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19-0716_C.S. LEGACY CONSTRUCTION, INC._F2a_Enclosure 1IMPROVEMENT FOR PLANS 7/16/2019 F2a Enclosure 1 VERDUGO STREET BEAUTIFICATION PROJECT (CIP 14106) CITY OF SAN JUAN CAPISTRANO UTILITY CONTACTS NOT[ CONTRACTOO SHALL NOTIFY THE FOl.LOWNG U]UTIES AT l£AST lw:l (2) WORKING DAYS PRIOO TO ANY EXCAVATION IN THE PUSUC RIGHT-OF-WAY: $QJJt1RN CAl!BfflA f.AS OOJPNfY 1919 STATE CG.1EG£ BOOLEVARID ANAl£JM. CA 92806 ATTIN: ANllR£W AWAY 714-=-JJ77 •m or c.iCJ•!IJ!a 3939 EAST CORONADO STREET ANAHEIM, CA 91607 A TIN: 808 flflSHER 714-616-9129 VERIZON 7410 CASCADE LANE Rl\IERSIOE. CA 91S09 ATIN: AllEN NAGEL 9S1 -202-606!1: SN! O!EOO CM & REC!!!IC COl!Pmy 662 CAMINO OE LOS MARES, D1421 SAN CLEMENlE, CA 91673 ATIN: STEVE CAMPBELL, 949-361-6060 COX '®yUNICATI<kiS 27121 TO'l!N CENlER DRIVE FOOTIHlll RANCH , CA 91610 ATTN: JAMES MCBRYDE 949-563-6645 SHI .I.IN! C61'!$IBNIO Ullll]l£~ OE'f'AAIUW! 31450 PASEO ADELANTO SAN JUAN CAPISTRANO, CA 91675 SEWER & WA lER INSPECTOR: MIKE SMITIH (949) 467-4311 SAN .lJNf C!PWfW!O P\DJC WORKS [JPA@r¥flf! moo PASEO ADELANTO SAN ./JAN CAPISTRANO, CA 91675 STORM DRAIN INSPECTIONS: JAMES PRATIHER, (949) 443-6354 BENCHMARK AND BASIS OF BEARING euDl..m. JU.-6-78 ONJlt( QL9!J!W-110 BOJ ~ ORANGE COUNTY SURVEYOR'S J J/4" ALUMINUM OlSK ~DESCRIBED BY ORANGE COUNlY SURVEYOR :ZOOJ-FOUND 3 l/4" OCS ALUMINUM BENCHMARK DISC STMIPED "Jll-6-78", SET IN THE SOUTHEASJERLY CORNER OF A 5 4 FT. BY B 5 Fl CONCRm C'.ATCH BASIN MONULtENT IS LOCATED IN THE NORTHEASTERLY CORNER OF THE INltRSECTION OF OEL OBISPO smm ANO PASEO TERRAZA. 86 FT EAST!RLY or THE CENTERltlE OF PA.SEO TERRAlA AND J6 FT NORTHERLY OF THE Cf.NTERLINE OF OEl OBISPO t.IONUMENT IS SET llm1'1111 ... ~ B6StS or B£M'l0 !HF' l!tWNC.S ~ HfRCOH ARE &\S£D OH THE BfARINC B£JWW4 0 CS-HORIZOHTAL Cotm«l.. STATION CPS HO 1608 NfD STATIOH CPS HO 7552. BONG N2l'OJ'07l PER RECORDS ON me IN THE omcc OF me OIWtC( COUKTY S\JIMYOR tMMl:UWQ!- COOROOA.1£5 SHOWN AR£ BA.SEO ON THE CAUFORNIA corn:IDINATE S'YSTEM (CCSHJ) ZONE VI, NAV088, (2017 SO EPOCH OCS GPS ADJUSTMENT) ALL DISTNl.CES HEREON ARE GROUND, UNl.fSS mHERWISE NOTED TO OBTAIN GRID DISTANCES MUlTIPLY GflOUND DISTANCES BY 0 99995818, WHICH IS THE PROJECT SPECIFIC COMBINATION FACTOR. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS CON1RACTOO AGREES THAT IN ACCORDANCE \\llH GfNERAll Y ACCEPTED CONS1RUCTION PRACTICES, CONSTRUCTION CONTRACTOO \\Ill BE REQUIRED TO ASSUME SOLE AND COMPlElE RESPONS181UTY FOO .al SITE CCl'llllTIONS DURING lHE COJRSE Cf CONSTRUCTICJ'l Cf MS PRQ..ECT, INaJ~NG SAFETY OF ALL PERSONS AND PRCl'ERTY; lHAT MS REQUIREllENT 9iAll IE MADE TO APPLY CONTit.\JOJSlY AND NOT 8[ UlllTED TO NORIMAL \\OOKING HCUlS; AND THAT THE CONSTRUCTION CONTRACTOO FURTIHER AGREES TO IJEFOO, INDO.INIFY AND HWJ TIHE OTY AND ENGINEER HARi.LESS FRa.4 ANY AND All Ui'BIUTY, REAL al ALLEGED. IN CONNECTICJ'l WlH THE PERFrnMANCE Cf v.ooK ON THIS PROJ::CT, EXCEPTING UABUTY ARISING FRo.I THE SOLE NEQJGENCE Cf THE QTY CR ENONEER THE EXISTