ R~~~ RACKS PER DETAIL 8, m ~~~ESI~-~ PER DETAIL C. SHEET 45 AND CASOA BEST MANAGEMENT 0 ~~r~:=if:~i~=:~1~:~~r=~-0~':\ ~~~VM~g~~s-~SOA m :~:t~~s_"OI..L PER OETAL 0, SHEET 45 ANO CASOA BCST MANAGEMENT 0 PROVIDE STOCKPILE PROTECTlot PER CASOA BEST MANAGEMENT PRACTICES 'NM-3. m H'l'OROSEEO PER CASQA BEST MANAGOLNT PRACTICE EC-4. [!] :...T~L~S6~T~~':UR~:~GE INLET PROTECTION PER DETAIL A, SHEET 45 E£1 ::vi~~~C~~E:t~•:~.~ PER DETAIL E, SHEET 45 AND CASOA BCST LEGEND __ ,, __ [IlilI] CJ f} ~ ~ ➔ 0 u STABIUZED CONSlRUCTION ENTRANCE/EXIT WITH RUMBLE RACKS STAGING/WASHOUT/REF\JEUNG AREA NUMBERED MONITORING/SAMPLING LOCATION CONDOR DRIVE J -N-J SCALE: l"-20· ~ I : ' ~ ~ 776 PRINCETON AVENUE51PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION77ROADWORKAHEADROADWORKAHEADROADWORKAHEADTEMPORARY TRAFFIC CONTROL PLANCALTRANS ROWTCP OPTION 1 PHASE 1 12/1/202121-ML-11098f ! i ~ t ' , ~,: ROUTE 118 (ABOVE) ~ -~ i riv i I IHI I 1~•x2 I I I ClO(SHOUI.DEA) , , I , , , , , WAINTAIN ACCESS TO PRIVATE PROPERTY ◊ GENERAL NOTES 1. ALL TRAFFIC CONTROL DEVICES, STRIPING, MARKINGS, FlAGGERS. LEGENDS ANO RAISED PAVEMENT t.lARKERS SHALL CONFORM TO THE 2014 CALIFORNIA MANUAL OF UNIFORM TRAFAC CONTROL DEVICES (CAMUTCO), CALTRANS STANDARD DRAWINGS ANO STANDARD SPECIACATIONS (MOST RECENT EDITION). 2. ALL TRAFFIC CONTROL DEVICES ARE TO BE ILLUMINATED OR REF'LECTORIZED FOR NIGHTTIME USE. J. All TEMPORARY TRAFFIC CONTROL OE'"1CES ARE TO BE SAN08AGGEO IN PLACE OR DOUBLE-BASED FOR PROTECTION AGAINST WIND. 4. DEUNEATORS ADJACENT TO WORK AREAS SHALL BE SPACED AT 5' O.C. 5. THE CITY PUBLIC WORKS DEPARTMENT RESERVES THE RIGHT TO OBSER\'E THESE TRAFFlC CONTROL PLANS ANO TO MAKE ANY NECESSARY CHANGES, ANY CHANGES SUPERSEDE THESE PLANS ANO ARE DONE SOLELY AT THE CONTRACTOR'S EXPENSE. 6. ALL CONFLICTING SIGNS SHALL BE COVERED DURING CONSTRUCTION. CO\£RS SHALL BE REMO'v'EO AT COMPLETION OF CONSTRUCTION. 7. COORDINATE 'MTH NEARBY WORK ZONES, If ANY, TO ENSURE THERE ARE NO CONFLICTING SIGNS. 8. CONTRACTOR SHALL t.1AINTAIN ACCESS TO ALL COMt.1ERCIAL AND RESIDENTIAL PRCPERTIES. LEGEND D WORKAR(A (9'f!.f.~I TEMPORARYASJ>HALT AREA ORANGE CLASS 1 {FLEXIBLE POSl} OEUN(A TORS WITH WI-IITE RCTROREFl..ECTl\JE SHEETING. SPACE ATS' O.C. ADJACENT TO THE WORK ZONE AND 25" O.C. ELSEWI-IERE. l=I TYPEIIIBARRICAOC'MTHSIGNASSHO.,,.., "" 't ooo88f8 :::t-...:GNORN~~,ER~~~-.n_~~NING OE"1CE OR HIGH l£YEl.. WARNING OE"1CE (Fl.AG TREE). TEMPORARY RAIUMG (TYPE K) CRASH CUSHION ARRAY 'TS11' PER CAI.TRANS STANDARD PLANST2. -----------------~ "'"t"\)t l'~l"ct'IO ----------SCALE:1'•40' . ~ %1-""l""----------,--,--,--,,-----,---,--,,,.---------,-,,==,,.-"'T"---------------,-------r-----------------rS-PE-C-,-◊-"T'"-------------------..----~~ . ---~ f 0 • o, __ ~ 0" ENGINEERING V, ;()~ WARK PROJECT NO. DRAWING NO. ~ ----.i () Stantec DESIGNED BY ENGINEERING REVIEWED BY: "'" ~ @ DRAWN BY MAH 111Eml~Slrool Sanlollartau,Cl.93101 CHECKED BY CITY ENGN:ER/PU8UC wa!KS DIRECTOR OATE Phonr. {805) Sl&J-11532 OERDIYW.TS O.&~ oos DI.NIEL KIW PC 70701 PRO.ECTENGINEER EXPIRATIDNDATE6-J0-202J OESCRIPTION R.C.E. "'" m: R.C.E.&04e& {EXP. 8/YJ/22) 777 TEMPORARY TRAFFIC CONTROL PLANPRINCETON AVENUECALTRANS ROW52PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION77ENDROAD WORKROADWORKAHEADROADWORKAHEADROADWORKAHEADENDROAD WORKTCP OPTION 1 PHASE 2 12/1/202121-ML-11098f ~ "'"t~l.lt v11.1~ct'lo I ~----\ -----------------v \ ----------'#20-1 ___;------~ ----------------------/_,,/' ______ _ ! i ~ t GENERAL NOTES 1. ALL TRAFFIC CONTROL DEVICES, STRIPING, MARKINGS, FlAGGERS. LEGENDS ANO RAISED PAVEMENT t.lARKERS SHALL CONFORM TO THE 2014 CALIFORNIA MANUAL CF UNIFORM TRAFAC CONTROL DEVICES (CAMUTCO), CALTRANS STANDARD DRAWINGS ANO STANDARD SPECIACATIONS (MOST RECENT EDITION). 2. ALL TRAFFIC CONTROL DEVICES ARE TO BE ILLUMINATED OR REF'LECTORIZED ' J. :: ::;RMAER~:AFFIC CONTROL OE'"1CES ARE TO BE SAN08AGGEO IN / PLACE OR DOUBLE-BASED FOR PROTECTION AGAINST WIND. g 4. DEUNEATORS ADJACENT TO WORK AREAS SHALL BE SPACED AT 5' O.C. I ~+t 5. THE CITY PUBLIC WORKS DEPARTMENT RESERVES THE RIGHT TO OBSER\'E THESE TRAFFlC CONTROL PLANS ANO TO MAKE ANY NECESSARY CHANGES, ANY CHANGES SUPERSEDE THESE PLANS ANO ARE DONE SOLELY AT THE """';;;;;,;;;;:;:-__., !!J CONTRACTOR'S EXPENSE. ,-..c:._.,,,.,,_;__ g ~ 6. ~~~r1if~~~G~i ~w-LE~~Nco:~~~~i~STRUCTION. co~ , we-.i •2 / ROUTE ) 1 , , , , J .9 7. ~~it~Tl:r Sl~~tBY WORK ZONES, If ANY, TO ENSURE THERE ARE ~ Ill 8. CONTRACTOR SHALL t.1AINTAIN ACCESS TO ALL COMt.1ERCIAL AND W RESIDENTIAL PRCPERTIES. ~:;: ,... i LEGEND D l=I < 't ooo88ffi SCALE:1'•40' ORANGE CLASS 1 {FLEXIBLE POSl} OEUNEA TORS WllH WI-IITE RClROREFl..ECTl\JE SHEETING. SPACE ATS' O.C. ADJACENT TO lHE WORK ZONE AND 25" O.C. ELSEWI-IERE. TYPEIIIBARRICAOCWllHSIGNASSHO""'. :::t...:GNORN~~•ER~~~-.n_~~NING OE"1CE OR HIGH l.£YEl.. WARNING OE"1CE (Fl.AG TREE). TEMPORARY RAILING {TYPE K) ~~ ~SHION ARRAY 'TS11' PER CAI.TRANS STANDARD . ~ %1-""l'"----------,--,--,--,,-----,---,--,,,.---------,-,,==,,.-"'T"---------------,-------r-----------------rS-PE-C-,-◊-"T'"-------------------..----~~ . ---~ f 0 • o, __ ~ 0" ENGINEERING V, ;()~ WARK PROJECT NO. DRAWING NO. ~ ----.i () Stantec DESIGNED BY ENGINEERING REVIEWED BY: "'" ~ @ DRAWN BY MAH 111Eml~Slrool Sanlollartau,Cl.93101 CHECKED BY CITY ENGN:ER/PU8UC wa!KS DIRECTOR OATE Phonr. {805) Sl&J-11532 OERDIYW.TS O.&~ oos DI.NIEL KIW PC 70701 PRO.ECTENGINEER EXPIRATIONDATE6-J0-202J DESCRIPTION R.C.E. "'" m: R.C.E.&04e& {EXP. 8/YJ/22) 778 PRINCETON AVENUE53PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION77ROADWORKAHEADROADAHEADONE LANEROADWORKAHEADROADAHEADONE LANEENDROAD WORKENDROAD WORKROADWORKAHEADTEMPORARY TRAFFIC CONTROL PLANCALTRANS ROWTCP OPTION 2 12/1/202121-ML-11098f ! i ~ t " "'"t"~--~11.\"c~O --w, -JR \ _...;-------'" ------------.,._, ' ' ' ' "'"'"'''"°"'0 ' ' ~E------=: ' -C30(LANE)x2 1-+I W1-5(R) C30(LANE)x2 ClO(WtE)k2 , , . , , , ,' ROUTE118(ABO'JE)~/ ' , ,' , ,, I 0 , 0 I C30(1.AHE)x2 MAINTAIN ACCESS TO PRIYATEPROPERTY + ~t: g: ·~ ..,,.. ~::: ~Ill GENERAL NOTES 1. ALL TRAFFIC CONlROL DEVICES, STRIPING, MARKINGS, FlAGGERS. LEGENDS ANO RAISED PAVEMENT t.lARKERS SHALL CONFORM TO THE 2014 CALIFORNIA MANUAL CF UNIFORM TRAFAC CONTROL DEVICES (CAMUTCO), CALTRANS STANDARD DRAWINGS ANO STANDARD SPECIACATIONS (MOST RECENT EDITION). 2. ALL TRAFFIC CONTROL DEVICES ARE TO BE ILLUMINATED OR REF'LECTORIZED FOR NIGHTTIME USE. J. All TEMPORARY TRAFFIC CONTROL OE'"1CES ARE TO BE SAN08AGGEO IN PLACE OR DOUBLE-BASED FOR PROTECTION AGAINST WIND. 4. DEUNEATORS ADJACENT TO WORK AREAS SHALL BE SPACED AT 5' O.C. 5. THE CITY PUBLIC WORKS DEPARTMENT RESERVES TI-IE RIGHT TO OBSER\'E TI-IESE TRAFFlC CONTROL PLANS ANO TO MAKE ANY NECESSARY CHANGES, ANY CHANGES SUPERSEDE TI-IESE PLANS ANO ARE DONE SOLELY AT TI-IE CONTRACTOR'S EXPENSE. 6. ALL CONFLICTING SIGNS SHALL BE COVERED DURING CONSTRUCTION. CO\£RS SHALL BE REMO'v'EO AT COMPLETION OF CONSTRUCTION. 7. COOROINAlE 'MTI-1 NEARBY WORK ZONES, If ANY, TO ENSURE TI-IERE ARE NO CONFLICTING SIGNS. 8. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL COMMERCIAL ANO RESIDENTIAL PRCPERTIES. LEGEND D WORKAREA (9'f!.f.~I TEMPORARYASJ>HALT AREA ORANGE CLASS 1 {FLEXIBLE POSl} OEUNEA TORS WllH Yl1-lllE RETROREF\.ECTI\'E SHEETING. SPACE AT S' O.C. ADJACENT TO THE WORK ZONE AND 25" O.C. ELSE'III-IERE. l=I TYPEIIIBARRICAOC'MTHSIGNASSHO.,,.., ◄ :J:t"...:GNol~~,ER~~~-.a.,Jt.~NING DE"1CE OR < HIGHl..£'YEI...WARNINGDE',1CE(Fl.AGTREE). 't """"" . ~ %t--,-----------,--,--,--,,-----,---,--,,,.---------,-,,==,,.--,----------------,-------r-----------------r-S-PE-C-,-◊-"T'"-------------------..----~~ . ---~ ! 0 0" ENGINEERING Of --: ;()~. "''' PROJECT NO. DRAWING NO. ~ ., DESCRIPTION R.C.E.APP'DDATE ----.i () Stantec DESIGNED BY ENGINEERING REVIEWED BY: "'" V)AIG @ DRAWN BY "'" 111Eml~Slrool Sanlollartau,Cl.93101 CHECKED BY CITY ENGN:ER/PUBUC wa!KS DIRECTOR OATE Phonr. {805) Sl&J-11532 OERDIYW.TS O.&~ oos DI.NIEL KIM PC 70701 PRO.ECTENGINEER EXPIRATIDNDATE6-J0-202J R.C.E.&04e& {EXP. 8/YJ/22) 779 PRINCETON AVENUE54PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION77TEMPORARY TRAFFIC CONTROL PLANCALTRANS ROWTCP OPTION 3 ENDDETOURDETOURDETOURDETOURDETOURDETOURDETOURENDDETOURDETOURDETOURDETOUR12/1/202121-ML-11098f "PRINCETONa.OSEOAH(AO" "USE118FWY' ffil Ii l Y4-1o(R) -'"='~"~--<~~ ,., LOS ANCEi.ES"'~ ~ ~"EASTPRINCETONa.OSEO" "US£118FWY' 0 W4-lo(L) GENERAL NOTES 1. ALL TRAFFIC CONlROL DEVICES, STRIPING, MARKINGS, FlAGGERS. LEGENDS ANO RAISED PAVEMENT t.lARKERS SHALL CONFORM TO THE 2014 CALIFORNIA MANUAL OF UNIFORM TRAFAC CONTROL DEVICES (CAMUTCO), CALTRANS STANDARD DRAWINGS ANO STANDARD SPECIACATIONS (MOST RECENT EDITION). 2. ALL TRAFFIC CONTROL DEVICES ARE TO BE ILLUMINATED OR REF'LECTORIZED FOR NIGHTTIME USE. J. All TEMPORARY TRAFFIC CONTROL OE'"1CES ARE TO BE SAN08AGGEO IN PLACE OR DOUBLE-BASED FOR PROTECTION AGAINST WIND. 4. DEUNEATORS ADJACENT TO WORK AREAS SHALL BE SPACED AT 5' O.C. 5. THE CITY PUBLIC WORKS DEPARTMENT RESERVES THE RIGHT TO OBSER\'E THESE TRAFFlC CONTROL PLANS ANO TO MAKE ANY NECESSARY CHANGES, ANY CHANGES SUPERSEDE THESE PLANS ANO ARE DONE SOLELY AT THE CONTRACTOR'S EXPENSE. 6. ALL CONFLICTING SIGNS SHALL BE COVERED DURING CONSTRUCTION. CO\£RS SHALL BE REMO'v'EO AT COMPLETION OF CONSTRUCTION. 7. COORDINATE 'MTH NEARBY WORK ZONES, If ANY, TO ENSURE THERE ARE NO CONFLICTING SIGNS. 8. CONTRACTOR SHALL t.1AINTAIN ACCESS TO ALL COMt.1ERCIAL AND RESIDENTIAL PRCPERTIES. LEGEND D WORKAR(A INSTALL SIGN NOTED, ON HIGH 1.EVEL WARNl<IC OE'ACE OR BARRICADE OR AS PER SHOWN ON Pl.AN. ~ CMANCEA81..E ILSSAC( SIGN SIGN SIZE LEGEND 0 ® 36•12 @ 48•24 0 780 PRINCETON AVENUE55PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISION77TEMPORARY TRAFFIC CONTROL PLANCALTRANS ROWTCP OPTION 3 DETOURROADCLOSEDROADWORKAHEADROADCLOSEDAHEADDETOURAHEADDETOURROAD CLOSEDTHRU TRAFFICROADCLOSEDAHEADROADWORKAHEADROADWORKAHEADTODETOURROADCLOSEDDETOURAHEADDETOURAHEADROADCLOSEDAHEAD12/1/202121-ML-11098f ! i ~ t 0 Cl9{CA) PRINCETON AVENUE 30 t.lPH) 250' ◊ _.,__ ., Or 0 f :::E i Ill KEEP'l€ST80UNOLANE o..EARTO~R=~~~S ""t"l)t --'i'/..'"cf!.;," y.'iv.)_____..-------GENERAL NOTES 1. ALL TRAFFIC CONlROL DEVICES, STRIPING, MARKINGS, FlAGGERS. LEGENDS ANO RAISED PAVEMENT t.lARKERS SHALL CONFORM TO THE 2014 CALIFORNIA MANUAL OF UNIFORM TRAFAC CONTROL DEVICES (CAMUTCO), CALTRANS STANDARD DRAWINGS ANO STANDARD SPECIACATIONS (MOST RECENT EDITION). 2. ALL TRAFFIC CONTROL DEVICES ARE TO BE ILLUMINATED OR REF'LECTORIZED FOR NIGHTTIME USE. J. All TEMPORARY TRAFFIC CONTROL OE'"1CES ARE TO BE SAN08AGGEO IN PLACE OR DOUBLE-BASED FOR PROTECTION AGAINST WIND. 4. DEUNEATORS ADJACENT TO WORK AREAS SHALL BE SPACED AT 5' O.C. 5. THE CITY PUBLIC WORKS DEPARTMENT RESERVES THE RIGHT TO OBSER\'E THESE TRAFFlC CONTROL PLANS ANO TO MAKE ANY NECESSARY CHANGES, ANY CHANGES SUPERSEDE THESE PLANS ANO ARE DONE SOLELY AT THE CONTRACTOR'S EXPENSE. 6. ALL CONFLICTING SIGNS SHALL BE COVERED DURING CONSTRUCTION. CO\£RS SHALL BE REMO'v'EO AT COMPLETION OF CONSTRUCTION. 7. COORDINAlE 'MTH NEARBY WORK ZONES, If ANY, TO ENSURE THERE ARE NO CONFUCTING SIGNS. 8. CONTRACTOR SHALL t.1AINTAIN ACCESS TO ALL COMt.1ERCIAL AND RESIDENTIAL PRCPERTIES. LEGEND D WORKAR(A ~ TYPEIIIBARRICAOC'MTHSICNASSHO.,,.., :::t..:CNORN~~,ER~~~~~~NING DE"1CE OR HIGH l..£'YEl... WARNING DE"1CE (Fl.AG TREE). SCALE:1'•40' . ~ %1-""l'"----------,--,--,--,,-----,---,--,,,.---------,-,,==,,.-"'T"---------------,-------r-----------------rS-PE-C-,-◊-"T'"-------------------..----~~ . ---~ ! 0 0" ENGINEERING Of --: ;()~. ..,,, PROJECT NO. DRAWING NO. ~ ., DESCRIPTION R.C.E.APP'DDATE ----.i () Stantec DESIGNED BY ENGINEERING REVIEWED BY: "'" ~ @ DRAWN BY "'" 111Eml~Slrool Sanlollartau,CA93101 CHECKED BY CITY ENGN:ER/PUBUC wa!KS DIRECTOR OATE Phonr. {805) Sl&J-SISJ2 OERDIYW.TS O.&~ oos DI.NIEL KIW PC 70701 PRO.ECTENGINEER EXPIRATIONDATE6-J0-202J R.C.E.&04e& {EXP, 8/YJ/22) 781 IRRIGATION NOTES1.IF IT IS FOUND DURING INSTALLATION THAT THE SITE VARIES FROM THE DRAWINGS, NOTIFY THE PROJECT MANAGER BEFORE PROCEEDING WITH THE WORK.2.COORDINATE THE INSTALLATION OF ALL SLEEVING WITH CIVIL ENGINEER'S PLANS, ARCH. FOUNDATION PLANS, STRUCTURAL PLANS AND LANDSCAPECONSTRUCTION PLANS.3.PIPE SLEEVE SHALL ALLOW FOR IRRIGATION PIPING AND RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVING. EXTEND NEW SLEEVES 12 INCHES BEYONDEDGE OF PAVING. ALL IRRIGATION MAINLINE CROSSINGS SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES THAT ARE A MIN. OF 2X THE DIAMETER OF THE PRESSUREPIPE. PROVIDE LOCATOR WIRE OR TAPE ALONG LENGTH OF SLEEVE. ALSO PROVIDE A SEPARATE IRRIGATION WIRE CONDUIT TAPED TO MAINLINE SLEEVE SIZED TOEASILY PULL WIRES THAT RUNS PARALLEL TO THE SLEEVE. ALL SLEEVES AND CONDUIT MUST BE PERPENDICULAR TO ROAD.4.ALL IRRIGATION MAINLINE CROSSOVERS SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES THAT ARE IN A MIN. OF 2X THE DIAMETER OF THE PRESSURE PIPE. PROVIDELOCATOR WIRE OR TAPE ALONG LENGTH OF SLEEVE. ALSO PROVIDE A SEPARATE IRRIGATION WIRE CONDUIT TAPED TO MAINLINE SLEEVE SIZED TO EASILY PULLWIRES THAT RUNS PARALLEL TO THE SLEEVE. ALL SLEEVES AND CONDUIT MUST BE PERPENDICULAR TO ROAD.5.COORDINATE THE INSTALLATION OF ALL IRRIGATION MATERIALS, INCLUDING PIPE, WITH THE PLANTING PLAN TO AVOID INTERFERING WITH THE PLANTING.6.CONTRACTOR SHALL TEST PRESSURE PRIOR TO CONSTRUCTION. IF PRESSURE IS LESS THAN 80 PSI, NOTIFY THE PROJECT MANAGER PRIOR TO CONSTRUCTION.7.IRRIGATION DRAWINGS ARE DIAGRAMMATIC. LOCATE MAIN LINE AS DIRECTED PER PLAN. LOCATE NEW PIPELINES, VALVES AND EQUIPMENT IN PLANTING AREASWHEREVER POSSIBLE.8.PVC SHALL BE LAID WITH CONNECTIONS HORIZONTAL, NOT VERTICAL.9.SCHEDULE 40 PVC ONLY, NO EXCEPTIONS.10.FOR WORK WITHIN THE LIMITS OF EXISTING TREES, HAND EXCAVATE WITHIN TREE PROTECTION ZONE. EXISTING ROOTS 2" OR GREATER IN DIAMETER SHALL REMAININ PLACE UNLESS REMOVAL IS APPROVED BY THE PROJECT MANAGER.11.IRRIGATION CONTROLLER TO BE WEATHER- OR SOIL MOISTURE-BASED CONTROLLER THAT AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO CHANGES INPLANTS' NEEDS AS WEATHER CONDITIONS CHANGE. WEATHER-BASED CONTROLLERS WITHOUT INTEGRAL RAIN SENSORS OR COMMUNICATION SYSTEMS THATACCOUNT FOR LOCAL RAINFALL SHALL HAVE A SEPARATE WIRED OR WIRELESS RAIN SENSOR WHICH CONNECTS OR COMMUNICATES WITH THE CONTROLLER(S).SOIL MOISTURE-BASED CONTROLLERS ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT. (CA GREEN BUILDING STANDARDS CODE 4.304.1 IRRIGATIONCONTROLLERS)12.MOUNT WIRELESS RAIN SENSOR IN LOCATION NOT BLOCKED FROM RAIN BY BUILDING OVERHANG, TREES, OR OTHER OBSTRUCTIONS.13.PRESSURE TEST ON ALL MAINLINES 4 HOURS AT 150 PSI. CALL INSPECTOR 24 HOURS PRIOR TO TEST.14.NO IRRIGATION LINES SHALL BE PLACED UNDER ROOTBALLS OF EXISTING OR PROPOSED PLANTS.15.PRESSURE REGULATING DEVICES ARE REQUIRED IF WATER PRESSURE IS BELOW OR EXCEEDS THE RECOMMENDED PRESSURE OF THE SPECIFIED IRRIGATION DEVICES16.CHECK VALVES OR ANTI-DRAIN VALVES ARE REQUIRED ON ALL SPRINKLER HEADS WHERE LOW POINT DRAINAGE COULD OCCUR17.A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES18.AN IRRIGATION AUDIT REPORT SHALL BE COMPLETED AT THE TIME OF FINAL INSPECTION19.A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY EITHER THE DESIGNER OF THE LANDSCAPE PLANS, IRRIGATION PLANS, OR THE LICENSEDLANDSCAPE CONTRACTOR FOR THE PROJECT.20.ALL NEW SLEEVING SHALL BE INSTALLED 36" BELOW GRADE UNDER ROADWAY AND SHALL BE INSTALLED BY DIRECTIONAL BORING UNLESS OTHERWISE NOTED ONPLANS. THERE SHALL BE NO CUTTING OF PAVEMENT, CURB OR GUTTER IN THESE AREAS.21.ALL CUTS/TRENCHING IN ASPHALT OR CONCRETE SHALL BE REPAIRED ACCORDING TO SPPWC STANDARD PLANS, LATEST EDITION. FOR CONCRETE USE SPPWC132-3 AND FOR AC PAVING USE SPPWC 133-3 OR AS REQUIRED BY CITY ENGINEER.22.THE CONTRACTOR SHALL ALLOW FOR MINOR RELOCATION OF BUBBLER HEADS AT HIGH AND LOW SPOTS AT NO CHARGE TO THE CITY.23.THE IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL BY THE BEGINNING OF THE PLANT ESTABLISHMENT PERIOD.CITY OF MOORPARKLANDSCAPE INSPECTION REQUIREMENTS(CITY MAINTAINED AREAS)SCHEDULE:THE CITY'S LANDSCAPE REPRESENTATIVE WILL INSPECT FOR INSTALLATION COMPLIANCE WITH THE APPROVED LANDSCAPE PLANS. CONTRACTORSHALL NOTIFY THE CITY'S LANDSCAPE REPRESENTATIVE 48 HOURS IN ADVANCE OF EACH OF THE REQUIRED INSPECTION:1.PRESSURE TEST OF IRRIGATON MAINLINE. TO BE COMPLETED PRIOR TO BACKFILLING TRENCHES.2.IRRIGATION COVERAGE TESTS. COVERAGE TEST SHALL BE COMPLETED PRIOR TO ANY PLANTING.3.AFTER TREES AND SHRUBS ARE SPOTTED, BUT PRIOR TO PLANTING.4.FINAL INSPECTION: AT THE START OF THE ONE-YEAR MAINTENANCE PERIOD. PRELIMINARY CERTIFICATE OF COMPLIANCE MAY BE GRANTED ATTHIS TIME.5.DOCUMENT SUBMITTAL: AS-BUILT PLANS, BACKFLOW ASSEMBLY CERTIFICATIONS, SOILS ANALYSIS REPORTS, FOUR (4) SETS OF CONTROLLERKEYS, LAMINATED CONTROLLER CHARTS, PRODUCT DATA AND WARRANTIES. DIGITAL PDF AND AUTOCAD FILE FORMAT OF ALL LANDSCAPEAND AS-BUILT PLANS. 60 DAYS PRIOR TO THE END OF THE MAINTENANCE PERIOD.6.FINAL CERTIFICATION OF COMPLIANCE: AT THE END OF THE ONE-YEAR MAINTENANCE PERIOD OR AS SPECIFIED BY THE CITY'S COMMUNITYDEVELOPMENT DIRECTOR.PUBLIC WORKS DEPARTMENTCITY OF MOORPARKDRAWING NO.SHEETOFSPEC. NO.ENGINEERINGPROJECT NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATEMOORPARKCALIFO R N I A I N C O R P ORATEDJULY11983ENGINEERING REVIEWED BY:DATE77MZBMCITY ENGINEER/PUBLIC WORKS DIRECTORSEAN CORRIGAN PE 39479EXPIRATION DATE6-30-2023PRINCETON AVENUEIRRIGATION NOTES & SCHEDULELI-0.01461 E. Main StreetVentura, Ca 93001805.644.9697www.pc-ld.comMICHAELZIELSD O R F #6044T E ARC H Renewal DateDateDSignatureECILLANNSEDC SAPCET 10/31/21IO R F Signature56IRRIGATION SCHEDULESYMBOLDESCRIPTIONMANUFACTURERMODELGPMPSIBUBBLERSSERIESNOZZLE MODELRADIUS6 GPH POINT SOURCEEMITTERHunter Industries(R)Point Source EmittersHE-60-T-IH-RISER-24-60-CV0 ft0.1020 - 50SHRUB BUBBLERRain Bird(R)1400 Series Pressure CompensatingFull-Circle Bubblers14010 ft0.2520 - 90MISCELLANEOUSFLOW SENSORRAINBIRDFS150B BRASS TEE FLOW SENSOR W/ FSMLXME SMART MODULEFLUSH VALVENAPER DETAILPULL BOXNAPER DETAILVALVESSERIESMODELCONTROL VALVEBuckner Superior950DWRW950100DWRW0 - 32020 - 200MASTER VALVESuperior950DW Series950200DW0 - 32020 - 200GATE VALVENibcoGate ValveT-1130.25 - 3010 - 150BACKFLOW PREVENTERZurn-Wilkins975XL2 - 2"QUICK COUPLER -RECLAIMEDRainbird33-DNPPIPETYPENOTESMAINLINEWESTERN LASCOPVC Schedule 40LATERAL LINEWESTERN LASCOPVC Schedule 40SLEEVESWESTERN LASCOPVC Schedule 40CONTROLLERMODELENCLOSURECONTROLLERRain Bird(R)ESPLXDIndoor/OutdoorPOINT OF CONNECTIONNOTESPOINT OF CONNECTIONNEW 2" WATER METER, PER WATER DISTRICT**CONTRACTOR TO INSTALL MANUFACTURER LISTED EQUIPMENT OR APPROVED EQUALPBFPOCCCAPPROVEDCITY OF MOORPARKTHESE PLANS HAVE BEEN REVIEWED AND FOUND TO BE IN COMPLIANCE WITH RELEVANT SECTIONSOF THE MOORPARK MUNICIPAL CODE. LANDSCAPING AND IRRIGATION SHALL BE INSTALLED ONTHE SUBJECT PROPERTY SUBSTANTIALLY AS SHOWN HEREIN.APPROVED BY:COMMUNITY DEVELOPMENT DIRECTORDANIEL KIM PE 70701EXPIRATION DATE 6-30-2023I I X ... D • D "" El) .. "" ❖ _., -□ I I ~~ -8 Pacific ,CO(JSt LQOd ~~sign. \ns ----782 PUBLIC WORKS DEPARTMENTCITY OF MOORPARKDRAWING NO.SHEETOFSPEC. NO.ENGINEERINGPROJECT NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATEMOORPARKCALIFO R N I A I N C O R P ORATEDJULY11983ENGINEERING REVIEWED BY:DATE777777MZBMCITY ENGINEER/PUBLIC WORKS DIRECTORSEAN CORRIGAN PE 39479EXPIRATION DATE 12-31-2019PRINCETON AVENUEIRRIGATION CALCULATIONSLI-0.02461 E. Main StreetVentura, Ca 93001805.644.9697www.pc-ld.comMICHAELZIELSD O R F #6044T E ARC H Renewal DateDateDSignatureECILLANNSEDC SAPCET 10/31/21IO R F SignatureWATER EFFICIENT LANDSCAPE WORKSHEETPROJECT NAME:Princeton AvenuePROJECT TYPE:CommercialPROJECT LOCATION:Moorpark, CAREFERENCE ETo:51.0TOTAL IRRIGATED LANDSCAPE AREA:44,317 sfMaxium Applied Water Allowance (MAWA)MAWA = (ETo) (0.62) [ (ETAF x LA) + ((1 - ETAF) x SLA) ]MAWA= Maximum Applied Water AllowanceETo = Reference Evapotranspiration (inches per year)0.62 = Conversion factor (to gallons per square foot)ETAF = Evapotranspiration Adjustment Factor = 0.45 for Non-residential AreasLA = Landscaped Area including SLA (sq ft)SLA = Portion of Landsape Area identified as Special Landscape Area - see Definitions (square feet)Applicant to fill in boxes below:44,317Irrigated Landscape Area including Special Landscape Area/SLA (square feet)0Portion of Landscape Area identified as Special Landscape Area (square feet)EToETAFAREA (sf)ConversionMAWAMAWA for Total LA51.0x0.45x44,317x0.62630,592MAWA for SLA*51.0x0.55x0x0.620Total MAWA630,592 (gallons per year)Estimated Total Water Use (ETWU)ETAF CalculationsETWU = (ETo) (0.62) [ (PF x HA) / IE + SLA) ]Regular Landscape AreasTotal ETAF x Area13,180ETWU = Estimated Total Water UseTotal Area44,317ETo = Reference Evapotranspiration (inches per year)Average ETAF0.300.62 = Conversion factor (to gallons per square foot)PF = Plant Factor from WUCOLS (see Table A)All Landscape AreasHA = Hydrozone Area (square feet)Total ETAF X Area13,180IE = Irrigation Efficiency (see Table B)Total Area44,317SLA - Portion of Landsape Area identified as Special Landscape Area - see Definitions (square feet)Sitewide ETAF0.30Average ETAF meets requirement for this site type.ETWU arrived from Hydrozone Table below=416,748gallons per yearETWU meets MAWA requirement.HYDROZONE TABLEhydrozoneplant wateruseplant factor(PF)irrigationmethodirrigationefficiency (IE)ETAF (PF/IE)hydrozonearea (HA)(sf)ETAF XArea% oflandscapeareaHydrozoneETWUREGULAR LANDSCAPE AREAS1 -VINES-NORTHWESTmod0.4drip/bubblers0.810.491,9899824%31,0562 -VINES- SOUTHmod0.4drip/bubblers0.810.494,5572,25010%71,1553 -GROUNDCOVERlow0.2drip/bubblers0.810.256,6651,64615%52,0334 -GROUNDCOVER- SOUTHWESTlow0.2drip/bubblers0.810.257,3831,82317%57,6415 -GROUNDCOVER- NORTHlow0.2drip/bubblers0.810.255,1261,26612%40,0236 -GROUNDCOVER- SOUTHEASTlow0.2drip/bubblers0.810.2512,6213,11628%98,5387 -VINES-NORTHEASTmod0.4drip/bubblers0.810.492,5151,2426%39,2778 -GROUNDCOVER- NORTHEASTlow0.2drip/bubblers0.810.253,4618558%27,025Regular Landscape Area Subtotal44,31713,180100%416,748SPECIAL LANDSCAPE AREAS (SLA)Special Landscape Area Subtotal000%0Total44,31713,180100%416,748Table A - PF (Plant Factor)Table B - IE (Irrigation Efficiency)Cool Season Turf*0.8Overhead Spray0.75Warm Season Turf**0.6Drip/Bubblers0.81High Water Using Plants0.8can be between 0.7 - 0.9*Dripline0.85Moderate Water Using Plants0.5can be between 0.4 - 0.6*ECO-mat0.89Low Water Using Plants0.2can be between 0.1 - 0.3*note: adjustment can be made based on exact type of equipment, see irrigation legendVery Low water Using Plants0.1below 0.1* species include tall fescue, ryegrass, bentgrass and kentucky bluegrass** species include bermudagrass, zoysiagrass, st. augustinegrassMONTHLY EToETo:Thousand Oaks, CAjan.feb.mar.aprilmayjunejulyaug.sept.oct.nov.dec.annual2.22.63.44.55.45.96.76.45.43.92.62.051.0PRESSURE LOSS CALCULATION (WORST CASE)P.O.C. 'A' - POTABLE WATERSTATION:A6STATIC PRESSURE:86 PSIGPM:15.9DESCRIPTIONPSIP.O.C.2" WATER METER0.402" REDUCED PRESSURE BACKFLOW12.00FITTINGS LOSSES (EST.)0.50TOTAL12.90MAINLINE1 1/2" MASTER VALVE0.451 1/2" FLOW METER0.452" MAINLINE (550 LF)1.50MAINLINE FITTINGS (@ 10%)0.15MAINLINE LOSS TOTAL2.55LATERAL1" CONTROL VALVE1.50LATERAL LINE (1650 LF, SIZES PER PLAN)1.62LATERAL FITTINGS (@ 23%)0.37LATERAL LOSS TOTAL3.49REQUIREDCOMPONENT LOSS TOTAL (P.O.C.+MAINLINE+LATERAL LINE)18.94REQUIRED AT HEAD30.00COMPONENT LOSSES PLUS HEAD LOSS48.9410% SAFTEY FACTOR4.89TOTAL PRESSURE REQUIRED53.84RESIDUALSTATIC PRESSURE86.00PRESSURE LOSS/GAIN FROM ELEVATION CHANGE (+/- 0.433 PSI/F-4.33TOTAL AVAILABLE PRESSURE81.67RESIDUAL PRESSURE (TOTAL AVAILAIBLE - TOTAL REQUIRED)27.83TOTAL PRESSURE ABOVE THE MINIMUM REQUIREDPRESSURE REGULATOR NEEDEDHYDROZONE LEGENDHZ#HYDROZONEIRRIGATION TYPE1VINES-NORTHWESTBUBBLERS2VINES- SOUTHBUBBLERS3GROUNDCOVERPOINT SOURCE EMITTER4GROUNDCOVER- SOUTHWESTPOINT SOURCE EMITTER5GROUNDCOVER- NORTHPOINT SOURCE EMITTER6GROUNDCOVER- SOUTHEASTPOINT SOURCE EMITTER7VINES-NORTHEASTBUBBLERS8GROUNDCOVER- NORTHEASTPOINT SOURCE EMITTERLATERAL PIPE SIZINGGPMSIZE1-83/4"8-121"12-221 1/4"22-301 1/2"30+2"ANTICIPATED MONTHLY IRRIGATION SCHEDULEJANFEBMARAPRMAYJUNEJULYAUGSEPOCTNOVDECANNUALirr.precipplantdailyfreq.totaldailyfreq.totaldailyfreq.totaldailyfreq.totaldailyfreq.totaldailyfreq.totaldailyfreq.totaldailyfreq.totaldailyfreq.totaldailyfreq.totaldailyfreq.totaldailyfreq.totaltotalHZ#VALVE/flowirr.effcy.arearate (PR)factorruntimeperETWUruntimeperETWUruntimeperETWUruntimeperETWUruntimeperETWUruntimeperETWUruntimeperETWUruntimeperETWUruntimeperETWUruntimeperETWUruntimeperETWUruntimeperETWUETWUhydrozone(GPM)type(IE)(sq.ft.)(in/hr.)(PF)(min.)weekGallons(min.)weekGallons(min.)weekGallons(min.)weekGallons(min.)weekGallons(min.)weekGallons(min.)weekGallons(min.)weekGallons(min.)weekGallons(min.)weekGallons(min.)weekGallons(min.)weekGallonsGallonsA1VINES-NORTHWEST12.25BUBBLERS0.811,9890.590.41321,3401321,3401321,3401521,5831332,0701342,7401342,7401253,2881453,5931364,0801553,8971253,2882,375A2VINES- SOUTH14.50BUBBLERS0.814,5570.310.41243,0691243,0691243,0691443,6281364,7441476,2781476,2781397,5341598,23215109,34814108,9291397,5345,441A3GROUNDCOVER12.70POINT SOURCE EMITTER0.816,6650.180.21432,2451432,2451432,2451242,6531353,4691464,5911464,5911475,5091486,0191496,8361586,5301475,5093,979A4GROUNDCOVER- SOUTHWEST9.00POINT SOURCE EMITTER0.817,3830.120.21352,4861352,4861352,4861362,9391473,8431595,0861595,08614116,10314126,66815137,57214137,23314116,1034,408A5GROUNDCOVER- NORTH7.60POINT SOURCE EMITTER0.815,1260.140.21341,7261341,7261341,7261252,0401462,6681383,5311383,5311494,23814104,63015115,25814115,0221494,2383,061A6GROUNDCOVER- SOUTHEAST15.90POINT SOURCE EMITTER0.8112,6210.120.21254,2511254,2511254,2511555,0241476,5691498,6951498,695141110,433141211,399141312,945151212,366141110,4337,535A7VINES-NORTHEAST15.25BUBBLERS0.812,5150.580.41321,6941321,6941321,6941032,0021332,6181343,4661343,4661354,1591454,5441365,1601554,9291354,1593,004A8GROUNDCOVER- NORTHEAST6.10POINT SOURCE EMITTER0.813,4610.170.21531,1661531,1661531,1661341,3781451,8021372,3851372,3851482,8611583,1261593,5501493,3911482,8612,0671.81.81.81.71.81.81.81.81.91.91.91.831,86931,86957NOTES:"I HAVE COMPLIED WITH THE CRITERIA OF THEORDINANCE (AB 1881) AND APPLIED THEMACCORDINGLY FOR THE EFFICIENT USE OF WATER INTHE IRRIGATION DESIGN PLAN""I AGREE TO COMPLY WITH THE REQUIREMENTS OF THEWATER EFFICIENT LANDSCAPE ORDINANCE ANDSUBMIT A COMPLETE LANDSCAPE DOCUMENTATIONPACKAGE"LANDSCAPE ARCHITECTDATEANDSCAPEARCHITECTDANIEL KIM PE 70701EXPIRATION DATE 6-30-2023~ n= ~'¥-= 0"1/Z7/2i I -~~ -8 Pacific ,CO(JSt LQOd ~~sign. \ns ----783 PUBLIC WORKS DEPARTMENTCITY OF MOORPARKDRAWING NO.SHEETOFSPEC. NO.ENGINEERINGPROJECT NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATEMOORPARKCALIFO R N I A I N C O R P ORATEDJULY11983ENGINEERING REVIEWED BY:DATE77MZBMCITY ENGINEER/PUBLIC WORKS DIRECTORSEAN CORRIGAN PE 39479EXPIRATION DATE 12-31-2019PRINCETON AVENUEIRRIGATION PLANSTA. 1+00.00 TO STA. 10+00.00LI-1.01461 E. Main StreetVentura, Ca 93001805.644.9697www.pc-ld.comMICHAELZIELSD O R F #6044T E ARC H Renewal DateDateDSignatureECILLANNSEDC SAPCET 10/31/21IO R F SignatureV VVVVVVVVVVVVVVVVVVVVVVVVVV(E)(W)(W)(W)(W)(W)((WWWWW))(W(W(WWW)W))(W(W(WWW)W)W)(W(W(W(WW)W)W)(W(W(W(W)W)W)W)(W(W(W(W)(W)W)W)(W(W(W(W)(W)W)W)(W)(W)(W)(W)(W(W)(W)(W)(W)(W)(W)(W)(W) (W) (W) (W) ( (W) (W) ( (W)((W) (W)VV+0+00+1+00+2+00+3+00+4+00+5+006++++++545570555550560575565 VVVVVVSDCBWVWVWVFHUP ICVICVDIFDCWMWMGUYICCOMMDIUPGUYGUY ICVICVICVDIICVICVICVFHWVGUYUPTMHWVWVWVGMUPUPAV#4578172 E #4578173 E ++++++++++BFP BFPBFP VVVVVVSDCBWMWMWMPRINCETON AVENUE(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G) (G) (G) (G (OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)((OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(O(OH)(OH)(OEEEEEEEEEEEEEE(W)(W)(W)(W)(W)(W) (W) (W)AAWAWAWAWAWAWAWAWAWAWAW(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)SD SD S545550555560565560565(OH)(OH)(OH)(OH)(OH)(SDSD(G)545545580585 GUYW W W W W (W)(W)#4557122EUP3/4 in3/4 in3/4 in3/4 in020 40 FTMATC H LI N E - STA. 5+25 SEE BELOW INSTALL MAINLINE AND LATERAL LINE INPLANTING AREA, 6" FROM EDGE OFHARDSCAPE, TYP.PROPOSED R.O.W.PROPOSED R.O.W.2" MAINLINE, TYP.VVVV VVVVVE)(E)(W)(W)(W)(W)(W)(W(W(WW)W)W)(W(W(WW)W)((W(WWW))((WWW)W)(WWW))((WWWW))(W(WWW)W)((W(WW)W)W)(W(W(W)W)W)(W(W(W)W)W)(W)(W)(W)(W)(W))(E)(E)(W) (W)VVVVVVVVVV+++++++00+6+00+7+00+8+00+9+00+10+00+++++545550580056054565V VVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVFHWV GUY UPGMWM GUY UPUPGUY UPHBUPGUY UPGUY #4557119EIRON PIPEGMWM (OH)(T)(T)(T)(T)(T)(G)(G)(G)(G)(G)(G)(G)(G(G)(G)(G)(G)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)AWAWAWAWAWAWAWAWAWAW(G) (G)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)555545(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(O(G)545550560 545 550555550545555545560SSD (G)(G)(G)(T)(T)(T)(T)(T)(T)(T)2'-0"PRINCETON AVENUE3/4 in3/4 in1.00 in1.00 in1.00 in1.00 in3/4 in3/4 in3/4 in3/4 in1 1/4 in1 1/4 in3/4 in3/4 in3/4 in3/4 inA11.00 in16.25HZ1020 40 FTMATCHLIN E - STA. 5+25 SEE ABOVE MATCHLINE- STA. 10+00SEE SHEET LI-1.02PROPOSED R.O.W.PROPOSED R.O.W.PROPOSED R.O.W.PROPOSED R.O.W.INSTALL MAINLINE ANDLATERAL LINE INPLANTING AREA, 6"FROM EDGE OFHARDSCAPE, TYP.2" MAINLINE, TYP.IRRIGATION NOTES1.SEE SHEET LI-0.01 FOR DETAILED IRRIGATIONSCHEDULES AND NOTES.2.SEE SHEET LI-0.02 FOR CA MWELOCALCULATIONS58IRRIGATION SCHEDULE (THIS SHEET)SYMBOLDESCRIPTIONBUBBLERS / DRIP EMITTERSSHRUB BUBBLER6 GPH POINT SOURCE EMITTERVALVESCONTROL VALVEMASTER VALVEGATE VALVEPIPEMAINLINELATERAL LINESLEEVESPOINT OF CONNECTIONPOINT OF CONNECTIONBACKFLOW PREVENTERQUICK COUPLER - RECLAIMEDCONTROLLERCONTROLLERMISCELLANEOUSFLUSH VALVEPULL BOXFLOW SENSOR**SEE SHEET LI-0.01 FOR COMPLETEIRRIGATION SCHEDULEPBFPOCCCDANIEL KIM PE 70701EXPIRATION DATE 6-30-2023X I • I s I Ell I .. -----7 I =----====-I I l ~ -----~ "' I I <zy I I DI I • I I □ I I □ --Paclllc,Co~st Lo~d Design.enc>----~------__ 8 784 PUBLIC WORKS DEPARTMENTCITY OF MOORPARKDRAWING NO.SHEETOFSPEC. NO.ENGINEERINGPROJECT NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATEMOORPARKCALIFO R N I A I N C O R P ORATEDJULY11983ENGINEERING REVIEWED BY:DATE77MZBMCITY ENGINEER/PUBLIC WORKS DIRECTORSEAN CORRIGAN PE 39479EXPIRATION DATE 12-31-2019PRINCETON AVENUEIRRIGATION PLANSTA. 10+00.00 TO STA. 15+00.00LI-1.02461 E. Main StreetVentura, Ca 93001805.644.9697www.pc-ld.comMICHAELZIELSD O R F #6044T E ARC H Renewal DateDateDSignatureECILLANNSEDC SAPCET 10/31/21IO R F SignatureVV E)E)(W)(W)(WWWWWWWWWWWWWWW)))))(((W(W(W(W(W(W(WWWWWWWWWWW)W)W)W)W)W))))(((W(W(W(W(W(W(W(WWWWWWWWWW)W)W)W)W)W)W)))(((((W(W(WWWWWWWWWWWWWWW)W))))))(W)(W)(W)(W)(W)(W)(W)(W)(W)((WWWW)((WWW)W)((WWW)W)(W)(W (W W)(W)(W)E)VVVVVVVVVVVVVVVVVVVVVVVVVVV++00+11+00+12+00+13+00+14+00+15+00+++++5456156106005955908555560560560VVVVVVVVVVVVVVVVVVVVVVVVVUPWVWVFHWVWMGUYUPUPWMTMHPRINCETON AVENUE(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(G) (G) W)AWAWAWAWAWAWAWAWAWAW(OH(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)570575580585590595600565570575575570565(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH(OH)(OH)(OH)(OH)(OH)(OH)(OH)550560UP545AILETHERE REPIPE HEREUPUPUP555560545560560(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)3/4 in3/4 in3/4 in3/4 in1 1/4 in1 1/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in1 1/4 in1 1/4 in A21.00 in14.50HZ2A31 1/4 in12.70HZ3020 40 FTMATCHLINE- STA. 10+00SEE SHEET LI-1.01MATCHLINE- STA. 15+00SEE SHEET LI-1.03PROPOSED R.O.W.PROPOSED R.O.W.PROPOSED R.O.W.PROPOSED R.O.W.INSTALL MAINLINE AND LATERAL LINE INPLANTING AREA, 6" FROM EDGE OFHARDSCAPE, TYP.2" MAINLINE, TYP.IRRIGATION NOTES1.SEE SHEET LI-0.01 FOR DETAILED IRRIGATIONSCHEDULES AND NOTES.2.SEE SHEET LI-0.02 FOR CA MWELOCALCULATIONS59IRRIGATION SCHEDULE (THIS SHEET)SYMBOLDESCRIPTIONBUBBLERS / DRIP EMITTERSSHRUB BUBBLER6 GPH POINT SOURCE EMITTERVALVESCONTROL VALVEMASTER VALVEGATE VALVEPIPEMAINLINELATERAL LINESLEEVESPOINT OF CONNECTIONPOINT OF CONNECTIONBACKFLOW PREVENTERQUICK COUPLER - RECLAIMEDCONTROLLERCONTROLLERMISCELLANEOUSFLUSH VALVEPULL BOXFLOW SENSOR**SEE SHEET LI-0.01 FOR COMPLETEIRRIGATION SCHEDULEPBFPOCCCDANIEL KIM PE 70701EXPIRATION DATE 6-30-2023----:------------------! 0 -------------------I -~ //~. ---.~ X I I • I I s I I Ell I I .. I ••• I -I I I I I I I "' I I <zy I I DI • I □ I □ I 785 PUBLIC WORKS DEPARTMENTCITY OF MOORPARKDRAWING NO.SHEETOFSPEC. NO.ENGINEERINGPROJECT NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATEMOORPARKCALIFO R N I A I N C O R P ORATEDJULY11983ENGINEERING REVIEWED BY:DATE77MZBMCITY ENGINEER/PUBLIC WORKS DIRECTORSEAN CORRIGAN PE 39479EXPIRATION DATE 12-31-2019PRINCETON AVENUEIRRIGATION PLANSTA. 15+00.00 TO STA. 20+00.00LI-1.03461 E. Main StreetVentura, Ca 93001805.644.9697www.pc-ld.comMICHAELZIELSD O R F #6044T E ARC H Renewal DateDateDSignatureECILLANNSEDC SAPCET 10/31/21IR F SignatureV+++++VVVVV V+++))(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W) (W) (W) (W) (W))V+15+00+16+00+17+00+18+00+19+00+20+00+++++(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)50570565595555560560 565+++++++++++++++++VVVVVVVVVVVWVWVFHEMHWMELECGMELECUPWMWMGUYUPUPUPTMHCAISSON(OH) (OH) (OH)WAWAWAWAWAWAWAWAWAWAWHWY 23(SOUTHBO(2)6" OVER15" CMP(OH)(OH)(OH)(OH)5056558556557057556055555056545545550555545 560555 (2)8" SD MARKERHBUPUPHBGUYDIDIDI+++SDSD(OH)(OH)(OH)(OH)(OH)(OH)DETAILED TOPOFOR NEWDRIVEWAY ANDSTORMDRAINOUTFALLD TOPO - ISEALLY ARE?565545560550570575580585590 GUYSSD565E E(G)(G)(G)(G)(G)(G(G)(G)(G)(G)(G)(GG)(G)(G)(G)(G)SSDEEEEEEEEEEEEEEEEEE(T)(E)E)12" PEP4'-3"2'-3"4'-2"3'-11"PRINCETON AVENUE3/4 in3/4 inPOCCPB3/4 in3/4 in3/4 in3/4 inF3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in 3/4 in3/4 in 3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in 1.00 in1.00 in PBA41.00 in9.00HZ4A51.00 in7.60HZ5020 40 FTMATCHL I N E - STA. 15+00 SEE SHEET LI-1.02MATCHLINE- STA. 20+00SEE SHEET LI-1.04IRRIGATION POINT OF CONNECTION ‘A’ NEW 2" WATERMETER-STATIC PRESSURE 86 PSI (PER VENTURA COUNTYWATERWORKS NO. 1 ON 09/12/2019, TOM BANDAGSKI(805)378-3023). COORDINATE WITH VENTURA COUNTYWATERWORKS NO. 1. NEW 2" BACKFLOW PREVENTERAND APPURTENANCES. CONTRACTOR TO CONFIRMPRIOR TO IRRIGATION INSTALLATION AND REPORTDISCREPANCES TO CITY REPRESENATIVE.IRRIGATION CONTROLLER PEDESTAL 'A': INSTALLENCLOSURE PER IRRIGATION LEGEND. LOCATE PEDESTALAT BACK OF WALK WITHIN CITY R.OW. CONTRACTOR TOPROVIDE PULL BOX AND CONDUIT FRUN FROM S.C.E.POWER SOURCE TO NEW PEDESTAL. FINAL LOCATIONSHALL BE AS DEFINED BY S.C.E. AND APPROVED IN THEFIELD BY A CITY REPRESENTATIVE.PROPOSED R.O.W.PROPOSED R.O.W.CALTRANS R.O.W.PROPOSED R.O.W.CALTRANS R.O.W.CALTRANS R.O.W.INSTALL MAINLINE AND LATERAL LINE INPLANTING AREA, 6" FROM EDGE OFHARDSCAPE, TYP.DIRECTIONAL BORE UNDER ROADWAYPER NOTE #20, SHEET LI-0.012" MAINLINE, TYP.IRRIGATION NOTES1.SEE SHEET LI-0.01 FOR DETAILED IRRIGATIONSCHEDULES AND NOTES.2.SEE SHEET LI-0.02 FOR CA MWELOCALCULATIONS60IRRIGATION SCHEDULE (THIS SHEET)SYMBOLDESCRIPTIONBUBBLERS / DRIP EMITTERSSHRUB BUBBLER6 GPH POINT SOURCE EMITTERVALVESCONTROL VALVEMASTER VALVEGATE VALVEPIPEMAINLINELATERAL LINESLEEVESPOINT OF CONNECTIONPOINT OF CONNECTIONBACKFLOW PREVENTERQUICK COUPLER - RECLAIMEDCONTROLLERCONTROLLERMISCELLANEOUSFLUSH VALVEPULL BOXFLOW SENSOR**SEE SHEET LI-0.01 FOR COMPLETEIRRIGATION SCHEDULEPBFPOCCCDANIEL KIM PE 70701EXPIRATION DATE 6-30-2023X I • I s I l Ell I .. I ••• I -I 7 I I r 7 I 7 "' I 7 <zy I I DI I • I I □ I I □ I I -~ ~r i --~ ffi 786 PUBLIC WORKS DEPARTMENTCITY OF MOORPARKDRAWING NO.SHEETOFSPEC. NO.ENGINEERINGPROJECT NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATEMOORPARKCALIFO R N I A I N C O R P ORATEDJULY11983ENGINEERING REVIEWED BY:DATE77MZBMCITY ENGINEER/PUBLIC WORKS DIRECTORSEAN CORRIGAN PE 39479EXPIRATION DATE 12-31-2019PRINCETON AVENUEIRRIGATION PLANSTA. 20+00.00 TO STA. 30+00.00LI-1.04461 E. Main StreetVentura, Ca 93001805.644.9697www.pc-ld.comMICHAELZIELSD O R F #6044T E ARC H Renewal DateDateDSignatureECILLANNSEDC SAPCET 10/31/21IO R F SignatureV++++++++++++VV(E (W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W))(W)(W)(W)(E (E V(W)(W))+25+00+26+00+27+00+28+00+29+00+30+00+++++E)(E)(E)(E)(E)(E)580580565570560560575SVV+++++++++++GUYUPUPTMHWMWMWMFHWVWVWVSMHUPGUYWMUPUPUPRISERTELE#679836EGMNOGALE S A V E N U E (T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)SSSSS(G)(G)(G)(G)AWAWAWAWAWAWAW(G)(G)(OH)(OH)(OH)585590595600575SD(G)(G)(G)(OH)(OH)(OH)(OH)(OH)(OH)(OEEE(G)(G)(G)(G)(G)(OH)(OH)(OH)(OH)WMWMWVWVWVWVGUYGUYGUYGUYUPUPFO RISER EDISONVAULTUP565EEEEEEEEEEE(G)(G)(G)(G)(G)(G)(G)(G)(G))(G)575570655755705655805605605755805855905956005705655805(W)(W)(W)(W)(T)PRINCETON AVENUE3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in020 40 FTMATCHLINE- STA. 25+00SEE ABOVELIMIT OF WORK LANDSCA P E PLANS- STA. 30+00 PROPOSED R.O.W.PROPOSED R.O.W.INSTALL MAINLINE AND LATERAL LINE INPLANTING AREA, 6" FROM EDGE OFHARDSCAPE, TYP.2" MAINLINE, TYP.V+V++++++++++++++++++++++++++++++++++)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)W)V+20+00+21+00+22+00+23+00+24+00+25+00+++++(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)570560560VVVVVVVVVVVVVVVVVVVVVTMHCAISSON+++++++PRINCETONAVENUEAWAWAWAWAWAWAWAWAWAWAWOUND) 42"S D24"SDSDSDSDSSD SD SD 36"SD560565570SDSDWMMARKERDETAILED TOPOFOR PIPEEXTENSIONUP560555555565SDSDSDSDSD565SDD(G)(G)(G)(G)(G)G)(G)(G)(G)(G)(GG)(G)560EEEEEEEEEEEEEEEEEEEEEEEE(G)(G)(G)(G)(G)(G)(G)(G)(G)SDD(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)5655755705655603'-0"2'-1"3/4 in3/4 in1.00 in1.00 in1.00 in1.00 in3/4 in3/4 in1 1/4 in1 1/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in 3/4 in3/4 in 3/4 in3/4 in3/4 in3/4 in1.00 in1.00 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in 3/4 in3/4 in3/4 in3/4 in 3/4 in3/4 in3/4 in3/4 in3/4 in3/4 in1 1/4 in1 1/4 inA61.00 in15.90HZ6A71.00 in15.25HZ7A81.00 in6.10HZ8020 40 FTMATC H LI N E - STA. 20+00 SEE SHEE T LI-1.0 3 MATCHLINE- STA. 25+00SEE BELOWPROPOSED R.O.W.CALTRANS R.O.W.CALTRANSR.O.W.CALTRANS R.O.W.INSTALL MAINLINE ANDLATERAL LINE IN PLANTINGAREA, 6" FROM EDGE OFHARDSCAPE, TYP.2" MAINLINE, TYP.IRRIGATION NOTES1.SEE SHEET LI-0.01 FOR DETAILED IRRIGATIONSCHEDULES AND NOTES.2.SEE SHEET LI-0.02 FOR CA MWELOCALCULATIONS61IRRIGATION SCHEDULE (THIS SHEET)SYMBOLDESCRIPTIONBUBBLERS / DRIP EMITTERSSHRUB BUBBLER6 GPH POINT SOURCE EMITTERVALVESCONTROL VALVEMASTER VALVEGATE VALVEPIPEMAINLINELATERAL LINESLEEVESPOINT OF CONNECTIONPOINT OF CONNECTIONBACKFLOW PREVENTERQUICK COUPLER - RECLAIMEDCONTROLLERCONTROLLERMISCELLANEOUSFLUSH VALVEPULL BOXFLOW SENSOR**SEE SHEET LI-0.01 FOR COMPLETEIRRIGATION SCHEDULEPBFPOCCCDANIEL KIM PE 70701EXPIRATION DATE 6-30-2023\ \ ;\'._'.~~'Cr>'. ~·"-\ "\ ••· :r / I fr-• . /, ' ;··. / 0 ' ""-. -z◊ ~c::==~;;;~~~~:t:~-;:;.:;::; I /:, I • \ I ::\ I l----\ " ____ -,::-_;:.-_::::::::-~ I \!J:;J-j}' / ,/_:;=.~-='.;-.,:;=.----= . ~-\ t-----:::==~ , . . 0 . \ ! -~ ;----·-.:=-,;,,-c<-----~-,. : ; : . \ I #p---------------. , . ~~.:,:o: --\ -----8------------. . , ~ ----\ I --•• =-=~:-:o":~:;;;::.~~ . . ... ····· ...... ····. , ·~···. ': ..... ····· .... ····· I . >"~-~---,~-------~-~-.. .....--.::;~~ ,.,0· ~-\ ·~ , =~ ~~if I ,;2, h 1 1 n1 1 J "'· ~ t\ \ Paclllc,Co~st Lo~d Design.enc.>------<------__ 8 X I I • I I s I I Ell I I .. I I ••• I I -I I I I I I I I "' I I <zy I I DI I • I I □ I I □ I I 787 PUBLIC WORKS DEPARTMENTCITY OF MOORPARKDRAWING NO.SHEETOFSPEC. NO.ENGINEERINGPROJECT NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATEMOORPARKCALIFO R N I A I N C O R P ORATEDJULY11983ENGINEERING REVIEWED BY:DATE77MZBMCITY ENGINEER/PUBLIC WORKS DIRECTORSEAN CORRIGAN PE 39479EXPIRATION DATE 12-31-2019PRINCETON AVENUEIRRIGATION DETAILSLI-2.01461 E. Main StreetVentura, Ca 93001805.644.9697www.pc-ld.comMICHAELZIELSD O R F #6044T E ARC H Renewal DateDateDSignatureECILLANNSEDC SAPCET 10/31/21IO R F Signature62FLOW1LEGEND:FINISH GRADEBARK MULCHVALVE BOXPVC MAINLINEFLOW SENSOR PER LEGENDPROVIDE BRICK FOR BASE SUPPORTWIRES FROM FLOW SENSOR TOCONTROLLER PER MANUFACTURESSPECIFICATIONS6" MIN. PEA GRAVEL DRAIN SUMP4231NOTES:1.INSTALL VALVE BOX 1" ABOVE TOP OFMULCH2.WRAP ALL THREADED FITTINGS WITHTEFLON TAPE2354567687818" MIN.6"FLOW SENSORScale: 3/4" = 1'-0"DBACKFLOW PREVENTER DETAILN.T.S.BREMOTE CONTROL VALVEN.T.S.ABUBBLER DETAILN.T.S.C6"LEGEND:KINK RESISTANT FLEXIBLE PIPEFINISH GRADEVALVE BOXCOMPACTED NATIVE SUBGRADEPVC LATERAL LINEPROVIDE BRICK FOR BASE SUPPORTPVC MANUAL BALL VALVETHREAD BY BARB ELBOW FITTING6" MIN. PEA GRAVELNOTES:1.INSTALL VALVE BOX 1" ABOVE FINISH GRADE ORFLUSH IN PAVED AREAS2.WRAP ALL THREADED FITTINGS W/ TEFLON TAPE321649752345761988FLUSH VALVEScale: 1" = 1'-0"ELEGEND:FINISH GRADEVALVE BOXCOMPACTED NATIVE BACKFILLPROVIDE BRICK FOR BASE SUPPORTELECTRICAL CONDUIT WITH SWEEPING ELL6" MIN. PEA GRAVELADJACENT CONCRETEDBY-6 DIRECT BURIAL SPLICE KITNOTES:1. INSTALL VALVE BOX 1" ABOVE FINISH GRADEOR FLUSH IN PAVED AREAS2. MAXIMUM WIRE SIZES PER CONNECTOR ARE3-14'S OR 2-12'S5327864112356478PULL BOXScale: 3/4" = 1'-0"FLEGEND:BARK MULCHFINISH GRADEWIRE CONNECTORSELECTRIC MASTER CONTROL VALVE PERLEGENDVALVE BOXPVC MAINLINEPROVIDE BRICK FOR BASE SUPPORT6" MIN. PEA GRAVELCOMMON WIRE EXPANSION CURLCONTROL WIRE EXPANSION CURLNOTES:1.INSTALL VALVE BOX 1" ABOVE TOP OFMULCHOR FLUSH IN PAVED AREAS2.WRAP ALL THREADED FITTINGS W/TEFLON TAPE18" MIN.6"1234567891012345678910MASTER VALVEScale: 1" = 1'-0"GLEGEND:FINISH GRADEGATE VALVE PER LEGENDPVC SCH80 MALE ADAPTER TWO (2)REQUIREDVALVE BOXPVC MAINLINEPROVIDE BRICK FOR BASE SUPPORT6" MIN. PEA GRAVELNOTES:1. INSTALL VALVE BOX 1" ABOVE FINISHGRADE OR FLUSH IN PAVED AREAS2. WRAP ALL THREADED FITTINGS W/TEFLON TAPE24" MIN.6"13264751235647GATE VALVEScale: 1" = 1'-0"HDANIEL KIM PE 70701EXPIRATION DATE 6-30-20230 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ~ c;1yofMoo,parl< Community Development Department Pacific Coast Land Design. Inc ~ '•V•"" ', "' •,.• •1------1--~ 0 0 0 0 0 0 0 0 0 t<EY ~TOP (Jf'MJ.t,t1 ......,..,.., -~= 1 @~~ft~ @)PVC, sa'l 40 EU. (t)PVe, '5Gt1 40 ~ a.L Q)PVe, SCt1 40 m &R OJ.. @PVC,\..AT'BUt..Pff. Bubbler Detail 0 0 0 0 0 0 0 0 Plate 2-4 KEY 0=~'=-~ 0----0DTJ$ , 0:r-:-~~:t= 1 N(,-.:>1"1~ • M0.01l1"4 , IOll,tlNt:Ca.L.:.i.1'!1:. ' ;· =: :::;:;..-:-:-~=----t-st:t-='."\-'1 ~""'-"'~-• ,w;~"""l'I.M ®-"""""""''---®-•""'la.•-IU!:MOTlfCQMT"-Q:I. VALVePl!!TAIL~~TI! 2·1} City of Moorpark Remote Control I Community Development Valve Detail Department t<eY ©ltl:P..aP~ --©M.l.Wl.VI! @~~~ @-City of Moorpark . Community Development Department Backflow Preventer Detail Plate 2-1 Plate 2-3 788 PUBLIC WORKS DEPARTMENTCITY OF MOORPARKDRAWING NO.SHEETOFSPEC. NO.ENGINEERINGPROJECT NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATEMOORPARKCALIFO R N I A I N C O R P ORATEDJULY11983ENGINEERING REVIEWED BY:DATE77MZBMCITY ENGINEER/PUBLIC WORKS DIRECTORSEAN CORRIGAN PE 39479EXPIRATION DATE 12-31-2019PRINCETON AVENUEIRRIGATION DETAILSLI-2.02461 E. Main StreetVentura, Ca 93001805.644.9697www.pc-ld.comMICHAELZIELSD O R F #6044T E ARC H Renewal DateDateDSignatureECILLANNSEDC SAPCET 10/31/21IO R F Signature6324" MIN.13456789102LEGEND:FINISH GRADEQUICK COUPLER VALVE PER LEGENDVALVE BOXPROVIDE BRICK BASE FOR SUPPORTCOMPACTED SUBGRADEPEA GRAVELSCH 80 NIPPLETWO 90° PVC STREET ELLSPVC MAINLINESCH 80 SxT COUPLINGNOTES:1. INSTALL VALVE BOX 1" ABOVE FINISH GRADEOR FLUSH IN PAVED AREAS2. WRAP ALL THREADED FITTINGS W/ TEFLONTAPEF.G.12345678910QUICK COUPLERScale: 1 1/2" = 1'-0"ALEGEND:ADJACENT PAVINGBASE MATERIALFINISH GRADECOMPACTED NATIVE BACKFILLSAND BACKFILL - MINIMUM 2" LAYERSAND BED BENEATH LOWEST PIPE,MINIMUM 6" FILL ABOVE HIGHEST PIPELOW VOLTAGE WIRINGIRRIGATION MAINLINEIRRIGATION LATERAL LINESCH. 40 PVC SLEEVING FORIRRIGATION MAINLINE AND LATERAL(ALL PIPES SLIDE EASILY W/ EXTRASPACE)ELECTRICAL CONDUIT FOR WIRES(ALLOW EXTRA ROOM FOR WIREMOVEMENT)NATIVE SUBGRADENOTES:1. EXTEND ALL SLEEVING UNDERNEATH PAVING 12" MINIMUM INTOPLANTERS2. MAINLINE TRENCHING UNDERNEATH TREE DRIP LINES SHALL INCLUDEROOT PRUNING. NO ROOT OVER 2" DIAMETER SHALL BE CUT WITHOUTAPPROVAL BY THE CITY ARBORIST.SECTION UNDER PAVINGSECTION IN PLANTER24" MIN.18" MIN.6"6"6"24" MIN.101111101114638972231459678545TRENCHINGScale: 3/4" = 1'-0"BSS TOP ENTRY CONTROLLER ENCLOSUREN.T.S.CEXISTING SLOPE.SxSxT TEE OR ELL.LATERAL ON GRADE SHALL BE UVR PIPE (SETABOVE BASIN)TWO 90° PVC STREET ELLS.RISER PER IRRIGATION SCHEDULEPOINT SOURCE EMITTERS - 1/2" THREADEDCONNECTION.#3 REBAR J-HOOK 10' O.C.MAX. 1:1 CUT SLOPE @ BACK OF SHRUB.BASIN FINISH GRADE.4" HIGH WATERING BASIN.1234567891234567810910LEGEND:NOTE:1.REFER TO IRRIGATION SCHEDULEFOR MATERIAL MODELS ANDMANUFACTURERS.2.STAKE RISERS WITH 6", 9 GAUGEGALVANIZED TIE DOWN STAKESPOINT SOURCE DRIP EMITTER ON SLOPE'Scale: 3/4" = 1'-0"E1LEGEND:23452456PLACE EMITTER 9" MAX FROM PLANTSTEM. SEE ENLARGEMENTDIFFUSER BUG CAPUNIVERSAL1/4" TUBING STAKE1/4" DISTRIBUTION TUBINGTOP OF MULCHPRESSURE-COMPENSATING MODULEBARB INLET X BARB OUTLET EMITTER17MM TUBING PER IRRIGATION LEGENDFINISH GRADEF.G.9" MIN.SECTIONENLARGEMENT1386778POINT SOURCE DRIP EMITTERScale: 1 1/2" = 1'-0"DDANIEL KIM PE 70701EXPIRATION DATE 6-30-2023Paclllc,Co~st Lo~d Design.enc.>-----<---------___ 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G)coNTROLLERENCLOSURE @120-vou SERVICE IN CONDUIT @POURED CONCRETE BASE -6" MIN. 0 :~&JT~~; SWEEP m -SIZE AS ® ~~~c;N~~A~A~~~~OL 'MRES ,~FINISH GRADE ·:D ~~~~Etr1~8TE~~~~~L;J~itl 'MTHPLACAROS. @)AUTOMATIC COOTROLl.ER. 789 PUBLIC WORKS DEPARTMENTCITY OF MOORPARKDRAWING NO.SHEETOFSPEC. NO.ENGINEERINGPROJECT NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATEMOORPARKCALIFO R N I A I N C O R P ORATEDJULY11983ENGINEERING REVIEWED BY:DATE77MZBMCITY ENGINEER/PUBLIC WORKS DIRECTORSEAN CORRIGAN PE 39479EXPIRATION DATE 12-31-2019PRINCETON AVENUEPLANTING NOTES & SCHEDULELP-0.01461 E. Main StreetVentura, Ca 93001805.644.9697www.pc-ld.comMICHAELZIELSD O R F #6044T E ARC H Renewal DateDateDSignatureECILLANNSEDC SAPCET 10/31/21IO R F SignaturePLANTING NOTES1.ALL PLANTED AREAS SHALL BE THOROUGHLY RIPPED TO A DEPTH OF 8", USING RIPPER WITH TEETH NO WIDER THAN 12" O.C. WHEREPOSSIBLE. THE RIPPING SHOULD BE DONE IN TWO DIRECTIONS TO REDUCE THE COMPACTION WHICH OCCURS AS A RESULT OFCONSTRUCTION.2.THE CONTRACTOR SHALL COLLECT A MINIMUM OF EIGHT SOIL SAMPLES FROM NEW PLANTING AREAS FOR AGRONOMIC TESTING &AMENDMENT RECOMMENDATIONS FROM FRUIT GROWERS LAB @ (805) 392-2000. RESULTS SHALL BE TRANSMITTED TO CLIENT ANDLANDSCAPE ARCHITECT OF RECORD. SOIL MANAGEMENT REPORT RECOMMENDATIONS SHALL ADDRESS THE FOLLOWING AT AMINIMUM: SOIL TEXTURE, SOIL INFILTRATION RATE, SOIL PH, AND SUGGESTED AMENDMENTS BASED UPON PROPOSED PLANTING PALETTE.SEE SPECIFICATIONS.3.FOR SOILS LESS THAN 6% ORGANIC MATTER IN THE TOP 6 INCHES OF SOIL, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDSPER 1,000 SQUARE FEET OR PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL4.ALL AMENDMENTS TO BE APPLIED PER SOIL MANAGEMENT REPORT, OR IF NO TECHNIQUE IS SPECIFIED, THEN MIXED TOGETHER ANDROTOTILLED INTO PLANTING AREAS TO A DEPTH OF 6". (UNTIL RESULTS OF SOIL MANAGEMENT REPORT ARE OBTAINED, THE FOLLOWINGAMENDMENTS MAY BE USED FOR BID PURPOSES ONLY. RESULTS OF SOILS ANALYSIS SUPERSEDE THESE QUANTITIES): 5 LBS/1000 SF POTASSIUM SULFATE 5 LBS/1000 SF AMMONIUM SULFATE 5 LBS/1000 SF SINGLE SUPERPHOSPHATE OR EQ. 80 LBS/1000 SF AGRICULTURAL GYPSUM 6 CY GENERAL PURPOSE SOIL AMENDMENT5.BACKFILL PER CY FOR CONTAINER PLANTS (BACKFILL MIX PROVIDED FOR BID PURPOSES ONLY. RESULTS OF SOILS ANALYSIS SUPERSEDETHESE QUANTITIES): 1/4 LB POTASSIUM SULPHATE 1/4 LB AMMONIUM SULPHATE 1/5 LB SINGLE SUPERPHOSPHATE OR EQ. 4 LBS AGRICULTURAL GYPSUM 5 PARTS BY VOLUME NATIVE SOIL 1 PART BY VOLUME AQUINAGA TURF PLUS6.GRO-POWER PLANTING TABLETS PLACED 2 INCHES DEEP AND 2" OUTSIDE ROOT BALL: (3) PER 1 GAL; (9) PER 5 GAL; (15) PER 15 GAL,(24) PER 24" BOX AND (24) PER 36" BOX7.ALL TREES WITHIN 5 FT. OF PAVEMENT TO HAVE CENTURY PRODUCTS LINEAR CP36-2 'POLYETHYLENE' ROOT BARRIERS INSTALLED PERMANUFACTURER'S RECOMMENDATIONS 1 1/2" OFF BACK OF CURB OR EDGE OF PAVEMENT. ROOT BARRIER TO BE INSTALLED AT BACKOF HARDSCAPE, IN 10 FOOT PANELS CENTERED ON THE TREE TRUNK, (NOT IN CIRCLE AROUND ROOT BALL).8.PLANT MATERIAL QUANTITIES LISTED FOR CONVENIENCE OF CONTRACTOR. ACTUAL NUMBER OF SYMBOLS SHALL HAVE PRIORITY OVERQUANTITY DESIGNATED.9.A MINIMUM 3-INCH LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT TURF AREAS,CREEPING OR ROOTING GROUNDCOVERS, OR DIRECT SEEDING APPLICATIONS WHERE MULCH IS CONTRADICTORY.10.MULCH SHALL BE ES-2 MULCH FROM AGROMIN PREMIUM SOIL PRODUCTS (805) 482.8749. PROVIDE SAMPLE TO LANDSCAPE ARCHITECTOF RECORD FOR APPROVAL.11.SLOPES GREATER THAN A 3:1 INCLINE REQUIRE A SMOLDER RESISTANT JUTE NETTING WITH 4" OVERLAP AND SHALL BE PINNED AT 4' O.C.ALONG OVERLAP.12.SEE SHEET, LP-2.01 FOR ALL PLANTING DETAILS64PLANT SCHEDULE - VINES/GROUNDCOVERSYMBOLQTYLATIN NAMECOMMON NAMEWUCOLSSIZEVINES73Distictis buccinatoriaScarlet Trumpet VineM5 gal111Parthenocissus tricuspidata'Veitchii'Boston IvyM5 galGROUNDCOVER440Baccharis pilularis 'PigeonPoint'Dwarf Coyote BushL5 gal180Ceanothus griseus horizontalis'Yankee Point'Yankee Point California LilacL5 galDANIEL KIM PE 70701EXPIRATION DATE 6-30-2023790 PUBLIC WORKS DEPARTMENTCITY OF MOORPARKDRAWING NO.SHEETOFSPEC. NO.ENGINEERINGPROJECT NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATEMOORPARKCALIFO R N I A I N C O R P ORATEDJULY11983ENGINEERING REVIEWED BY:DATE77MZBMCITY ENGINEER/PUBLIC WORKS DIRECTORSEAN CORRIGAN PE 39479EXPIRATION DATE 12-31-2019PRINCETON AVENUEPLANTING PLANSTA. 1+00.00 TO STA. 10+00.00LP-1.01461 E. Main StreetVentura, Ca 93001805.644.9697www.pc-ld.comMICHAELZIELSD O R F #6044T E ARC H Renewal DateDateDSignatureECILLANNSEDC SAPCET 10/31/21IO R F SignatureV VVVVVVVVVVVVVVVVVVVVVVVVVV(E)(W)(W)(W)(W)(W)((WWWWW))(W(W(WWW)W))(W(W(WWW)W)W)(W(W(W(WW)W)W)(W(W(W(W)W)W)W)(W(W(W(W)(W)W)W)(W(W(W(W)(W)W)W)(W)(W)(W)(W)(W(W)(W)(W)(W)(W)(W)(W)(W) (W) (W) (W) ( (W) (W) ( (W)((W) (W)VV+0+00+1+00+2+00+3+00+4+00+5+006++++++545570555550560575565 VVVVVVSDCBWVWVWVFHUP ICVICVDIFDCWMWMGUYICCOMMDIUPGUYGUY ICVICVICVDIICVICVICVFHWVGUYUPTMHWVWVWVGMUPUPAV#4578172 E #4578173 E ++++++++++BFP BFPBFP VVVVVVSDCBWMWMWMPRINCETON AVENUE(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G) (G) (G) (G (OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)((OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(O(OH)(OH)(OEEEEEEEEEEEEEE(W)(W)(W)(W)(W)(W) (W) (W)AAWAWAWAWAWAWAWAWAWAWAW(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)SD SD S545550555560565560565(OH)(OH)(OH)(OH)(OH)(SDSD(G)545545580585 GUYW W W W W (W)(W)#4557122EUP020 40 FTMATC H LI N E - STA. 5+25 SEE BELOW PROPOSED R.O.W.PROPOSED R.O.W.VVVV VVVVVE)(E)(W)(W)(W)(W)(W)(W(W(WW)W)W)(W(W(WW)W)((W(WWW))((WWW)W)(WWW))((WWWW))(W(WWW)W)((W(WW)W)W)(W(W(W)W)W)(W(W(W)W)W)(W)(W)(W)(W)(W))(E)(E)(W) (W)VVVVVVVVVV+++++++00+6+00+7+00+8+00+9+00+10+00+++++545550580056054565V VVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVFHWV GUY UPGMWM GUY UPUPGUY UPHBUPGUY UPGUY #4557119EIRON PIPEGMWM (OH)(T)(T)(T)(T)(T)(G)(G)(G)(G)(G)(G)(G)(G(G)(G)(G)(G)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)AWAWAWAWAWAWAWAWAWAW(G) (G)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)555545(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(O(G)545550560 545 550555550545555545560SSD (G)(G)(G)(T)(T)(T)(T)(T)(T)(T)2'-0"PRINCETON AVENUE020 40 FTMATCHLIN E - STA. 5+25 SEE ABOVE MATCHLINE- STA. 10+00SEE SHEET LP-1.02PROPOSED R.O.W.PROPOSED R.O.W.PROPOSED R.O.W.PROPOSED R.O.W.PLANTING NOTES1.SEE SHEET LP-0.01 FOR DETAILED PLANTINGSCHEDULES AND NOTES.65DANIEL KIM PE 70701EXPIRATION DATE 6-30-2023=----====-~ -----~ --Paclllc,Co~stlo~d Design.enc f------1-------__ 8 791 PUBLIC WORKS DEPARTMENTCITY OF MOORPARKDRAWING NO.SHEETOFSPEC. NO.ENGINEERINGPROJECT NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATEMOORPARKCALIFO R N I A I N C O R P ORATEDJULY11983ENGINEERING REVIEWED BY:DATE77MZBMCITY ENGINEER/PUBLIC WORKS DIRECTORSEAN CORRIGAN PE 39479EXPIRATION DATE 12-31-2019PRINCETON AVENUEPLANTING PLANSTA. 10+00.00 TO STA. 15+00.00LP-1.02461 E. Main StreetVentura, Ca 93001805.644.9697www.pc-ld.comMICHAELZIELSD O R F #6044T E ARC H Renewal DateDateDSignatureECILLANNSEDC SAPCET 10/31/21IO R F SignatureVV E)E)(W)(W)(WWWWWWWWWWWWWWW)))))(((W(W(W(W(W(W(WWWWWWWWWWW)W)W)W)W)W))))(((W(W(W(W(W(W(W(WWWWWWWWWW)W)W)W)W)W)W)))(((((W(W(WWWWWWWWWWWWWWW)W))))))(W)(W)(W)(W)(W)(W)(W)(W)(W)((WWWW)((WWW)W)((WWW)W)(W)(W (W W)(W)(W)E)VVVVVVVVVVVVVVVVVVVVVVVVVVV++00+11+00+12+00+13+00+14+00+15+00+++++5456156106005955908555560560560VVVVVVVVVVVVVVVVVVVVVVVVVUPWVWVFHWVWMGUYUPUPWMTMHPRINCETON AVENUE(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(G) (G) W)AWAWAWAWAWAWAWAWAWAW(OH(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)570575580585590595600565570575575570565(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH)(OH(OH)(OH)(OH)(OH)(OH)(OH)(OH)550560UP545AILETHERE REPIPE HEREUPUPUP555560545560560(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)020 40 FTMATCHLINE- STA. 10+00SEE SHEET LP-1.01MATCHLINE- STA. 15+00SEE SHEET LP-1.03PROPOSED R.O.W.PROPOSED R.O.W.PROPOSED R.O.W.PROPOSED R.O.W.PLANTING NOTES1.SEE SHEET LP-0.01 FOR DETAILED PLANTINGSCHEDULES AND NOTES.66DANIEL KIM PE 70701EXPIRATION DATE 6-30-20231 +---------:J~--------1 - ---- - -------t-1-t---------------------------------1 I --792 PUBLIC WORKS DEPARTMENTCITY OF MOORPARKDRAWING NO.SHEETOFSPEC. NO.ENGINEERINGPROJECT NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATEMOORPARKCALIFO R N I A I N C O R P ORATEDJULY11983ENGINEERING REVIEWED BY:DATE77MZBMCITY ENGINEER/PUBLIC WORKS DIRECTORSEAN CORRIGAN PE 39479EXPIRATION DATE 12-31-2019PRINCETON AVENUEPLANTING PLANSTA. 15+00.00 TO STA. 20+00.00LP-1.03461 E. Main StreetVentura, Ca 93001805.644.9697www.pc-ld.comMICHAELZIELSD O R F #6044T E ARC H Renewal DateDateDSignatureECILLANNSEDC SAPCET 10/31/21IO R F SignatureV+++++VVVVV V+++))(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W))(W) (W) (W) (W) (W))V+15+00+16+00+17+00+18+00+19+00+20+00+++++(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)570565595555560560 565+++++++++++++++++VVVVVVVVVVVWVWVFHEMHWMELECGMELECUPWMWMGUYUPUPUPTMHCAISSON(OH) (OH) (OH)WAWAWAWAWAWAWAWAWAWAWHWY 23(SOUTHBO(2)6" OVER15" CMP(OH)(OH)(OH)(OH)056558556557057556055555056545545550555545 560555 (2)8" SD MARKERHBUPUPHBGUYDIDIDI+++SDSD(OH)(OH)(OH)(OH)(OH)(OH)DETAILED TOPOFOR NEWDRIVEWAY ANDSTORMDRAINOUTFALLD TOPO - ISEALLY ARE?565545560550570575580585590 GUYSSD565E E(G)(G)(G)(G)(G)(GG)(G)(G)(G)(G)(GG)(G)(G)(G)(G)SSDEEEEEEEEEEEEEEEEEE(T)(E)E)12" PEP4'-3"2'-3"4'-2"3'-11"PRINCETON AVENUE020 40 FTMATCHL I N E - STA. 15+00 SEE SHEET LP-1.0 2MATCHLINE- STA. 20+00SEE SHEET LP-1.04PROPOSED R.O.W.PROPOSED R.O.W.CALTRANS R.O.W.PROPOSED R.O.W.CALTRANS R.O.W.CALTRANS R.O.W.PLANTING NOTES1.SEE SHEET LP-0.01 FOR DETAILED PLANTINGSCHEDULES AND NOTES.67DANIEL KIM PE 70701EXPIRATION DATE 6-30-2023J, I ' / f / t ; / \\ . . . ~-. ~-. ' ~r . ~ -a----,---.,-f.r. ·--y--. / -I ,, / 1\ f / -=--=-c,.._\:L ---+++. . / -\ / --"---------1 M.Y~-,-I I I / \ ------_J ---l I ~ I I ----~,-~·· \) ··-rr Paclllc,Co~st Lo~d Design.enc. f------<-------8 t \ I 1 1 : I I --~!~') , 1/ ffi 793 PUBLIC WORKS DEPARTMENTCITY OF MOORPARKDRAWING NO.SHEETOFSPEC. NO.ENGINEERINGPROJECT NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATEMOORPARKCALIFO R N I A I N C O R P ORATEDJULY11983ENGINEERING REVIEWED BY:DATE77MZBMCITY ENGINEER/PUBLIC WORKS DIRECTORSEAN CORRIGAN PE 39479EXPIRATION DATE 12-31-2019PRINCETON AVENUEPLANTING PLANSTA. 20+00.00 TO STA. 30+00.00LP-1.04461 E. Main StreetVentura, Ca 93001805.644.9697www.pc-ld.comMICHAELZIELSD O R F #6044T E ARC H Renewal DateDateDSignatureECILLANNSEDC SAPCET 10/31/21IO R F SignatureV++++++++++++VV(E (W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W))(W)(W)(W)(E (E V(W)(W))+25+00+26+00+27+00+28+00+29+00+30+00+++++E)(E)(E)(E)(E)(E)580580565570560560575SVV+++++++++++GUYUPUPTMHWMWMWMFHWVWVWVSMHUPGUYWMUPUPUPRISERTELE#679836EGMNOGALE S A V E N U E (T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)(G)SSSSS(G)(G)(G)(G)AWAWAWAWAWAWAW(G)(G)(OH)(OH)(OH)585590595600575SD(G)(G)(G)(OH)(OH)(OH)(OH)(OH)(OH)(OEEE(G)(G)(G)(G)(G)(OH)(OH)(OH)(OH)WMWMWVWVWVWVGUYGUYGUYGUYUPUPFO RISER EDISONVAULTUP565EEEEEEEEEEE(G)(G)(G)(G)(G)(G)(G)(G)(G))(G)5755706557557056558056056057558058559059560057056558059(W)(W)(W)(W)(T)PRINCETON AVENUE020 40 FTMATCHLINE- STA. 25+00SEE ABOVELIMIT OF WORK LANDSCA P E PLANS- STA. 30+00 PROPOSED R.O.W.PROPOSED R.O.W.V+V++++++++++++++++++++++++++++++++++)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)(W)W)V+20+00+21+00+22+00+23+00+24+00+25+00+++++(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)570560560VVVVVVVVVVVVVVVVVVVVVTMHCAISSON+++++++PRINCETONAVENUEAWAWAWAWAWAWAWAWAWAWAWOUND) 42"S D24"SDSDSDSDSSD SD SD 36"SD560565570SDSDWMMARKERDETAILED TOPOFOR PIPEEXTENSIONUP560555555565SDSDSDSDSD565SDD(G)(G)(G)(G)(G)G)(G)(G)(G)(G)(GG)(G)560EEEEEEEEEEEEEEEEEEEEEEEE(G)(G)(G)(G)(G)(G)(G)(G)(G)SDD(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)(T)5655755705655603'-0"2'-1"020 40 FTMATC H LI N E - STA. 20+00 SEE SHEE T LP-1. 0 3 MATCHLINE- STA. 25+00SEE BELOWPROPOSED R.O.W.CALTRANS R.O.W.CALTRANSR.O.W.CALTRANS R.O.W.PLANTING NOTES1.SEE SHEET LP-0.01 FOR DETAILED PLANTINGSCHEDULES AND NOTES.68DANIEL KIM PE 70701EXPIRATION DATE 6-30-2023\ ~. r \ / I I I /:r--... \ \ / . _,.,,,, • t •• .... · .· .... -~~,..~ ··.-~ -----. ' -----~ ~ \ ~ \ ~--\_ ----~r~_ ! ... <J ~ / //, ----' 0---,__ f 794 PUBLIC WORKS DEPARTMENTCITY OF MOORPARKDRAWING NO.SHEETOFSPEC. NO.ENGINEERINGPROJECT NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:ENGINEERING DIVISIONDESCRIPTIONAPP'DMARKR.C.E.DATEMOORPARKCALIFO R N I A I N C O R P ORATEDJULY11983ENGINEERING REVIEWED BY:DATE77MZBMCITY ENGINEER/PUBLIC WORKS DIRECTORSEAN CORRIGAN PE 39479EXPIRATION DATE 12-31-2019PRINCETON AVENUEPLANTING DETAILSLP-2.01461 E. Main StreetVentura, Ca 93001805.644.9697www.pc-ld.comMICHAELZIELSD O R F #6044T E ARC H Renewal DateDateDSignatureECILLANNSEDC SAPCET 10/31/21IO R F SignatureMIN.OVERLAP6"NOTES:1.OVERLAP JUTE NETTING 3' MINIMUM AT THE TOP AND BOTTOMOF ROLLS. OVERLAP 4" MINIMUM ALONG EDGESOF ROLLS.2.12" MAX. SPACING OF STAPLES ALONG SLOPE CONTOURATTOP AND BOTTOM OF SLOPE AND AT OVERLAPPED ROLLENDS;5' MAX SPACING DOWNSLOPE.3.EXTEND NETTING TO EDGES OF MANUFACTURED SLOPES6"LEGEND:METAL STAPLES, 6" MIN. LENGTHJUTE NETTING, SMOLDER RESISTANT,UNIFORM, OPEN, PLAIN WEAVE, UNDYEDAND UNBLEACHED SINGLE JUTE YARN, 1.2LBS/LINEAR YARD, FURNISHED IN 48" WIDTHROLLS.ADJACENT FINISH GRADEBACKFILL W/ SITE SOILAND COMPACT 6" X 6" TRENCH AT TOP OFSLOPE; SECURE NETTING AT BOTTOM OFTRENCH W/ ROW OF STAPLES; OVERLAPJUTE 6" MIN OVER TOP OF TRENCH ANDSECURE W/ ROW OF STAPLESBACKFILL W/ SITE SOIL AND COMPACT 6" X6" TRENCH AT BOTTOM OF SLOPE; STAPLENETTING AT BOTTOM OF TRENCHTOP OFSLOPEBOTTOMOF SLOPE1234512345JUTE NETTINGScale: 3/8" = 1'-0"C1LEGEND:GROUNDCOVER TO BEPLANTED IN FLATS, CUTTINGS,LINERS OR 1 GALLONCONTAINERS PER PLANS.SOIL PREPARATION- REFER TOPLANTING NOTES2NOTES:1.REFER TO PLANTING NOTES FORADDITIONAL SPECIFICATIONS12XXXX SQUARE SPACINGTRIANGULAR SPACINGXXSQ. FT. PLANTS WILL COVER64 PLANTS100 PLANTS4"7 S.F.11 S.F.6"16 S.F.25 S.F.8"28 S.F.44 S.F.10"45 S.F.70 S.F.1'0"64 S.F.100 S.F.1'3"100 S.F.156 S.F.1'6"144 S.F.225 S.F.2'0"256 S.F.400 S.F.GROUNDCOVER PLANTINGScale: 1/2" = 1'-0"ASHRUB PLANTING ON SLOPEN.T.S.B69DANIEL KIM PE 70701EXPIRATION DATE 6-30-2023Paclllc,Co~st Lo~d Design.enc.>-----<-----------8 0 0 0 0 0 0 0 0 0 0 r: n o o 7-roo 0 0 ;=:£_,,,_ ..,.._ M,Rl'Q!Mf'L.,Wff,O,S.::.t.~. Qf'el.l-&\...ll'l,l;f...6'L. ~"""~•""'-toll!Cu:NrAtet,l &ollf.llBQH&..oi-e,-i..,o,MTIN•~eTAQ..(l"U<iTI!. 1·9) City of Moorpark Community Development Department Shrub Planting on Slope Detail Plate 1-5 795 ++++CCCCCCCCCCCCC GGGSWWWWWWGGGGGGGGGWWWGGCCEEEECGCCCCW SL-1LIGHTING IMPROVEMENT PLANPRINCETON AVENUE STREETCITY OF MOORPARK PUBLIC WORKS DEPARTMENTPRINCETON AVENUESR 118MINORFLINNAVE.ST.ZACHARYST.LOS ANGELES AVE.(HWY. 118)HWY 23ST.HEDYLAND HIGHBONNIE VIEWMAGNOLIASIRLUCILLEGEORGECT.FITCHCHSPRING RD.SPRINGST.ST.RD.AVE.ARLESCT.CT.ST.WARRENCIR.PRINCETONU.P.R.R.COLONIANOGALESAVE.AVENIDAU.P.R.R.AVENUE1SR 118CONDORVIRGINIACOLONYPARKCONDORPRINCETON AVENUEMOORPARK AVE (HWY 23)TITLE SHEETPRINCETON AVENUEAW++VVVVEG544.8WPUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONMOORPARKCALIFORN IA I N C O R PORATEDJULY11983771CI:##"##'SL##1CI:##"##'HH##CI:#"##'21#"#'PED##STREET LIGHT IMPROVEMENT PLANC XXXXX*REGISTEREDPROFESSIONALE N G I N E E R * S TATEOFCALIFORNIAENGINEER'SNAM E CIVIL11/16/20219/30/20239/30/2023AKASH BEZAWADA9039412/1/202121-ML-11098LOCATION MAP LEGEND -----s-----,cww_ss ....,. BACI< n.OWPRE"°4TER --U-= JOINT UTILITY TRENCH .,.,= flREHYORANT -----o-----EXISTINGGAS t><]ow WATER VALVE """"°"""' OWM WATER METER EXISTING ELECTRICAL '"' GAS METER "' ec :!£G ew " g, CMP C0NC BRIDGE NO. 52-331 R/L CAL TRANS R W .y· -----------~ ===l=N ==D=E=X=s,._=~00=A=P== ~ LJPROJECTUMITS UTILITY COMPANIES 1,omJRA COUNTY WAlER'IIIORKS OISTRICTNO.I 6767 SPRING ROAD MOORPARI<, CA 93021 MATT GRIEGER (805)378-3020 SOUTHERN CALIFORNIA GAS CO. NORTH COASTAL 01-..SION 9TT OIAMl!ERS LANE SHEET INDEX SHEET NO. DESCRIPTION mu:SHEET PO...EDETAILS TRENCH ANO FOUNDATION DETAl.5 HANOHOl.EANDPEDESTAI.OETAILS STREET LICHT IMPROVEMENT PU.NS PROPOSED ELECTRICAL ~ COMMUNICATIONSHANOHOLE ~~ SIMI VALLEY, CA 9J065 MARTY RECORD --sa:--EXISTING SECONDARY STREETLJQ-ITHANOHOLE , .. " -----a-tw-----EXJSD,100119:HEAOWIRE .. "'""" ~c --PROPOSED COMMUNICATIONS ""' HOSEBIB rue -----•-----!f e1cv IRRIGATION CONTROL VALVE A8ANOONED WATER 0 TREE rs 08 ... ,, 1:: -----so-----EXlSTW<IG STORM DRAIN .ou, GUYWIRE c, -----c-----LIGHT ~ EXISTING COMMUNICATIONS .. EXlSTW,IG GUARORAJL EXISTINGOROPINLIT EXIST CHAIN UNk FENCE X RETAINING OR SCREEN WALL ~ MA TI>I EXISTING GROUND a.EVA TION OHW PB EDGEOFPA\'EMEMT 8 ~/B :::: SAWOJT LINE STREETSICN R.0.W, GRADINGUMIT •tw sco ., PROPOSED CURB. GUTTER, SIDEWALK "'" MANHOLE 0MARl<ERUTILITY MARKER :~H SW PROPOSED EDGE OF' PAVEMENT ..... WATER BLOW OFF ~ EXlSTJ,IGMA.ORCc»ITOUR -0 WATER AIR VAC SH EXlSffiG MINOR CONTOOR 65 STREEn.JGHT CALI.OUT r,p EXlSTJ,IG RICHT-OF'-WAY CE'3 HAtl'.lHOLECAU.OUT ~: PROPOSED RIGHT-OF-WAY ~ PEDESTAi.CALLOUT LOT LINE ACPA'<nlENT CONCRETC PA~MENT ~ COMM HANDHCl..E CALLOUT ACPA'<£MENTTOBEREMO'.£D () Stantec lllr..t'klDIIIISIJwl, Sanlolbtlcn,ct.93101 Phone: (805) 9153-9532 '"'-PRO..ECTENGINEER DESCRIPTION R.C.E. """ '"" R.C.E. ""'· s "'''""" SURFACE FLO'M.JNE flNISIIEOSURFACE GRADE BREAK :~~~-rW'AllON GAS VALVE HOSEBIB ~~:,:.r CONTROL VAl.VE IN\19:T :.:ic;= ~" t~g:m ~~ RIGHT OF WAY SE"«R CLEAN OUT STORMORMI 5=1~ANHOl.E SllEWM.K ~ON°iR8 ~ar~~HOl.E m>,c.. ~;°!;~o WATER METER WATER VAL~ (805) 520-2062 PACFIC BELL COMPANY 2130 WARD A'o£NUE, ROOM 214 SIMI VALLEY, CA 9J065 OIERIR08B (805) 583-6640 SOUTHERN CALIFORNIA EDISON CO. JS89 FOOTHI.L ORI~ THOUSAND ON(S, CA 91361 MORGAN STRUNK (805) 494-7052 CABLETV:TCI 2J2J TtU.ER ROAD NE'1191JRY PARI<, CA 91320 STE'o£N WATERS OR MICHAEL HALL (800)540-7022 CALLCGUAS MUNICIPAL WATER DIST. 2100 CUEN ROAD THOUSAND ON(S. CA 91362 GEORGE MUWCAN (805) 526-9323 SUl€SYS 1325 PICO STREET, SUITE 106 C<ROOA, CA 92881 (951)576-0400 DESIGNED BY ENGINEERING REVIEWED BY: 8 A. ARELLANO '()ArG DRAWN BY: N. AGUIRRE CHECKED BY: CITYENGl,IEER/PUEu::WORKSOIRECTOR °"TE R. BRADEN QI.NIEI.KIMPE:70701 O:PIRATIONDATE6-J0-202J ! ,~: v;/1, d, -~"""7 .... 'l ·-s ENGINEERING PROJECT NO VICINITY MAP ®Ucdec gr~>LJ n d ~~v~;;~/~ Call: TOLL FREE 1-800 227-2600 BENCHMARK BENOIMARI<: 37-19 1971 ElEVATION:!tJ2.28J \'ENTLIRA COIJITY BENOIMARK MO 37-19. IN THE CITY OF' t.tOORPARK, A BRASS CAPPED MONUMENT, SE:T l'LUSH IN CONCRETE OF' CATCH BASIN ON EASTERLY SIDE OF SPRING STREET, 60.o' NDRTI£RLY OF ~~~i1=c:.~~~·EifSO.~D IICH STREET (FomLRLY LOS ANGELES AVE.) BASIS Of BEARINGS Tl-£BASISOF'BEARINGSFORTHISSURVEYISTHE CALIFORNIA COOROINATE SYSTEM NA08J ZONE !5 {EPOCH 2007.0) AS DETERMINED LOCAU.Y BY A LINE BET'IIEEN CONTINUOUS GLOBAL POSITIONING STATIONS {CCPS) ANO/OR CONTINIJOUS OPERATIIIG REFERENCE STATIONS (CORS)MP'Ml.l:TOSTBEINCSOUTH 35"20' IO"EAST ASOERIVEDl'ROMGEOO£TICVALUESPU8USHEDBYTHE CALIFORNIA SPATlAI.. REFERENCE CENTER {CSRC) AND/DR Tl-£NATIONALGEOOETICSUR\'EY{NGS).RESPECTI'o£1.Y. DRAWING NO. 796 POLE DETAILS PRINCETON AVENUESL-2PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONMOORPARKCALIFORN IA I N C O R PORATEDJULY1198377FROM ELECTRICAL SERVICEHANDHOLE COVERFUSED CONNECTIONGROUNDLINELOADNOTES1. FUSE HOLDER: HEB-120V/HEB-240V WITH FNQ FUSE, BUSSMAN MFG. DIVISION OR APPROVED EQUAL.2. APPLY 3 LAYERS OF NO. 23 ELECTRIC TAPE (3-M CO.) AND 3 LAYERS OF NO. 88 TAPE OR EQUAL (TYPICALLY 2-PLY) SEAL WITH AN APPROVED SEALINGCOMPOUND TO PROVIDE A WATERTIGHT SPLICE.3. NO.6 PULL BOX. COVER TO BE INSCRIBED "STREET LIGHTING".4. FEED CONDUIT FROM CITY SERVICE PEDESTAL (DRAWING B) OR SERVICE LINE PULL BOX. CONDUIT IS TO BE A MIN. 1" RIGID METAL GALVANIZED OR SCHEDULE40 P.V.C..5. MIN. 1" RIGID GALVANIZED OR SCHEDULE 40 P.V.C. CONDUIT (TAPE BOTH ENDS TO PREVENT DEBRIS FROM ENTERING THE CONDUIT).6. 4 ANCHOR BOLTS, HOT DIPPED GALVANIZED, 1"X36"X4".7. UTILITY COMPANIES SHALL NOT INSTALL FACILITIES WITHIN THIS AREA.8. PRE-STRESSED CONCRETE STANDARD (DRAWING A) MOUNTED ON CENTER OF FOUNDATION.9. BOLTS TO PROJECT 4.5" ABOVE FOUNDATION.10. 5" CONCRETE CAP, SLOPED AT .25" PER FOOT TO TOP OF CURB.11. P.C.C. 560-C-3250, PER SECTION 201 OF STD. SPEC. FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. FOUNDATION DIMENSIONS ARE AS FOLLOW: 30"X30"X48".12. FOUNDATION SHALL BE INSTALLED IN CONJUNCTION WITH CONDUIT (FOR UNDERGROUND SERVICE), CURBS & SIDEWALKS.13. CONCRETE TO REACH A MINIMUM COMPRESSION STRENGTH OF 2800 PSI IN 28 DAYS.1" (MIN) CONDUITTO STREET LIGHTSGROUND RODPADMOUNT BASE(NOTE 1)PEDESTALPEDESTALFRONTSIDEWALKCURBINSTALLATION DETAILSNOTE 8NOTES1. SERVICE PEDESTAL SHALL BE INSTALLED WITH A PADMOUNT BASE.2. CIRCUIT BREAKERS SHALL BE SUITABLE FOR USE ON 120/240-VOLT SERVICEAND SHALL BE APPROVED BY UNDERWRITERS LABORATORY.3. CABINET SHALL BE BONDED WITH MIN. NO. 8 COPPER BOND AND GROUND OR 7STRAND PER APPLICABLE N.E.C. CODES AND PER STANDARD SPECIFICATIONFOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION.4. CONDUIT BETWEEN CABINET AND THE EDISON COMPANY VAULT SHALL BE TWOINCH MINIMUM5. CONDUITS SHALL EXTEND INTO THE CABINET TWO INCHES ABOVE FLOOR ANDHAVE APPROVED CONDUIT BUSHINGS.6. IN LANDSCAPED PARKWAYS, THE TOP OF THE FOUNDATION SHALL BE ASSHOWN ON APPROVED STREET LIGHT PLANS. THE TOP OF THE FOUNDATION ATOTHER LOCATIONS SHALL BE LEVEL WITH THE ADJACENT SIDEWALK.7. CABINET FOR STREET LIGHT SERVICE ONLY SHALL HAVE CIRCUIT BREAKERPANEL PLACED INSIDE CABINET.8. INSTALLATIONS SHALL BE 3 INCHES FROM CURB FACE WITH THE FRONT OF THECABINET FACING AWAY FROM THE STREET IN LANDSCAPED PARKWAYS ORWHEN THE SIDEWALK ADJACENT TO CURB IS WIDER THAN 5 FT, AS INCOMMERCIAL AREAS. WHEN SIDEWALK IS INSTALLED ADJACENT TO CURB ANDIS 5 FT WIDE, THE CABINET SHALL BE INSTALLED BEHIND THE SIDEWALK WITHTHE FRONT OF THE CABINET FACING TOWARDS THE STREET.STREET LIGHT STANDARD AT CURB RETURN SHALL BE 4 FT FROM E.C.R.STREET LIGHT STANDARD LOCATION FOR AREAS WHERE NO SIDEWALK IS REQUIRED, WHERE SIDEWALK ISADJACENT TO THE R.O.W. LINE, WHERE SIDEWALK IS ADJACENT TO CURB AND WHERE SIDEWALKS AREGREATER THAN 5 FT, AS IN COMMERCIAL AREAS, FOUNDATION AND CAP TO BE POURED TO BACK OF CURB.STREET LIGHT STANDARDS IN RESIDENTIAL AREAS WHERE 5 FT SIDEWALK ISADJACENT TO CURB SHALL BE PLACED BEHIND THE SIDEWALK AND 8 FTMASTARM LENGTH ALLOWED TO MATCH THE EXISTING LAYOUT ONLY.STREET LIGHTNO.6PULL BOX4'4'ADA ACCESS24"18" MIN.LIGHT STANDARDMAST ARM SHALL BE COMPATIBLEWITH POLE TENON & CONFORM TOA.S.T.M. DESIGNATION: A120GALVANIZED EIGHT FEET MASTARMLENGTH ALLOWED WHEN LIGHTSTANDARD PLACED BEHIND FIVEFEET WIDE SIDEWALK TO MATCHEXISTING STREET LIGHT LAYOUT.2"X6" DOOR OPENING TOSTREET SIDEFOR FOUNDATION DIMENSIONSAND SPECIFICATIONS SEESTANDARD DRAWING CDRAWING ADRAWING BDRAWING C48"5"2"1".5"24" MIN48" MAX1.5"1.5"12"24"36"36"2124578910113N.T.S.N.T.S.DRAWING D30" Square22"15-9/16"MARBELITE ELECTROLIERFOUNDATION DETAIL6FLOW LINECURBELECTROLIER22" BOLT CIRCLEFOUR 1" ANCHOR BOLTS AND NUTSMEETING ASTM A-307TO LUMINAIRE2" (MIN) CONDUITTO UTILITY POWERSOURCE (NOTE 4)FRONTC XXXXX*REGISTEREDPROFESSIONALE N G I N E E R * S TATEOFCALIFORNIAENGINEER'SNAM E CIVIL11/16/20219/30/20239/30/2023AKASH BEZAWADA9039412/1/202121-ML-11098w _J 0 a.. a:: w ::J 0 g: u w _J w w >-w a:: u z 0 u DESCRIPTION RW SW R.C.E. ""'" O"E () Stantec 111r..t\1tlooklSlrMI, Sanlo8aotlara,CA9J101 Phone, (805) 9&3-9532 '"'-PROJ::CTENGINEER R.C.E. O<P. © I . 3' MINIMUM IF IT IS 1 r DETERMINED TO BE A HARDSHIP. rc~=~~=~=rh'+',-,,=~ DESIGNED BY: ENGINEERING REVIEWED BY: SPEC. NO. A. ARELLANO ~ 8 SHEET __ DRAWN BY; N. AGUIRRE o, __ CHECKED BY: CITYENGtlEER/PUEU::WORKSOIRECTOR MTE ENGINEERING R. BRADEN CWIIRKIMPE70701 PROJECT NO DRAWING NO. EXPIRATION D,l,TE fi-J0-202J 797 TRENCH AND FOUNDATION DETAILSPRINCETON AVENUESL-3PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONMOORPARKCALIFORN IA I N C O R PORATEDJULY1198377VARIESVARIESVARIESVARIESVARIESAC PAVEMENTPRINCETON AVE.TYPICAL STREET SECTIONC/LFIGURE 3TRENCH30"18"43"34"1-2" PVC SCH. 40SLNATIVE SOILBACKFILLFSNATIVE GROUNDTYPICAL TRENCH SECTIONFIGURE 218"43"34"1-2" PVC SCH. 40SLNATIVE SOILBACKFILLFSNATIVE GROUNDTYPICAL TRENCH SECTIONFIGURE 12-4" PVC SCH. 40COMM18"43"18"TRENCH18"43"3'6"C XXXXX*REGISTEREDPROFESSIONALE N G I N E E R * S TATEOFCALIFORNIAENGINEER'SNAM E CIVIL11/16/20219/30/20239/30/2023AKASH BEZAWADA9039412/1/202121-ML-11098() DESIGNED BY: ENGINEERING REVIEWED BY: Stantec A.ARELLANO , 8 DRAWN BY: ,....., J/\. ~ · N. AGUIRRE V j/V ~ lllr..t'klDIIIISIJwl, Sanlolbtlcn,CA93101 -Phone: (805) 915J-ll5J2 CHECKED BY: CITY ENGl,IEER/PUEU:: WORKS DIRECTOR DATE R. BRADEN QI.NIEi. KIM PC 70701 PROJECT ENGINEER AlE:_ APPROVED BY: EXPIRATION DATE li-J0-20:zJ R.C.E. EXP. fF ENGINEERING PROJECT NO DRAWING NO. 798 HANDHOLE AND PEDESTAL DETAILSPRINCETON AVENUESL-4PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONMOORPARKCALIFORN IA I N C O R PORATEDJULY1198377HN1730 ELECTRICAL HANDHOLExxx12"22"35"30"12"12"xxxx12"138"1014"1634"12"1438"1934"1512"10116"2"HN1017 ELECTRICAL BOXSTREET LIGHTEnclosed Controls32" Metered Commercial Pedestal Drawings“S” Style 32" Metered Commercial Pedestal (with one or two meters)PHOTO CELL WINDOWWITH SHIELD(IF APPLICABLE)32"20"(2)PADLOCKBRACKETSEXTENDSTHROUGHDOORSECURITYFORMOUNTING BASE DETAILSEALABLEPAD LOCKABLEMETER COVER60"52"18"16 1/2" 11 3/4"14 1/4"UTILITYSECTION7 3/4"CUSTOMERSECTION23.5" UTILITYTERMINATIONLANDING MIN.HINGEDDEADFRONTLIFT-OFFSERVICECOVERMOUNTING BASEMOUNTING BASEPEDESTALMOUNTING HOLES3" RECOMMENDED MIN.FOUNDATION EXTENSIONALL SIDES. 6" REC.MINIMUM DEPTH.32"31"30 1/2"29"ENCLOSURE17"DEPTH36" MIN.CLEARANCEREQUIRED PERN.E.C 110-1TYPICALFRONT & BACKUTILITYSECTIONC XXXXX*REGISTEREDPROFESSIONALE N G I N E E R * S TATEOFCALIFORNIAENGINEER'SNAM E CIVIL11/16/20219/30/20239/30/2023AKASH BEZAWADA9039412/1/202121-ML-1109817"X30"X12" (NOMINAL INSIDE DIMENSIONS) STOCK NUMBERS 24-0030 (BOX) 24-0480 (EXTENSION) 24-1177 (FIBRELYTE LID) ' DESCRIPTION R.C.E. """ '"" FL36T FIBRELYTE BOLT DOWN LID 24-1177 IFTING HOLE () Stantec lllr..t'klDIIIISIJwl, Sanlolbtlcn,CA93101 Phone: (805) 915J-ll5J2 '"'-PRO..ECTENGINEER R.C.E. ""· DESIGNED BY A. ARELLANO DRAWN BY: N. AGUIRRE CHECKED BY: R. BRADEN EXTENSION HN1017-E 24-0470 10.5"X17"X12" (NOMINAL INSIDE DIMENSIONS) ETCHED POLYPROPYLENE FACE FACE ANCHORED IN CONCRETE ULTRA-VIOLET INHIBITOR 24-0020 1 o·x, 7"X12" REINFORCED CONCRETE NON-TRAFFIC EXTENSION ENGINEERING REVIEWED BY: 8 V)ArG CITYENGl,IEER/PUEu::WORKSOIRECTOR ;;.;;--QI.NIEI.KIWPE:70701 O:PIRATIONDATEli-J0-202J 0 I I• ENGINEERING PROJECT NO I! -----i l !I DRAWING NO. 799 ++ + + + + + + +CCCCCCCCCCCCCCCCCGGGGGGGGGGGGGGGGG EE WWWGCCCCCCCW W W W W COMM-HH56 TO COMM-HH57IN: 2 - 4" DUCT BANK0+559+764+202+725+506+908+299+709+007+756+204+803+402+005+56∠ 90°R: 4'2+78∠: 90°R: 4'4+26∠: 90°R: 4'6+968+353+464+866+267+819+062+06STREET LIGHT IMPROVEMENT PLANPRINCETON AVENUESTA. 1+00.00 TO STA. 10+00.00EXISTING CURB,GUTTER ANDSIDEWALK TOREMAINEXISTING CURB, GUTTER ANDSIDEWALK TO REMAINR.O.W.N1927638.06E6298929.89SL-5PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONMOORPARKCALIFORN IA I N C O R PORATEDJULY1198377IN: 2 - 1/C #8 600VVD:1.01%IN: 2 - 1/C #8 CU 600VIN: 2 - 1/C #8 CU 600VIN: 2 - 1/C #8 CU 600VIN: 2 - 1/C #8 CU 600VIN: 2 - 1/C #8 CU 600VIN: 2 - 1/C #8 CU 600VIN: 2 - 1/C #8 CU 600VIN: 2 - 1/C #8 CU 600VCI: HANDHOLE 210.5"x17"x12" HHIN: 2-1/C # 6 CU 600V (144' TO HH3) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 110.5"x17"x12" HHIN: 2-1/C #6 CU 600V (172' TO HH2) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 310.5"x17"x12" HHIN: 2-1/C # 6 CU 600V (154' TO HH4) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004IN: 2 - 1/C #8 CU 600VIN: 2 - 1/C #8 CU CU 600VHH2 TO HH3IN: 2 - 1/C #6 CU 600VHH1 TO HH2IN: 2 - 1/C #6 CU 600VIN: 2 - 1/C #8 CU 600VEEEEEEEEEEEEE1CI:2"148'HH11CI:2"130'HH21CI:2"140'HH3HH3 TO HH4IN: 2 - 1/C #6 CU 600VHH4 TO HH5IN: 2 - 1/C #6 CU 600V1CI:2"140'HH4HH5 TO HH6IN: 2 - 1/C #6 CU 600V1CI:2"141'HH51CI:2"140'HH6HH6 TO HH7IN: 2 - 1/C #6 CU 600VHH33 TO HH34IN: 2 - 1/C #6 CU 600V1CI:2"140'HH33HH34 TO HH35IN: 2 - 1/C #6 CU 600V1CI:2"140'HH34HH35 TO HH36IN: 2 - 1/C #6 CU 600V1CI:2"140'HH35HH36 TO HH37IN: 2 - 1/C #6 CU 600V1CI:2"155'HH36HH38 TO HH39IN: 2 - 1/C #6 CU 600V1CI:2"140'HH381CI:1.5"6'331CI:1.5"6'341CI:1.5"6'351CI:1.5"6'361CI:1.5"6'37HH37 TO HH38IN: 2 - 1/C #6 CU 600V1CI:2"125'HH371CI:1.5"6'381CI:1.5"6'11CI:1.5"6'21CI:1.5"6'31CI:1.5"6'41CI:1.5"6'51CI:1.5"6'6CI: HANDHOLE 510.5"x17"x12" HHIN: 2-1/C #6 CU 600V (155' TO HH6) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 410.5"x17"x12" HHIN: 2-1/C # 6 CU 600V (154' TO HH5) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012- 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 610.5"x17"x12" HHIN: 2-1/C #6 CU 600V (154' TO HH7) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 3410.5"x17"x12" HHIN: 2-1/C 6# CU 600V (154' TO HH35) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 3310.5"x17"x12" HHIN: 2-1/C # 6CU 600V (154' TO HH34)~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 3510.5"x17"x12" HHIN: 2-1/C # 6 CU 600V (154' TO HH36) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 3710.5"x17"x12" HHIN: 2-1/C # 6CU 600V (139' TO HH38) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 3610.5"x17"x12" HHIN: 2-1/C #6 CU 600V (169' TO HH37) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 3810.5"x17"x12" HHIN: 2-1/C #6 CU 600V (154' TO HH39) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: STREET LIGHT 34IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH34) ~ZUGC 125CI: STREET LIGHT 33IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH33) ~ZUGC 125CI: STREET LIGHT 35IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH35) ~ZUGC 125CI: STREET LIGHT 37IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH37) ~ZUGC 125CI: STREET LIGHT 36IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH36) ~ZUGC 125CI: STREET LIGHT 38IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH38) ~ZUGC 125CI: STREET LIGHT 2IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH2) ~ZUGC 125CI: STREET LIGHT 1IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH1) ~ZUGC 125CI: STREET LIGHT 3IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH3) ~ZUGC 125CI: STREET LIGHT 5IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH5) ~ZUGC 125CI: STREET LIGHT 4IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH4) ~ZUGC 125CI: STREET LIGHT 6IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH6) ~ZUGC 125TRENCH 30"FROM CURBJOINT TRENCHUNDER SIDEWALKEEEEEEEEEEETRENCHUNDER SIDEWALKEEEEEEEEEEEEEECOMMCOMMCOMMEEEECOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCI: COMM-HANDHOLE 5617"X30"X12"1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00301 - REINFORCED CONCRETE NON-TRAFFIC EXTENSION ~24-04801 - FIBERLYTE LID ~24-11772 - 3/8"X2-1/4" PANTAHEAD BOLTEEEEEECOMMCOMMCOMMCOMMCOMMEEEECOMMCOMMCOMMECOMMCOMMECOMMEEEEEECI:24"1765'5633343536373856333435363738123456123456C XXXXX*REGISTEREDPROFESSIONALE N G I N E E R * S TATEOFCALIFORNIAENGINEER'SNAM E CIVIL11/16/20219/30/20239/30/2023AKASH BEZAWADA9039412/1/202121-ML-110980-----0-----0-----0-----0-----0-----I ---... ' --a:: ' ::, ' 0 I 0 ~ c 4 ' 0 \ \ z: :5 >-~~-iJ ____, 0 "' :r \-/r:,7,)'. ' .. ·-~'_l~~-t----~ / ---------------------~, ------------· 0-----0-----0-----0-----0-----0-----() Stantec lllr..t'klDIIIISIJwl, Sanlolbtlcn,CA93101 Phone: (805) 9153-11532 '"'-PRO..ECTENGINEER DESCRIPTION R.C.E. """ om R.C.E. ""-◊---0----0----0----0----0----? I, ' / ...._ t,, ~ I.• C I ~"' ~ ., ,. /' /s 0----0----0----0----0----0----DESIGNED BY ENGINEERING REVIEWED BY: A. ARELLANO ~ 8 DRAWN BY: N. AGUIRRE CHECKED BY: CITYENGl,IEER/PUEu::WORKSOIRECTOR ;;.:;;--R. BRADEN QI.NIEI.KIWPE:70701 O:PIRATIONDATEli-J0-202J 0-----~ I ~-✓ l 1, I ·7 I I I -, I I I I SPEC. NO ENGINEERING PROJECT NO I GENERAL NOTES 1. PEDESTALJ"PIO<UPPOINTPROVIDEDBYSCE. 2. INSTALL PEDESTAL IN ACCORDANCE 'MTH AOA REGULATIONS. 3. INSTALLMllBANKPCOESTALPERMll.BANK SPECFICAT1c»IS{CATAl.0Gf:CPJB2202PB) 4. OKONITE Cl<OSEAL -N T'YPE THHN CABLE OR EQUIVALENT TO BE INSTALLED(CABL£ SIZE VARIES BY LOCATION) ~ CABLE RUN f'ROU PEDESTAL TO nRST HANOHOLE SHOULD BE 2-#4 CU IN 2" DUCT. e. REU,..INGSECOtCIARYHANOt-la.ECA8lERUNS SHOULD BE 2-16 CU IN 2" DUCT. 7. STREET UGHT SERVICE INSTAU.ATION TO BE 2-18 CU IN1SOUCT. 8. INSTALLPRECAST.£NSENHANDHOI..ESPERSHEET4 9. INSTALLSTRE£TUGHTl'OI.A,IOA110NPCASHEET2 ORA'IIINGA. 10. ALL STREET LIGHT ELECTROl.£RS SHOULD BE 30' ~~~EAD~~THU:t!::ST ARM ANO 82W 11. FOR TRENCH DETAIL SEE SHEET J nouRE I. 2. SCALE: r-.O-SHEET __ o, __ DRAWING NO. 800 ++++++++E GGGGGGGGGCCCCCCCCCCCCCCCCCEEEEEEEEEEEECCCCCCCCCCC16+76INT POINT A16+96INT POINT A10+4012+5612+5011+1011+1613+9015+3016+7018+1119+4513+2014+611+60017+4018+8010+4611+8613+2614+671+606∠: 90°R: 4'17+3418+8619+3918+0516+7615+3613+96STREET LIGHT IMPROVEMENT PLANPRINCETON AVENUESTA. 10+00.00 TO STA. 20+00.00PROPOSED R.O.W.EXISTING CALTRANSDRIVEWAYSL-6PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONMOORPARKCALIFORN IA I N C O R PORATEDJULY1198377HH12 TO HH13IN: 2 - 1/C #6 CU 600V1CI:2"134'HH12HH13 TO HH14IN: 2 - 1/C #6 CU 600V1CI:2"133'HH13HH45 TO HH46IN: 2 - 1/C #6 CU 600V1CI:2"140'HH45HH44 TO HH45IN: 2 - 1/C #6 CU 600VHH39 TO HH40IN: 2 - 1/C #6 CU 600V1CI:2"140'HH39HH40 TO HH41IN: 2 - 1/C #6 CU 600V1CI:2"140'HH40HH41 TO HH42IN: 2 - 1/C #6 CU 600V1CI:2"141'HH41IN: 2 - 1/C #8 CU 600V1CI:1.5"6'12IN: 2 - 1/C #8 CU 600V1CI:1.5"6'13IN: 2 - 1/C #8 CU 600V1CI:1.5"6'39IN: 2 - 1/C #8 CU 600V1CI:1.5"6'40IN: 2 - 1/C #8 CU 600V1CI:1.5"6'41IN: 2 - 1/C #8 CU 600VIN: 2 - 1/C #8 CU 600V1CI:1.5"6'45CI: HANDHOLE 810.5"x17"x12" HHIN: 2-1/C #6 CU 600V (154' TO HH9) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 710.5"x17"x12" HHIN: 2-1/C #6 CU 600V (154' TO HH8) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 910.5"x17"x12" HHIN: 2-1/C #6 CU 600V (154' TO HH10) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 1110.5"x17"x12"IN: 2-1/C #6 CU 600V W/PILC (143' TO HH12) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 1010.5"x17"x12"IN: 2-1/C #6 CU 600V (154' TO HH11) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 1210.5"x17"x12" HHIN: 2-1/C #6 CU 600V (148' TO HH13) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 4010.5"x17"x12" HHIN: 2-1/C #6 CU 600V (154' TO HH41) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 3910.5"x17"x12" HHIN: 2-1/C #6 CU 600V (154' TO HH40) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 4110.5"x17"x12" HHIN: 2-1/C #6 CU 600V (155' TO HH42) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 4310.5"x17"x12"IN: 2-1/C #6 CU 600V W/PILC (142' TO HH44)~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 4210.5"x17"x12" HHIN: 2-1/C #6 CU 600V (153' TO HH43) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 4410.5"x17"x12" HHIN: 2-1/C #6 CU 600V (162' TO HH45) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: STREET LIGHT 39IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH39) ~ZUGC 125CI: HANDHOLE 4510.5"x17"x12" HHIN: 2-1/C #6 CU 600V (154' TO HH46) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: STREET LIGHT 40IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH40) ~ZUGC 125CI: STREET LIGHT 42IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH42) ~ZUGC 125CI: STREET LIGHT 41IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH41) ~ZUGC 125CI: STREET LIGHT 43IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH43) ~ZUGC 125CI: STREET LIGHT 7IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH7) ~ZUGC 125CI: STREET LIGHT 8IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH8) ~ZUGC 125CI: STREET LIGHT 10IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH10) ~ZUGC 125CI: STREET LIGHT 9IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH9) ~ZUGC 125CI: STREET LIGHT 11IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH11) ~ZUGC 125CI: HANDHOLE 1310.5"x17"x12" HHIN: 2-1/C #6 CU 600V (147' TO HH14) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: STREET LIGHT 12IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH12) ~ZUGC 125CI: STREET LIGHT 13IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH13) ~ZUGC 125CI: STREET LIGHT 45IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH45) ~ZUGC 125CI: STREET LIGHT 44IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH44) ~ZUGC 125CI: PEDESTAL 2IN: 1 - PED UG CONTROLLER FOR ST LT ~ZUSP 0011 - PED UG SRVC TRAFFIC & SAFETY LTS W/BAR ~ ZUSP 0021 - BAR 200/5 2.5A 120/240 1P 3W 3CKT TOT ~ZMTR 0072 - 1/C #4 CU 600V CBL SL IN RGD DUCT (20' TO HH44) ~ZUGC 236CI: PEDESTAL 1IN: 1 - PED UG CONTROLLER FOR ST LT ~ZUSP 0011 - PED UG SRVC TRAFFIC & SAFETY LTS W/BAR ~ ZUSP 0021 - BAR 200/5 2.5A 120/240 1P 3W 3CKT TOT ~ZMTR 0072 - 1/C #4 CU 600V CBL SL IN RGD DUCT (20' TO HH11) ~ZUGC 236TRENCHUNDERSIDEWALKJOINT TRENCHUNDER SIDEWALKPED1 TO HH11IN: 2 - 1/C #8 CU 600VHH7 TO HH8IN: 2 - 1/C #6 CU 600V1CI:2"140'HH7HH8 TO HH9IN: 2 - 1/C #6 CU 600V1CI:2"140'HH8HH9 TO HH10IN: 2 - 1/C #6 CU 600V1CI:2"140'HH9HH10 TO HH11IN: 2 - 1/C #6 CU 600V1CI:2"140'HH101CI:2"129'HH111CI:2"152'HH44HH42 TO HH43IN: 2 - 1/C #6 CU 600V1CI:2"139'HH421CI:2"128'HH431CI:1.5"6'7IN: 2 - 1/C #8 CU 600V1CI:1.5"6'8IN: 2 - 1/C #8 CU 600V1CI:1.5"6'9IN: 2 - 1/C #8 CU 600V1CI:1.5"6'10IN: 2 - 1/C #8 CU 600V1CI:1.5"6'11IN: 2 - 1/C #8 CU 600V1CI:1.5"6'42IN: 2 - 1/C #8 CU 600V1CI:1.5"6'431CI:1.5"6'44HH11 TO HH12IN: 2 - 1/C #6 CU 600VSCESCE SCE SCESCESCESCESCESCESCESCESCE SCE SCE SCE SCE SCE PED2 TO HH4411+80HH43 TO HH44IN: 2 - 1/C #6 CU 600VEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEECOMM-HH57 TOCOMM-HH58IN: 2 - 4" DUCT BANK18+20CI: COMM-HANDHOLE 5717"X30"X12"1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00301 - REINFORCED CONCRETE NON-TRAFFIC EXTENSION ~24-04801 - FIBERLYTE LID ~24-11772 - 3/8"X2-1/4" PANTAHEAD BOLTEEEEEEEEEEEEEEECOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMEEEEEEEEEEEEEEE12"20'PED212"20'PED1EXISTING VAULTV5964 TO PEDESTALCI:24"410'57394041424344395745404142245444312131111098713101112978ECOMMCOMMCOMMCOMMEEEECOMMCOMMCOMMCOMMCOMMCOMMCOMMEEEEEEEC XXXXX*REGISTEREDPROFESSIONALE N G I N E E R * S TATEOFCALIFORNIAENGINEER'SNAM E CIVIL11/16/20219/30/20239/30/2023AKASH BEZAWADA9039412/1/202121-ML-110980-----0-----0-----0-----0-----◊---0-----0-----0----\ • •I 0-----0-----0-----0-----0-----0----0-----0-----0----() Stantec DESIGNED BY ENGINEERING REVIEWED BY: A. ARELLANO DRAWN BY: '()AtG N. AGUIRRE lllr..t'klDIIIISIJwl, Sanlolbtlcn,CA93101 CHECKED BY: CITYENGl,IEER/PUEu::WORKSOIRECTOR ,;.:;;--Phone: (805) 96J-ll5J2 '"'-R. BRADEN QI.NIEI.KIMPE:70701 O:PIRATIONDATE6-J0-202J PRO..ECTENGINEER DESCRIPTION R.C.E. """ om R.C.E. ""· 0----0----0----0----0----0----8 I I I I I I I --__ _J __ _, SPEC. NO ENGINEERING PROJECT NO I I 0----0----I::,,. GENERAL NOTES 1. PEOEST"1. 3" PIO< UP POINT PROWJEO BY SCE. 2. INSTAil. PEDESTAL IN ACCORDANCE WllH ADA REGULATIONS. J. INSTALL MILBANK PEDESTAL PER MILBANK SPECIFICATIONS (CATALOOf: CP382202PB) 4. OKONITE OKOSEAL-N TYPE lHHN CABLE OR EOUIVALENT TO BE INSTALLEO(CABLE SIZE VARES BY LOCATION) 5. CABLE RUN FROM PEDESTAL TO FIRST HANDHOLE SHOULD BC 2-f4 CU IN 2" DUCT. 6. REMAINING SECONDARY HANOHOI..£ CABLE RUNS SHOULD BC 2-,i& CU IN 2" DUCT. 7. SlREET L.IGHT SER'M:E INSTALLATION TO BC 2-18 CU INI.S"OUCT. 8. INSTALL Pfl:ECAST .ENSEN HANOHOl..£S PER SHECT 4 9. INSTAU.S1REETUGHTFOONOATIONPERSHEET2 DRAWINGA. 10. ALL SlREET LIGHT ELECTROUERS SHOULD BE Yf CONCRETE POLE '1111TH AN 8' MAST ARM AND 82W COBRA HEAD STY'L£ LED LAWPS. 11. FOR TRENQ-1 DETAIL SEE SHEET J FlGURE 1 & 2. 0----0----ts. SCALE,1"•40" SHEET __ o, __ DRAWING NO. 801 + ++ ++++ + + +CCCCCGGGS S S SSSSSGGGGEEEEGGG GGGGGGCCEEEEEEEEEEEEEEEEEEECCCCCCCCCCCCGGGGGGGGGCCCCCCCCCCCCCCCCCCCCCCCW W W IN: 2 - 1/C #8 CU 600VJOINT TRENCHUNDER SIDEWALK24+4024+3420+2021+5323+0025+8027+1428+6020+7823+7025+1027+9029+4226+3920+2621+4723+0625+8627+0828+6629+36∠: 90°R: 4'27+84∠: 90°R: 4'26+33∠: 90°R: 4'25+1623+7622+3620+72IN: 2 - 1/C #8 CU 600VSTREET LIGHT IMPROVEMENT PLANPRINCETON AVENUESTA. 20+00.00 TO STA. 30+00.00R.O.W.SL-7PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONMOORPARKCALIFORN IA I N C O R PORATEDJULY1198377IN: 2 - 1/C #8 CU 600VEEEEEEEEEEEEEEEEEHH14 TO HH15IN: 2 - 1/C #6 CU 600V1CI:2"164'HH14HH15 TO HH16IN: 2 - 1/C #6 CU 600V1CI:2"140'HH15HH16 TO HH17IN: 2 - 1/C #6 CU 600V1CI:2"140'HH16HH17 TO HH18IN: 2 - 1/C #6 CU 600V1CI:2"117'HH17HH18 TO HH19IN: 2 - 1/C #6 CU 600V1CI:2"151'HH18HH19 TO HH20IN: 2 - 1/C #6 CU 600V1CI:2"152'HH19HH20 TO HH21IN: 2 - 1/C #6 CU 600V1CI:2"78'HH20HH46 TO HH47IN: 2 - 1/C #6 CU 600V1CI:2"121'HH46HH47 TO HH48IN: 2 - 1/C #6 CU 600V1CI:2"159'HH47HH48 TO HH49IN: 2 - 1/C #6 CU 600V1CI:2"128'HH48HH49 TO HH50IN: 2 - 1/C #6 CU 600V1CI:2"152'HH49HH50 TO HH51IN: 2 - 1/C #6 CU 600V1CI:2"122'HH50HH51 TO HH52IN: 2 - 1/C #6 CU 600V1CI:2"158'HH51HH52 TO HH53IN: 2 - 1/C #6 CU 600V1CI:2"560'HH521CI:1.5"6'46IN: 2 - 1/C #8 CU 600V1CI:1.5"6'47IN: 2 - 1/C #8 CU 600V1CI:1.5"6'48IN: 2 - 1/C #8 CU 600V1CI:1.5"6'49IN: 2 - 1/C #8 CU 600V1CI:1.5"6'50IN: 2 - 1/C #8 CU 600V1CI:1.5"6'51IN: 2 - 1/C #8 CU 600V1CI:1.5"6'52IN: 2 - 1/C #8 CU 600V1CI:1.5"6'141CI:1.5"6'15IN: 2 - 1/C #8 CU 600V1CI:1.5"6'16IN: 2 - 1/C #8 CU 600V1CI:1.5"6'17IN: 2 - 1/C #8 CU 600V1CI:1.5"6'181CI:1.5"6'19IN: 2 - 1/C #8 CU 600V1CI:1.5"6'20CI: HANDHOLE 1510.5"x17"x12" HHIN: 2-1/C #6 CU 600V (154' TO HH16) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 1410.5"x17"x12" HHIN: 2-1/C #6 CU 600V (178' TO HH15) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 1610.5"x17"x12" HHIN: 2-1/C #6 CU 600V (154' TO HH17) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 1810.5"x17"x12" HHIN: 2-1/C #6 CU 600V (165' TO HH19) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 1710.5"x17"x12" HHIN: 2-1/C #6 CU 600V (131' TO HH18) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 1910.5"x17"x12" HHIN: 2-1/C #6 CU 600V (166' TO HH20) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 4710.5"x17"x12" HHIN: 2-1/C #6 CU 600V (173' TO HH48) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 4610.5"x17"x12" HHIN: 2-1/C #6 CU 600V (135' TO HH47) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 4810.5"x17"x12" HHIN: 2-1/C #6 CU 600V (142' TO HH49) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 5010.5"x17"x12" HHIN: 2-1/C #6 CU 600V (136' TO HH51) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 4910.5"x17"x12" HHIN: 2-1/C #6 CU 600V (166' TO HH50) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 5110.5"x17"x12" HHIN: 2-1/C #6 CU 600V (172' TO HH52) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: STREET LIGHT 46IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH46) ~ZUGC 125CI: HANDHOLE 5210.5"x17"x12" HHIN: 2-1/C #6 CU 600V (574' TO HH53) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004 CI: STREET LIGHT 47IN:1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH47) ~ZUGC 125CI: STREET LIGHT 49IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH49) ~ZUGC 125CI: STREET LIGHT 48IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH48) ~ZUGC 125CI: STREET LIGHT 50IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH50) ~ZUGC 125CI: STREET LIGHT 14IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH14) ~ZUGC 125CI: HANDHOLE 2010.5"x17"x12" HHIN: 2-1/C #6 CU 600V (92' TO HH21) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: STREET LIGHT 15IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH15) ~ZUGC 125CI: STREET LIGHT 17IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH17) ~ZUGC 125CI: STREET LIGHT 16IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH16) ~ZUGC 125CI: STREET LIGHT 18IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH18) ~ZUGC 125CI: STREET LIGHT 52IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH52) ~ZUGC 125CI: STREET LIGHT 51IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH51) ~ZUGC 125CI: STREET LIGHT 20IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH20) ~ZUGC 125CI: STREET LIGHT 19IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH19) ~ZUGC 125TRENCH UNDERSIDEWALK22+30EEEEEEEEEEEEEEEEEEEEEEEEEETRENCH 30"FROM CURBEEEEEECOMM-HH58 TOCOMM-HH59IN: 2 - 4" DUCT BANK22+30CI: COMM-HANDHOLE 5817"X30"X12"1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00301 - REINFORCED CONCRETE NON-TRAFFIC EXTENSION ~24-04801 - FIBERLYTE LID ~24-11772 - 3/8"X2-1/4" PANTAHEAD BOLTEEEEECOMMCOMMCOMMCOMMCOMMEEEEEEECOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMEEEECOMMCOMMCOMMCOMMCOMMCOMMCOMMEEECOMMCOMMCOMMEEECI:24"1458'584647484950515258464748495051521617181920201415191817141516EEEEECOMMCOMMCOMMCOMMEEEEEEECOMMCOMMCOMMCOMMCOMMCOMMC XXXXX*REGISTEREDPROFESSIONALE N G I N E E R * S TATEOFCALIFORNIAENGINEER'SNAM E CIVIL11/16/20219/30/20239/30/2023AKASH BEZAWADA9039412/1/202121-ML-110980-----0-----0-----STAlE OF CAUFORNIA {118 RIOHT-OF-WAY) .,. 0-----0-----0-----\ \ \ j r---\ DESCRIPTION R.C.E. "' U'l """ om 0-----0-----0-----0-----0-----0-----() Stantec DESIGNED BY A. ARELLANO DRAWN BY: N. AGUIRRE lllr..t'klDIIIISIJwl, Sanlolbtlcn,CA93101 CHECKED BY: Phone: (805) 96J-95J2 '"'-R. BRADEN PRO..ECTENGINEER R.C.E. ""· 0-----0----0----0----0----0-----0----0----0----0----0----ENGINEERING REVIEWED BY: ~ 8 CITYENGl,IEER/PUEu::WORKSOIRECTOR ;;.:;;--QI.NIEI.KIMPE:70701 O:PIRATIONDATE6-J0-202J 0----0----0----0----0----SPEC. NO ENGINEERING PROJECT NO GENERAL NOTES 1. PEDESTAL3"Pla<UPPOINTPROIJIOEDBYSCE. 2. INSTALLPEOESTALl<IACCOROANCC'MTHAOA REGULATIONS. 3. INSTAil. MIL.SANK PEDESTAL PER MIL.SANK SPECIFICATIONS (CATALOG#: CPJEl2202PB) 4. OKCJ,111EOKOSEAL-NTYPETHHNCA8l.EOA EOlllVAI..ENT TO BE INSTAU.ED(CABLE SIZE VARIES BY LOCATION) 5. CA81..ERUNFROMPEDESTALTOF1RSTHANDHOLE SHOULD BE 2-14 CU IN 2" DUCT. 6. REMAJNINGSECON0AAYHAN0HOl..£CA8LEAUNS SHOULD BE 2-16 aJ IN 2" DUCT. 1. STREET LICHT SER'ACE INST"1.LATION TO BE 2-18 CU 1N1.,·oucr. 8. INSTAU.PRECAST£NSENHANOliOLESPERSHEET4 9. INSTAU.S1REE1l.lGHTFOUNDATIONPERSHEET2 DRAWING A. 10. ALL STREET LIGHT ELCCTROUERS SHOULD BC Mt CONCRETE POI.£ '1111TH AN 8' MAST ARM AND 82W COBRA HEAD STYLE LED LAMPS. SHEET __ o, __ DRAWING NO. 802 ++++++++++++CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC C CEGGG G G G GGGGGGGSSSSSSSWWWWWWWWWGGGGGGG+GGGWWWWWWWIN: 2 - 1/C #8 CU 600V37+0030+0830+7931+7332+7033+5034+9036+3038+0234+2034+2635+6636+9430+14∠: 90°R: 4'30+85∠: 90°R: 4'31+79∠: 90°R: 4'32+76∠: 90°R: 4'33+56∠: 90°R: 4'34+96∠: 90°R: 4'36+36∠: 90°R: 4'38+7039+4238+08∠: 90°R: 4'38+76∠: 90°R: 4'39+48∠: 90°R: 4'40+1240+06∠: 90°R: 4'40+8240+76∠: 90°R: 4'STREET LIGHT IMPROVEMENT PLANPRINCETON AVENUESTA. 30+00.00 TO ENDR.O.W.R.O.W.N1928185.19E6302172.21EXISTINGR.O.W.577.04FS579.62FSSL-8PUBLIC WORKS DEPARTMENTCITY OF MOORPARKENGINEERING DIVISIONMOORPARKCALIFORN IA I N C O R PORATEDJULY119837712"HH55IN: 2 - 1/C #8 CU 600VIN: 2 - 1/C #8 CU 600VEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE HH21 TO HH22IN: 2 - 1/C #6 CU 600V1CI:2"71'HH21HH22 TO HH23IN: 2 - 1/C #6 CU 600VHH23 TO HH24IN: 2 - 1/C #6 CU 600V1CI:2"97'HH23HH24 TO HH25IN: 2 - 1/C #6 CU 600VHH25 TO HH26IN: 2 - 1/C #6 CU 600V1CI:2"140'HH25HH26 TO HH27IN: 2 - 1/C #6 CU 600V1CI:2"140'HH26HH27 TO HH28IN: 2 - 1/C #6 CU 600V1CI:2"172'HH27HH28 TO HH29IN: 2 - 1/C #6 CU 600V1CI:2"68'HH28HH30 TO HH31IN: 2 - 1/C #6 CU 600V1CI:2"58'HH30HH31 TO HH32IN: 2 - 1/C #6 CU 600VHH29 TO HH30IN: 2 - 1/C #6 CU 600V1CI:2"72'HH291CI:2"HH32HH53 TO HH54IN: 2 - 1/C #6 CU 600V1CI:2"140'HH53HH54 TO HH55IN: 2 - 1/C #6 CU 600V1CI:2"128'HH54IN: 2 - 1/C #6 CU 600VIN: 2 - 1/C #8 CU 600V1CI:1.5"6'21IN: 2 - 1/C #8 CU 600V1CI:1.5"6'22IN: 2 - 1/C #8 CU 600V1CI:1.5"6'23IN: 2 - 1/C #8 CU 600V1CI:1.5"6'241CI:1.5"6'25IN: 2 - 1/C #8 CU 600V1CI:1.5"6'26IN: 2 - 1/C #8 CU 600V1CI:1.5"6'27IN: 2 - 1/C #8 CU 600V1CI:1.5"6'28IN: 2 - 1/C #8 CU 600V1CI:1.5"6'291CI:1.5"6'30IN: 2 - 1/C #8 CU 600V1CI:1.5"6'31VD:1.70%IN: 2 - 1/C #8 CU 600V1CI:1.5"6'53IN: 2 - 1/C #8 CU 600V1CI:1.5"6'54IN: 2 - 1/C #8 CU 600VVD: 1.21%1CI:1.5"6'55CI: HANDHOLE 2210.5"x17"x12" HHIN: 2-1/C #6 CU 600V (108' TO HH23) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 2110.5"x17"x12" HHIN: 2-1/C #6 CU 600V (85' TO HH22) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 2310.5"x17"x12" HHIN: 2-1/C #6 CU 600V (111' TO HH24) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 2510.5"x17"x12" HHIN: 2-1/C #6 CU 600V (154' TO HH26) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004IN: HH2410.5"x17"x12" HHIN: 2-1/C #6 CU 600V (94' TO HH25) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 2610.5"x17"x12" HHIN: 2-1/C #6 CU 600V (154' TO HH27) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 2810.5"x17"x12" HHIN: 2-1/C #6 CU 600V (82' TO HH29) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 2710.5"x17"x12" HHIN: 2-1/C #6 CU 600V (186' TO HH28) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 2910.5"x17"x12" HHIN: 2-1/C #6 CU 600V (86' TO HH30) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 3110.5"x17"x12" HHIN: 2-1/C #6 CU6 00V (84' TO HH32) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 3010.5"x17"x12" HHIN: 2-1/C #6 CU 600V (72' TO HH31) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 3210.5"x17"x12" HHIN: 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: STREET LIGHT 22IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH22) ~ZUGC 125CI: STREET LIGHT 21IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH21) ~ZUGC 125CI: STREET LIGHT 23IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH23) ~ZUGC 125CI: STREET LIGHT 24IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH24) ~ZUGC 125CI: STREET LIGHT 26IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH26) ~ZUGC 125CI: STREET LIGHT 25IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH25) ~ZUGC 125CI: STREET LIGHT 27IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH27) ~ZUGC 125CI: STREET LIGHT 28IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH28) ~ZUGC 125CI: HANDHOLE 5410.5"x17"x12" HHIN: 2-1/C #6 CU 600V (142' TO HH55) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004ICI: HANDHOLE 5310.5"x17"x12" HHIN: 2-1/C #6 CU 600V (154' TO HH54) ~ZUGC 2351 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004CI: HANDHOLE 5510.5"x17"x12" HHIN: 1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00201 - REINFORCED CONCRETE EXTENSION ~ 24-04701 - CONCRETE STEEL REINFORCED BOLT DOWN LID W/ STREET LIGHT MARKED ~HN1017-L012 - 1P 4-WAY INSL BAR 1-SET SCREW #8 - 350 ~ZUSC 004IN: STREET LIGHT 54IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH54) ~ZUGC 125IN: SREET LIGHT 53IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH53) ~ZUGC 125IN: STREET LIGHT 55IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH55) ~ZUGC 125CI: STREET LIGHT 29IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH29) ~ZUGC 125CI: STREET LIGHT 30IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH30) ~ZUGC 125CI: STREET LIGHT 31IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH31) ~ZUGC 125CI: STREET LIGHT 32IN: 1 - SL 30' ELECT CONC 1-8' BKT ~ ZSLP 614 (ELECTROLIER)1 - SL 82W COBRA HEAD STYLE LED LUMINAIRE ~SAP102102392 - 1/C #8 CU 600V CBL SL IN RGD DUCT (6' TO HH32) ~ZUGC 1251CI:2"94'HH22TRENCH 30"FROM CURBJOINT TRENCHUNDER SIDEWALK1CI:2"80'HH2435+60EEEEEE36+88COMM-HH59IN: 2 - 4" DUCT BANKCI: COMM-HANDHOLE 5917"X30"X12"1 - REINFORCED CONCRETE NON-TRAFFIC BOX ~24-00301 - REINFORCED CONCRETE NON-TRAFFIC EXTENSION ~24-04801 - FIBERLYTE LID ~24-11772 - 3/8"X2-1/4" PANTAHEAD BOLTEEEEEEEEEEEEEEECOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM1CI:1.5"6'32CI:24"5953545554535955293032312122232428272625293031322423222125262728EEECOMMCOMMCOMMCOMMCOMMCOMMEEEEE1CI:2"70'HH31EEEEC XXXXX*REGISTEREDPROFESSIONALE N G I N E E R * S TATEOFCALIFORNIAENGINEER'SNAM E CIVIL11/16/20219/30/20239/30/2023AKASH BEZAWADA9039412/1/202121-ML-110980-----◊>----0-----0----0-----0----,------r--i -----""-""-l'l'.." I r I f:1------__J ..._____, L1 0-----0-----0-----0-----0-----0-----0-----0-----() Stantec DESIGNED BY A. ARELLANO DRAWN BY: N. AGUIRRE lllr..t'klDIIIISIJwl, Sanlolbtlcn,CA93101 CHECKED BY: Phone: (805) 915J-ll5J2 '"'-R. BRADEN PRO..ECTENGINEER DESCRIPTION R.C.E. """ '"" R.C.E. ""· 0----0----0----0----0----[::J ,,/ <~ 0-----0----0-----0----0-----0----0-----0----ENGINEERING REVIEWED BY: ~ 8 CITYENGl,IEER/PUEu::WORKSOIRECTOR °"TE QI.NIEI.KIWPE:70701 O:PIRATIONDA1Eli-J0-202J ENGINEERING PROJECT NO 'I 0----0----0----0----GENERAL NOTES 1. PEDCSTALJ"PICKUPPOl<ITPROVIDEDBYSCE. ~E5di~~ap1AL IN ACCORDANCE WITH N)A J. l<ISTAU. MILBANK PEDESTAL PER Mll.8AMC SPCOnCATIONS (CATAI.OCt, CPJB2202P8) 4. OKONITECl(OSEAI.-N T'l'PE THHN CA8LEOR EQUIVAI.ENTT08CINSTALLEO(CA81..ESIZEVARIESBY LOCATlc»I) CABLE RUN FROM PEDESTAL TO msT HANOHOLE SHOULOBE2-f4CUIN2"0UCT. REMAININGSECONOARYHANOHOLECA8LERl.l<IS SHOOLO 8£ 2-#6 CU IN 2" DUCT. 7. SmEET UGI-IT SER\'ICE INSTAU..ATlON TO BE 2-f8 CU 1<1 1.S" DUCT. 8. INSTALL PRECAST .ENSEN HANOHOLES PER Sl£ET 4 9. l<ISTAU. STREETUGHT FOUNDATION PER SHEET 2 ORA'MNGA. 10. ALL STREET LIGHT ELECTRCUERS SHOOLO BE 30" CONCRETE POLE WITH AN 8' M.-.ST ARM ANO 82W C08RAHEAOSTl1.ELEOLAMPS. "· ""' """" ,,,.,,., '""'' ""'"''. z ~ -N-•• ! DRAWING NO. 803 PROFESSIONAL SERVICES AGREEMENT BETWEEN THE CITY OF MOORPARK AND STANTEC CONSULTING SERVICES, INC. FOR CONSTRUCTION ADMINISTRATION SERVICES FOR THE PRINCETON AVENUE IMPROVEMENT PROJECT, SPECIFICATION NO. MPK 21-03 THIS AGREEMENT, made and effective as of this _____ day of ________________________, 2022, between the City of Moorpark, a municipal corporation (“City”) and Stantec Consulting Services, Inc., a corporation (“Consultant”). In consideration of the mutual covenants and conditions set forth herein, the parties agree as follows: WHEREAS, City has the need for Construction Administration Services for the Princeton Avenue Improvement Project, Specification No. MPK 21-03; and WHEREAS, Consultant is the Engineer of Record for the Princeton Avenue Improvement Project, Specification No. MPK 21-03; and WHEREAS, Consultant specializes in providing such services and has the proper work experience, certifications, and background to carry out the duties involved; and WHEREAS, Consultant has submitted to City a Proposal dated February 3, 2022, which is attached hereto as Exhibit C. NOW, THEREFORE, in consideration of the mutual covenants, benefits, and premises herein stated, the parties hereto agree as follows: 1. TERM The term of this Agreement shall be from the date of execution to July 8, 2025, unless this Agreement is terminated or suspended pursuant to this Agreement. 2. SCOPE OF SERVICES City does hereby retain Consultant, as an independent contractor, in a contractual capacity to provide Construction Administration Services, as set forth in Exhibit C. In the event there is a conflict between the provisions of Exhibit C and this Agreement, the language contained in this Agreement shall take precedence. Consultant shall perform the tasks described and set forth in Exhibit C. Consultant shall complete the tasks according to the schedule of performance which is also set forth in Exhibit C. Compensation for the services to be performed by Consultant shall be in accordance with Exhibit C. Compensation shall not exceed the rates or total contract value Two Hundred Twenty-Two Thousand, Four Hundred Thirty-Five dollars ($222,435.00), as stated in Exhibit C, without a written Amendment to the Agreement ATTACHMENT 3 804 Stantec Consulting Services, Inc. Page 2 of 16 executed by both parties. Payment by City to Consultant shall be in accordance with the provisions of this Agreement. 3. PERFORMANCE Consultant shall at all times faithfully, competently and to the best of their ability, experience, standard of care, and talent, perform all tasks described herein. Consultant shall employ, at a minimum, generally accepted standards and practices utilized by persons engaged in providing similar services as are required of Consultant hereunder in meeting its obligations under this Agreement. 4. MANAGEMENT The individual directly responsible for Consultant’s overall performance of the Agreement provisions herein above set forth and to serve as principal liaison between City and Consultant shall be Geremy Salts, P.E., and no other individual may be substituted without the prior written approval of the City Manager. The City’s contact person in charge of administration of this Agreement, and to serve as principal liaison between Consultant and City, shall be the City Manager or the City Manager’s designee. 5. PAYMENT Taxpayer ID or Social Security numbers must be provided by Consultant on an IRS W-9 form before payments may be made by City to Consultant. The City agrees to pay Consultant monthly, in accordance with the payment rates and terms and the schedule of payment as set forth in Exhibit C, based upon actual time spent on the above tasks. This amount shall not exceed Two Hundred Twenty-Two Thousand, Four Hundred Thirty-Five dollars ($222,435.00) for the total term of the Agreement unless additional payment is approved as provided in this Agreement. Consultant shall not be compensated for any services rendered in connection with its performance of this Agreement, which are in addition to those set forth herein, unless such additional services and compensation are authorized, in advance, in a written amendment to this Agreement executed by both parties. The City Manager, if authorized by City Council, may approve additional work not to exceed ten percent (10%) of the amount of the Agreement. Consultant shall submit invoices monthly for actual services performed. Invoices shall be submitted on or about the first business day of each month, or as soon thereafter as practical, for services provided in the previous month. Payment shall be made within thirty (30) days of receipt of each invoice as to all non-disputed fees. Any expense or reimbursable cost appearing on any invoice shall be accompanied by a receipt or other documentation subject to approval of the City Manager or the City Manager’s designee. If the City disputes any of Consultant’s fees or expenses, City 805 Stantec Consulting Services, Inc. Page 3 of 16 shall give written notice to Consultant within thirty (30) days of receipt of any disputed fees set forth on the invoice. 6. TERMINATION OR SUSPENSION WITHOUT CAUSE The City may at any time, for any reason, with or without cause, suspend, or terminate this Agreement, or any portion hereof, by serving upon the Consultant at least ten (10) days prior written notice. Upon receipt of said notice, the Consultant shall immediately cease all work under this Agreement, unless the notice provides otherwise. If the City suspends or terminates a portion of this Agreement, such suspension or termination shall not make void or invalidate the remainder of this Agreement. The Consultant may terminate this Agreement only by providing City with written notice no less than thirty (30) days in advance of such termination. In the event this Agreement is terminated or suspended pursuant to this Section, the City shall pay to Consultant the actual value of the work performed up to the time of termination or suspension, provided that the work performed is of value to the City. Upon termination or suspension of the Agreement pursuant to this Section, the Consultant will submit an invoice to the City pursuant to this Agreement. 7. DEFAULT OF CONSULTANT The Consultant’s failure to comply with the provisions of this Agreement shall constitute a default. In the event that Consultant is in default for cause under the terms of this Agreement, City shall have no obligation or duty to continue compensating Consultant for any work performed after the date of default and can terminate or suspend this Agreement immediately by written notice to the Consultant. If such failure by the Consultant to make progress in the performance of work hereunder arises out of causes beyond the Consultant’s control, and without fault or negligence of the Consultant, it shall not be considered a default. If the City Manager or his/her designee determines that the Consultant is in default in the performance of any of the terms or conditions of this Agreement, he/she shall cause to be served upon the Consultant a written notice of the default. The Consultant shall have thirty (30) days after service upon it of said notice in which to cure the default by rendering a satisfactory performance. In the event that the Consultant fails to cure its default within such period of time, the City shall have the right, notwithstanding any other provision of this Agreement, to terminate this Agreement without further notice and without prejudice to any other remedy to which it may be entitled at law, in equity or under this Agreement. 8. LIQUIDATED DAMAGES There are no liquidated damages under this Agreement. 806 Stantec Consulting Services, Inc. Page 4 of 16 9. OWNERSHIP OF DOCUMENTS Consultant shall maintain complete and accurate records with respect to sales, costs, expenses, receipts, and other such information required by City that relate to the performance of services under this Agreement. Consultant shall maintain adequate records of services provided in sufficient detail to permit an evaluation of services. All such records shall be maintained in accordance with generally accepted accounting principles and shall be clearly identified and readily accessible. Consultant shall provide free access to the representatives of City or the City’s designees at reasonable times to such books and records; shall give the City the right to examine and audit said books and records; shall permit City to make transcripts therefrom as necessary; and shall allow inspection of all work, data, documents, proceedings, and activities related to this Agreement. Notification of audit shall be provided at least thirty (30) days before any such audit is conducted. Such records, together with supporting documents, shall be maintained for a period of three (3) years after receipt of final payment. Upon completion of, or in the event of termination or suspension without cause of this Agreement, all original documents, designs, drawings, maps, models, computer files, surveys, notes, and other documents prepared in the course of providing the services to be performed pursuant to this Agreement shall become the sole property of the City and may be used, reused, or otherwise disposed of by the City without the permission of the Consultant. With respect to computer files, Consultant shall make available to the City, at the Consultant’s office and upon reasonable written request by the City, the necessary computer software and hardware for purposes of accessing, compiling, transferring, and printing computer files. 10. INDEMNIFICATION AND HOLD HARMLESS Indemnity for professional liability: When the law establishes a professional standard of care for Consultant’s Services, to the fullest extent permitted by law, Consultant shall indemnify, protect, defend and hold harmless City and any and all of its officials, employees, and agents (“Indemnified Parties”) from and against any and all losses, liabilities, damages, costs and expenses, including legal counsels’ fees and costs to the extent same are caused in whole or in part by any negligent or wrongful act, error or omission of Consultant, its officers, agents, employees or subconsultants (or any agency or individual that Consultant shall bear the legal liability thereof) in the performance of professional services under this Agreement. Indemnity for other than professional liability: Other than in the performance of professional services and to the full extent permitted by law, Consultant shall indemnify, protect, defend and hold harmless City, and any and all of its officials, employees, and agents from and against any liability (including liability for claims, suits, actions, arbitration proceedings, administrative proceedings, regulatory proceedings, losses, expenses or costs of any kind, whether actual, alleged or threatened, including legal counsels’ fees and costs, court costs, interest, defense costs, and expert witness fees), where the same arise out of, are a consequence of, or are in any way attributable to, in whole or in part, the performance of this Agreement by Consultant or by any individual 807 Stantec Consulting Services, Inc. Page 5 of 16 or agency for which Consultant is legally liable, including but not limited to officers, agents, employees or subcontractors of Consultant. Consultant agrees to obtain executed indemnity agreements with provisions identical to those set forth here in this Section from each and every subcontractor, or any other person or entity involved by, for, with, or on behalf of Consultant in the performance of this Agreement. In the event Consultant fails to obtain such indemnity obligations from others as required here, Consultant agrees to be fully responsible according to the terms of this Section. Failure of City to monitor compliance with these requirements imposes no additional obligations on City and will in no way act as a waiver of any rights hereunder. This obligation to indemnify and defend City as set forth here is binding on the successors, assigns, or heirs of Consultant and shall survive the termination of this Agreement or this Section. City does not and shall not waive any rights that it may have against Consultant by reason of this Section, because of the acceptance by City, or the deposit with City, of any insurance policy or certificate required pursuant to this Agreement. The hold harmless and indemnification provisions shall apply regardless of whether or not said insurance policies are determined to be applicable to any losses, liabilities, damages, costs, and expenses described in this Section. 11. INSURANCE Consultant shall maintain prior to the beginning of and for the duration of this Agreement insurance coverage as specified in Exhibit A attached hereto and incorporated herein by this reference as though set forth in full. 12. INDEPENDENT CONSULTANT Consultant is and shall at all times remain as to the City a wholly independent Contractor. The personnel performing the services under this Agreement on behalf of Consultant shall at all times be under Consultant’s exclusive direction and control. Neither City nor any of its officers, employees, or agents shall have control over the conduct of Consultant or any of Consultant’s officers, employees, or agents, except as set forth in this Agreement. Consultant shall not at any time or in any manner represent that it or any of its officers, employees, or agents are in any manner officers or employees, or agents of the City except as set forth in this Agreement. Consultant shall not incur or have the power to incur any debt, obligation, or liability against City, or bind City in any manner. No employee benefits shall be available to Consultant in connection with the performance of this Agreement. Except for the fees paid to Consultant as provided in the Agreement, City shall not pay salaries, wages, or other compensation to Consultant for performing services hereunder for City. City shall not be liable for compensation or indemnification to Consultant for injury or sickness arising out of performing services hereunder. 808 Stantec Consulting Services, Inc. Page 6 of 16 13. LEGAL RESPONSIBILITIES The Consultant shall keep itself informed of local, state, and federal laws and regulations which in any manner affect those employed by it or in any way affect the performance of its service pursuant to this Agreement. The Consultant shall at all times observe and comply with all such laws and regulations, including but not limited to the Americans with Disabilities Act and Occupational Safety and Health Administration laws and regulations. The Consultant shall comply with and sign Exhibit B, the Scope of Work Requirement for Professional Services Agreements Compliance with California Government Code Section 7550, when applicable. The City, and its officers and employees, shall not be liable at law or in equity occasioned by failure of the Consultant to comply with this Section. Should the Scope of Services include work that is considered a public work to which prevailing wages apply, the public work project is subject to compliance monitoring and enforcement by the California Department of Industrial Relations (DIR). Consultant agrees to comply with and be bound by all applicable terms, rules and regulations described in (a) Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code, including without limitation Labor Code Section 1771 and (b) the rules and regulations established by the DIR implementing such statutes, as though set forth in full herein, including any applicable amendments made thereto during the term of this Agreement. For every subcontractor who will perform work on this project, Consultant shall be responsible for subcontractor’s compliance with (a) and (b), and Consultant shall take all necessary actions to ensure subcontractor’s compliance. Labor Code Section 1725.5 requires all contractors and subcontractors to annually register with the DIR before bidding or performing on any public work contract. 14. ANTI DISCRIMINATION Neither the Consultant, nor any subconsultant under the Consultant, shall discriminate in employment of persons upon the work because of race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, genetic information, marital status, sex, gender, gender identity, gender expression, age, sexual orientation, or military and veteran status; or any other basis protected by applicable federal, state, or local law, except as provided in Section 12940 of the Government Code. Consultant shall have responsibility for compliance with this Section. 15. UNDUE INFLUENCE Consultant declares and warrants that no undue influence or pressure is used against or in concert with any officer or employee of the City in connection with the award, terms, or implementation of this Agreement, including any method of coercion, confidential financial arrangement, or financial inducement. No officer or employee of the City will receive compensation, directly or indirectly from Consultant, or any officer, employee, or agent of Consultant, in connection with the award of this Agreement or any work to be conducted as a result of this Agreement. Violation of this Section shall 809 Stantec Consulting Services, Inc. Page 7 of 16 be a material breach of this Agreement entitling the City to any and all remedies at law or in equity. 16. NO BENEFIT TO ARISE TO LOCAL EMPLOYEES No member, officer, or employee of the City, or their designees or agents, and no public official who exercises authority over or responsibilities with respect to the Services during his/her tenure or for one year thereafter, shall have any interest, direct or indirect, in any agreement or sub-agreement, or the proceeds thereof, for work to be performed in connection with the Services performed under this Agreement. 17. CONFLICT OF INTEREST Consultant covenants that neither they nor any officer or principal of their firm have any interests, nor shall they acquire any interest, directly or indirectly, which will conflict in any manner or degree with the performance of their services hereunder. Consultant further covenants that in the performance of this Agreement, they shall employ no person having such interest as an officer, employee, agent, or subconsultant. Consultant further covenants that Consultant has not contracted with nor is performing any services directly or indirectly, with the developer(s) and/or property owner(s) and/or firm(s) and/or partnership(s) and/or public agency(ies) owning property and/or processing an entitlement application for property in the City or its Area of Interest, now or within the past one (1) year, and further covenants and agrees that Consultant and/or its subconsultants shall provide no service or enter into any contract with any developer(s) and/or property owner(s) and/or firm(s) and/or partnership(s) and/or public agency(ies) owning property and/or processing an entitlement application for property in the City or its Area of Interest, while under contract with the City and for a one (1) year time period following termination of this Agreement. 18. NOTICE Any notice to be given pursuant to this Agreement shall be in writing, and all such notices and any other document to be delivered shall be delivered by personal service or by deposit in the United States mail, certified or registered, return receipt requested, with postage prepaid, and addressed to the party for whom intended as follows: To: City Manager City of Moorpark 799 Moorpark Ave. Moorpark, CA 93021 To: Geremy Salts, RCE 60488 Principal Stantec Consulting Services, Inc. 200 East Carrillo Street, Suite 101 Santa Barbara, CA 93101 810 Stantec Consulting Services, Inc. Page 8 of 16 Either party may, from time to time, by written notice to the other, designate a different address or contact person, which shall be substituted for the one above specified. Notices, payments and other documents shall be deemed delivered upon receipt by personal service or as of the third (3rd) day after deposit in the United States mail. 19. CHANGE IN NAME Should a change be contemplated in the name or nature of the Consultant's legal entity, the Consultant shall first notify the City in order that proper steps may be taken to have the change reflected in the Agreement documents. 20. ASSIGNMENT Consultant shall not assign this Agreement or any of the rights, duties, or obligations hereunder. It is understood and acknowledged by the parties that Consultant is uniquely qualified to perform the services provided for in this Agreement. 21. LICENSES At all times during the term of this Agreement, Consultant shall have in full force and effect, all licenses required of it by law for the performance of the services in this Agreement. 22. VENUE AND GOVERNING LAW This Agreement is made, entered into, and executed in Ventura County, California, and any action filed in any court or for arbitration for the interpretation, enforcement or other action of the terms, conditions, or covenants referred to herein shall be filed in the applicable court in Ventura County, California. The City and Consultant understand and agree that the laws of the state of California shall govern the rights, obligations, duties, and liabilities of the parties to this Agreement and also govern the interpretation of this Agreement. 23. COST RECOVERY In the event any action, suit or proceeding is brought for the enforcement of, or the declaration of any right or obligation pursuant to this Agreement or as a result of any alleged breach of any provision of this Agreement, the prevailing party shall be entitled to recover its costs and expenses, including attorneys’ fees, from the losing party, and any judgment or decree rendered in such a proceeding shall include an award thereof. 24. ENTIRE AGREEMENT This Agreement and the Exhibits attached hereto contain the entire understanding between the parties relating to the obligations of the parties described in this Agreement. All prior or contemporaneous agreements, understandings, representations, and statements, oral or written, are merged into this Agreement and 811 Stantec Consulting Services, Inc. Page 9 of 16 shall be of no further force or effect. Each party is entering into this Agreement based solely upon the representations set forth herein and upon each party’s own independent investigation of any and all facts such party deems material. 25. CAPTIONS OR HEADINGS The captions and headings of the various Articles, Paragraphs, and Exhibits of this Agreement are for convenience and identification only and shall not be deemed to limit or define the content of the respective Articles, Paragraphs, and Exhibits hereof. 26. AMENDMENTS Any amendment, modification, or variation from the terms of this Agreement shall be in writing and shall be effective only upon approval by both parties to this Agreement. 27. PRECEDENCE In the event of conflict, the requirements of the City’s Request for Proposal, if any, and this Agreement shall take precedence over those contained in the Consultant’s Proposal. 28. INTERPRETATION OF AGREEMENT Should interpretation of this Agreement, or any portion thereof, be necessary, it is deemed that this Agreement was prepared by the parties jointly and equally, and shall not be interpreted against either party on the ground that the party prepared the Agreement or caused it to be prepared. 29. WAIVER No waiver of any provision of this Agreement shall be deemed, or shall constitute, a waiver of any other provision, whether or not similar, nor shall any such waiver constitute a continuing or subsequent waiver of the same provision. No waiver shall be binding unless executed in writing by the party making the waiver. 30. AUTHORITY TO EXECUTE The person or persons executing this Agreement on behalf of the Consultant warrants and represents that he/she has the authority to execute this Agreement on behalf of the Consultant and has the authority to bind Consultant to the performance of obligations hereunder. 812 Stantec Consulting Services, Inc. Page 10 of 16 IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed the day and year first above written. CITY OF MOORPARK STANTEC CONSULTING SERVICES, INC. __________________________________ __________________________________ Troy Brown, City Manager Geremy Salts, P.E., Principal Attest: __________________________________ Ky Spangler, City Clerk 813 Stantec Consulting Services, Inc. Page 11 of 16 Exhibit A INSURANCE REQUIREMENTS Prior to the beginning of and throughout the duration of Work, Consultant will maintain insurance in conformance with the requirements set forth below. Consultant will use existing coverage to comply with these requirements. If that existing coverage does not meet requirements set forth here, Consultant agrees to amend, supplement, or endorse the existing coverage to do so. Consultant acknowledges that the insurance coverage and policy limits set forth in this section constitute the minimum amount of coverage required. Any insurance proceeds available to the City in excess of the limits and coverage required in this Agreement and which is applicable to a given loss, will be available to the City. Consultant shall provide the following types and amounts of insurance: Commercial General Liability Insurance using Insurance Services Office (ISO) “Commercial General Liability” policy form CG 00 01 or the exact equivalent. Defense costs must be paid in addition to limits. There shall be no cross liability exclusion for claims or suits by one insured against another. Limits are subject to review but in no event less than $1,000,000 per occurrence for all covered losses and no less than $2,000,000 general aggregate. Business Auto Coverage on ISO Business Auto Coverage form CA 00 01 including symbol 1 (Any Auto) or the exact equivalent. Limits are subject to review, but in no event to be less than $1,000,000 per accident. If Consultant owns no vehicles, this requirement may be satisfied by a non-owned auto endorsement to the general liability policy described above. If Consultant or Consultant’s employees will use personal autos in any way on this project, Consultant shall provide evidence of personal auto liability for each such person. Workers’ Compensation on a state-approved policy form providing statutory benefits as required by law with employer’s liability limits no less than $1,000,000 per accident or disease. Professional Liability or Errors and Omissions Insurance as appropriate shall be written on a policy form coverage specifically designed to protect against acts, errors or omissions of the Consultant and “Covered Professional Services” as designated in the policy must specifically include work performed under this Agreement. The policy limit shall be no less than $1,000,000 per claim and in the aggregate. The policy must “pay on behalf of” the insured and must include a provision establishing the insurer’s duty to defend. The policy retroactive date shall be on or before the effective date of this Agreement. Excess or Umbrella Liability Insurance (Over Primary) if used to meet limit requirements, shall provide coverage at least as broad as specified for the underlying coverages. Coverage shall be provided on a “pay on behalf” basis, with defense costs 814 Stantec Consulting Services, Inc. Page 12 of 16 payable in addition to policy limits. Policy shall contain a provision obligating insurer at the time insured’s liability is determined, not requiring actual payment by the insured first. There shall be no cross liability exclusion precluding coverage for claims or suits by one insured against another. Coverage shall be applicable to the City for injury to employees of Consultant, subconsultants, or others involved in the Work. The scope of coverage provided is subject to approval by the City following receipt of proof of insurance as required herein. Limits are subject to review but in no event less than $2,000,000 aggregate. Insurance procured pursuant to these requirements shall be written by insurers that are admitted carriers in the State of California and with an A.M. Bests rating of A- or better and a minimum financial size of VII. General conditions pertaining to provision of insurance coverage by Consultant. Consultant and the City agree to the following with respect to insurance provided by Consultant: 1. Consultant agrees to have its insurer endorse the third party general liability coverage required herein to include as additional insureds the City, its officials, employees, and agents, using standard ISO endorsement CG 2010 and CG 2037 with edition acceptable to the City. Consultant also agrees to require all contractors and subcontractors to do likewise. 2. No liability insurance coverage provided to comply with this Agreement shall prohibit Consultant, or Consultant’s employees, or agents, from waiving the right to subrogation prior to a loss. Consultant agrees to waive subrogation rights against the City regardless of the applicability of any insurance proceeds, and to require all contractors and subcontractors to do likewise. 3. All insurance coverage and limits provided by Contractor and available or applicable to this Agreement are intended to apply to the full extent of the policies. Nothing contained in this Agreement or any other agreement relating to the City or its operation limits the application of such insurance coverage. 4. None of the coverages required herein will be in compliance with these requirements if they include limiting endorsement of any kind that has not been first submitted to the City and approved in writing. 5. No liability policy shall contain any provision or definition that would serve to eliminate so-called “third party action over” claims, including any exclusion for bodily injury to an employee of the insured or of any contractor or subcontractor. 6. All coverage types and limits required are subject to approval, modification, and additional requirements by the City, as the need arises. Consultant shall not make any reductions in scope of coverage (e.g. elimination of contractual liability or reduction of discovery period) that may affect the City’s protection without the City’s prior written consent. 815 Stantec Consulting Services, Inc. Page 13 of 16 7. Proof of compliance with these insurance requirements, consisting of certificates of insurance evidencing all of the coverages required and an additional insured endorsement to Consultant’s general liability policy, shall be delivered to city at or prior to the execution of this Agreement. In the event such proof of any insurance is not delivered as required, or in the event such insurance is canceled or reduced at any time and no replacement coverage is provided, the City has the right, but not the duty, to obtain any insurance it deems necessary to protect its interests under this or any other Agreement and to pay the premium. Any premium so paid by the City shall be charged to and promptly paid by Consultant or deducted from sums due Consultant, at the City’s option. 8. Certificate(s) are to reflect that the insurer will provide thirty (30) days notice to the City of any cancellation or reduction of coverage. Consultant agrees to require its insurer to modify such certificates to delete any exculpatory wording stating that failure of the insurer to mail written notice of cancellation or reduction of coverage imposes no obligation, or that any party will “endeavor” (as opposed to being required) to comply with the requirements of the certificate. 9. It is acknowledged by the parties of this Agreement that all insurance coverage required to be provided by Consultant or any subcontractor, is intended to apply first and on a primary, non-contributing basis in relation to any other insurance or self-insurance available to the City. 10. Consultant agrees to ensure that subcontractors, and any other party involved with the Work who is brought onto or involved in the Work by Consultant, provide the same minimum insurance required of Consultant. Consultant agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this section. Consultant agrees that upon request, all agreements with subcontractors and others engaged in the Work will be submitted to the City for review. 11. Consultant agrees not to self-insure or to use any self-insured retentions or deductibles on any portion of the insurance required herein and further agrees that it will not allow any contractor, subcontractor, Architect, Engineer, or other entity or person in any way involved in the performance of Work contemplated by this Agreement to self-insure its obligations to the City. If Consultant’s existing coverage includes a deductible or self-insured retention, the deductible or self- insured retention must be declared to the City. At that time, the City shall review options with the Consultant, which may include reduction or elimination of the deductible or self-insured retention, substitution of other coverage, or other solutions. 12. The City reserves the right at any time during the term of the Agreement to change the amounts and types of insurance required by giving the Consultant ninety (90) days advance written notice of such change. If such change results in substantial additional cost to the Consultant, the City will negotiate additional compensation proportional to the increased benefit to the City. 816 Stantec Consulting Services, Inc. Page 14 of 16 13. For purposes of applying insurance coverage only, this Agreement will be deemed to have been executed immediately upon any party hereto taking any steps that can be deemed to be in furtherance of or towards performance of this Agreement. 14. Consultant acknowledges and agrees that any actual or alleged failure on the part of the City to inform Consultant of non-compliance with an insurance requirement in no way imposes any additional obligations to the City nor does it waive any rights hereunder in this or any other regard. 15. Consultant will renew the required coverage annually as long as the City, or its employees or agents face an exposure from operations of any type pursuant to this Agreement. This obligation applies whether or not the Agreement is canceled or terminated for any reason. Termination of this obligation is not effective until the City executes a written statement to that effect. 16. Consultant shall provide proof that policies of insurance required herein expiring during the term of this Agreement have been renewed or replaced with other policies providing at least the same coverage. Proof that such coverage has been ordered shall be submitted prior to expiration. A coverage binder or letter from Consultant’s insurance agent to this effect is acceptable. A certificate of insurance and/or additional insured endorsement as required in these specifications applicable to the renewing or new coverage must be provided to the City within five days of the expiration of coverage. 17. The provisions of any Workers’ Compensation or similar act will not limit the obligations of Consultant under this Agreement. Consultant expressly agrees not to use any statutory immunity defenses under such laws with respect to the City, its employees, officials and agents. 18. Requirements of specific coverage features or limits contained in this section are not intended as limitations on coverage, limits, or other requirements nor as a waiver of any coverage normally provided by any given policy. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue, and is not intended by any party or insured to be limiting or all- inclusive. 19. These insurance requirements are intended to be separate and distinct from any other provision in this Agreement and are intended by the parties here to be interpreted as such. 20. The requirements in this section supersede all other sections and provisions of this Agreement to the extent that any other section or provision conflicts or impairs the provisions of this section. 21. Consultant agrees to be responsible for ensuring that no contract used by any party involved in any way with the Work reserves the right to charge the City or Consultant for the cost of additional insurance coverage required by this 817 Stantec Consulting Services, Inc. Page 15 of 16 Agreement. Any such provisions are to be deleted with reference to the City. It is not the intent of the City to reimburse any third party for the cost of complying with these requirements. There shall be no recourse against the City for payment of premiums or other amounts with respect thereto. 22. Consultant agrees to provide immediate notice to City of any claim or loss against Consultant arising out of the work performed under this Agreement. The City assumes no obligation or liability by such notice, but has the right (but not the duty) to monitor the handling of any such claim or claims if they are likely to involve the City. 818 Stantec Consulting Services, Inc. Page 16 of 16 Exhibit B CITY OF MOORPARK Scope of Work Requirement for Professional Services Agreements Compliance with California Government Code Section 7550 Consultant shall sign and include this page in any document or written reports prepared by Consultant for the City of Moorpark (City) to which California Government Code Section 7550 (Government Code § 7550) applies. Government Code §7550 reads: “(a) Any document or written report prepared for or under the direction of a state or local agency, that is prepared in whole or in part by nonemployees of the agency, shall contain the numbers and dollar amounts of all contracts and subcontracts relating to the preparation of the document or written report; if the total cost for the work performed by nonemployees of the agency exceeds five thousand dollars ($5,000). The contract and subcontract numbers and dollar amounts shall be contained in a separate section of the document or written report. (b) When multiple documents or written reports are the subject or product of the contract, the disclosure section may also contain a statement indicating that the total contract amount represents compensation for multiple documents or written reports.” For all Professional Services Agreement with a total dollar value in excess of $5,000, a signed and completed copy of this form must be attached to all documents or completed reports submitted to the City pursuant to the Scope of Work. Does the dollar value of this Professional Services Agreement exceed $5,000?  Yes  No If yes, then the following information must be provided in compliance with Government Code § 7550: 1. Dollar amount of Agreement/Contract: $ ____________ 2. Dollar amount of Subcontract: $ ____________ 3. Does the total contract amount represent compensation for multiple documents or written reports?  Yes  No I have read the foregoing Code section and will comply with Government Code §7550. __________________________________ ______________________ Date 819 Stantec Consulting Services Inc. 200 East Carrillo Street, Suite 101, Santa Barbara CA 93101 February 3, 2022 File: 2064018305 Attention: Daniel Kim, P.E., City Engineer City of Moorpark 799 Moorpark Avenue Moorpark, CA 93021 Reference: Princeton Avenue Improvement Project MPK 21-03, HSIPL-5436(018) Proposal for Construction Administration Services Dear Mr. Kim, Our office recently completed the Plans, Specifications and Cost Estimates for the Princeton Avenue Improvement Project on behalf of the City. The City recently opened construction bids for the project and is preparing to award a Construction Contract Agreement to the lowest responsible bidder. Based on the prepared Plans and Specifications, the project schedule is 375 working days which was assumed for this proposal. We look forward to assisting the City during the construction phase of the improvements and are pleased to present this proposal to provide Construction Administration Services through project completion. It is our understanding that the City wishes to close our design services contract and prepare a new contract for construction phase services. SCOPE OF SERVICES Pre-Construction Services 1. Review project plans, special provisions and pay quantities. 2. Review standard specifications, standard drawings and details. 3. Assist with the pre-construction meeting. All applicable Stantec personnel will be present at the meeting. 4. Maintain communication as needed with all utility companies and address questions/concerns. 5. Review submittals and shop drawings as needed. Construction Phase Services 1. Coordinate with City Staff/Construction Manager on review and approval of submittals as Engineer of Record. Exhibit C SCOPE OF SERVICES Stantec Design with community in mind 820 February 3, 2022 Princeton Avenue Improvement Project MPK 21-03, HSIPL-5436(018) Proposal for Construction Administration Services Page 2 of 4 2. Coordinate with City Staff/Construction Manager on review and response to contractor RFI’s. Provide RFI support as needed in the form of written communication, preparation of exhibits or minor revisions to the project plans. 3. Review and advise City Staff on the merit with respect to the contract documents, accuracy and reasonableness of contractor change orders. 4. Attend and participate in up to 4 in person project coordination meetings with City Staff/Construction Manager. 5. Attend and participate in up to 2 utility service provider coordination field meetings. 6. Attend up 4 field meetings for purpose of resolving utility conflicts or other related issues. 7. Attend and participate in up to 2 meetings to aid in coordination with Caltrans for work occurring within Caltrans right-of-way. 8. Conduct up to 4 site visits to assess previously unknown field conditions, provide design interpretation and advise City Staff on potential solutions. 9. Respond to RFI’s and attend meetings relating to implementation of the Lead Compliance Plan prepared for the project (assume 16 hours of Principal Environmental Engineer). 10. Provide bi-weekly site visits to perform periodic construction observation. The purpose of the observation would be to assess if construction is progressing in accordance with the intent of the plans, provide input on progress to City Staff and to assist with preparation of Record Drawings. 11. Coordinate with and respond to questions from the project Qualified SWPPP Practitioner (QSP). Make minor revisions to SWPPP as needed. 12. Conduct field walk with City Staff/Construction Manager and assist with preparation of contractor punch list. 13. Conduct final walk through with City Staff/Construction Manager to confirm that punch list items are complete. Construction Close Out 1. At the conclusion of construction phase of the project Stantec will review the project with City Staff/Construction Manager to assist in their determination of final acceptance. 2. Utilizing the construction records compiled and maintained by the Construction Manager, prepare Record Drawings of the completed project. Landscape Consultant Services Provide construction administration services related to the project landscaping component (see attached for detailed scope of work). Design with community in mind 821 February 3, 2022 Princeton Avenue Improvement Project MPK 21-03, HSIPL-5436(018) Proposal for Construction Administration Services Page 3 of 4 PROPOSED FEE Our services will be performed on a “time and materials”, not to exceed basis, per the schedule below and shall be billed monthly at the rates then currently in effect. “Reimbursables” include reimbursable expenses such as mileage, photocopies, shipping/delivery, prints of maps and other documents Our charges will not exceed the fee estimate without the City’s prior authorization. Public Agency Fees are excluded (e.g. Caltrans, County of Ventura, Utilities, etc.) shall be the responsibility of the City. Task No. Task Fees 1 Pre-Construction Services $19,887.00 2 Construction Phase Services $160,720.00 3 Construction Close Out $20,700.00 4 Landscape Consultant Services (+10%) $7,128.00 5 Reimbursables $14,000.00 TOTAL $222,435.00 We have estimated the cost of our services based on our understanding at this time of the scope and complexity of the work. However, please note that during the performance of our services, the need for additional or expanded services may be determined. We will keep the City informed of our progress and shall require the City’s authorization for services that exceed the scope and/or fee estimate limits. Design with community in mind 822 February 3, 2022 Princeton Avenue Improvement Project MPK 21-03, HSIPL-5436(018) Proposal for Construction Administration Services Page 4 of 4 AUTHORIZATION Should you require additional information or wish to discuss this proposal further, please contact us. If the proposal is satisfactory, we understand that City Staff will provide a contract for our execution. Thank you for considering Stantec for this project. Regards, STANTEC CONSULTING SERVICES INC. Geremy Salts, RCE 60488 Principal Phone: 805 308-9159 geremy.salts@stantec.com Derek Rapp Principal Phone: 805 308-9166 derek.rapp@stantec.com cd \\us0342-ppfss01\workgroup\2064\active\2064018305\18305\project management\accounting\proposals\const_admin\2064018305_ca_svcs.docx Design with community in mind 823 18-020.02 Contract Princeton Avenue Page 2 of 6 CONTRACT FOR PROFESSIONAL SERVICES BETWEEN LANDSCAPE ARCHITECT AND OWNER PRINCETON AVENUE LANDSCAPE IMPROVEMENTS PRELIMINARY PROVISIONS Date This Agreement is made as of February 2, 2022, between the Client and the Landscape Architect for Landscape Architectural Services as provided herein. Client STANTEC CONSULTING SERVICES INC. NAME 200 EAST CARRILLO STREET, SUITE 101 / SANTA BARBARA CA 93101 ADDRESS / CITY / STATE / ZIP CITY OF MOORPARK PROJECT OWNER Landscape Architect PACIFIC COAST LAND DESIGN, INC. 461 EAST MAIN STREET, VENTURA, CA 93001 ADDRESS PHONE: (805) 644-9697 CONTACT INFORMATION Project Landscape architecture Construction Management Support for Princeton Avenue landscape improvements including responses to RFIs, Construction site visits/observations and preparation of record drawings (as-builts). Compensation Compensation for the Scope of Services to be performed under this Agreement shall be the stipulated sum of $6,480.00 plus Reimbursable Expenses. Pacific Coast Land Design . Inc. Landscape Architecture • Urban Design• Environmental Planning 461 East Main Street, Ventura, CA 93001 805.644.9697 www.pc-ld.com 824 JOB NAME: PRINCETON AVENUE DATE: 02/02/2022 Principal Proj Mgr Designer Admin Fee SUB-TASK TASK DESCRIPTION 175$ 150$ 110$ 75$ 1.1 1.1.1 Construction Site visits/observations (Assume 6 site visits)15 2,250.00$ 1.1.2 Provide construction administration services, including: Evaluations of work, interpretations of Contract Documents and RFI responses.2 16 2,750.00$ 1.2 1.2.1 Prepare Record Drawings- incorporate Contractor's As-built records (pdf and CAD files to City)4 8 1,480.00$ TASK 1: Total PCLD Hours 2 35 8 45 6,480.00$ Exhibit 'A' - Scope and Fee Table PCLD JOB: #18-020.02 Reimbursable Expenses: Reproduction of all documents and postage and shipping charges requested by the City in addition to those listed above shall be paid shall be paid for at cost plus 15% for handling. Construction Management: Construction management tasks listed above are estimated hourly services. All construction phase services provided will be billed at the regular office rates not to exceed the lump sum total listed for Task 1: Construction Management Support. Should additional construction administration hourly services be required, they will first be authorized by the City Representative. TASK 1: CONSTRUCTION MANAGEMENT SUPPORT CONSTRUCTION ADMINISTRATION RECORD DRAWINGS TASK 1: CONSTRUCTION MANAGEMENT SUPPORT 825 RESOLUTION NO. 2022-____ A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MOORPARK, CALIFORNIA, AMENDING THE FISCAL YEAR (FY) 2021/22 BUDGET TO FUND THE PRINCETON AVENUE IMPROVEMENT PROJECT WITH A TOTAL FY 2021/22 PROJECT BUDGET OF $18,304,969 WHEREAS, on June 16, 2021, the City Council adopted the Operating and Capital Improvement Budget for Fiscal Year (FY) 2021/22, which included $5,458,463.91 from Fund 2014 (Los Angeles Avenue Area of Contribution Fund) and included $1,287,244 from Fund 2409 (Federal & State Grants) for a total construction budget of $6,745,707.91; and WHEREAS, of the $6,745,707.91 project budget, $197,000 has been appropriated for temporary construction easements and peer review of plans, resulting in a remaining budget of $6,548,707.91; and WHEREAS, on December 1, 2021, the City published a Notice Inviting Sealed Bids for the Princeton Avenue Improvement Project; and WHEREAS, on January 14, 2022, the City received and opened six bids responding to the City’s Notice; and Security Paving Company, Inc is the lowest responsible bidder, with a bid of $14,161,334; and WHEREAS, the City Engineer recommends a 15% project contingency ($2,124,200) for the Project to account for unforeseen conditions, design conflicts, and final quantity adjustments, bringing the total construction contract value for the Princeton Avenue Improvement Project to $16,285,534; and WHEREAS, the City has received a proposal from Stantec Consulting Services, the Engineer of Record for the Princeton Avenue Improvement Project, for construction administration services for the Project for $222,435, increasing the total appropriation amount for the Project to $16,704,969 (also includes $197,000 already spent during FY 2021/22); and WHEREAS, the City estimates that construction management and inspection services will cost $1,600,000 for the Princeton Avenue Improvement Project and expects to award a contract within that amount at the March 2, 2022 City Council meeting, increasing the total appropriation amount for the Project to $18,304,969; and WHEREAS, the Princeton Avenue Improvement Project includes a water pipeline relocation for Ventura County Waterworks District No. 1, who has pledged $450,000 toward this portion of the Project; and WHEREAS, the City receives development fees for traffic mitigation and deposits it into Citywide Traffic Mitigation Fund (2002), and the City Council desires to ATTACHMENT 4 826 Resolution No. 2022-____ Page 2 appropriate $2,350,000.09 from the Fund toward the Princeton Avenue Improvement Project; and WHEREAS, the Los Angeles Avenue Medians Project (C0026) budget contained $1,945,000 for construction and $68,487 for professional services, the Project was cancelled by the City Council, and the City Council desires to reallocate this budget appropriation to the Princeton Avenue Improvement Project (totaling $2,013,487); and WHEREAS, the City has secured a $456,976 Highway Infrastructure Program (HIP) grant toward the Princeton Avenue Improvement Project; and WHEREAS, the City Council desires to allocate $600,000 from its FY 2022/23 Road Maintenance & Rehabilitation: Gas and Vehicle Tax funds (Fund 2416) toward the Princeton Avenue Improvement Project; and WHEREAS, the City Council desires to allocate $5,688,798 from its American Rescue Plan Act of 2021 (ARPA) Funds toward the Princeton Avenue Improvement Project; and WHEREAS, Exhibit “A” hereof describes the above budget amendments and its resultant impact to the budget line items needed to fund the Princeton Avenue Improvement Project. NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF MOORPARK DOES HEREBY RESOLVE AS FOLLOWS: SECTION 1. A budget amendment to establish a total FY 2021/22 project budget of $18,304,969 for the Princeton Avenue Improvement Project, as more particularly described in Exhibit A, attached hereto, is hereby approved. SECTION 2. The City Clerk shall certify to the adoption of this resolution and shall cause a certified resolution to be filed in the book of original resolutions. PASSED AND ADOPTED this 16th day of February 2022. ________________________________ Janice S. Parvin, Mayor ATTEST: ___________________________________ Ky Spangler, City Clerk Attachment: Exhibit A – Budget Amendment 827 FUND BALANCE ALLOCATION: Fund-Account Number Amount 2014-000-00000-33990 2,013,487.00$ Federal & State Grants 2409-000-00000-33990 456,976.00$ General Fund (VCWWD Water Line Relocation Reimbursement)1000-000-00000-33990 450,000.00$ Road Maintenance & Rehab: Gas & Vehicle Tax 2416-000-00000-33990 600,000.00$ Citywide Traffic Mitigation 2002-000-00000-33990 2,350,000.09$ 2800-000-00000-33990 5,688,798.00$ Total 11,559,261.09$ REVENUE BUDGET ALLOCATION: Account Number Current Budget Revision Amended Budget 1000-311-C0020-46250 -$ 450,000.00$ 450,000.00$ 2409-311-C0020-46530 1,287,244.00$ 456,976.00$ 1,744,220.00$ -$ -$ -$ -$ -$ -$ -$ -$ -$ Total 1,287,244.00$ 906,976.00$ 2,194,220.00$ EXPENDITURE APPROPRIATION: Account Number Current Budget Revision Amended Budget 2014-311-C0020-55200 197,000.00$ -$ 197,000.00$ 2014-311-C0020-55200 5,261,463.91$ 2,013,487.00$ 7,274,950.91$ 2409-311-C0020-55200 1,287,244.00$ 456,976.00$ 1,744,220.00$ 2416-311-C0020-55200 -$ 600,000.00$ 600,000.00$ 1000-311-C0020-55200 -$ 450,000.00$ 450,000.00$ 2002-311-C0020-55200 -$ 527,565.09$ 527,565.09$ 2002-311-C0020-55300 -$ 1,822,435.00$ 1,822,435.00$ 2800-311-C0020-55200 -$ 5,688,798.00$ 5,688,798.00$ Total 6,745,707.91$ 11,559,261.09$ 18,304,969.00$ Finance Approval: ___________ Fund Title Los Angeles Avenue A.O.C. - Princeton Avenue American Rescue Plan Act EXHIBIT A BUDGET AMENDMENT FOR PUBLIC WORKS DEPARTMENT FY 2021/22 MULTIPLE FUNDS PRINCETON AVENUE IMPROVEMENT PROJECT 828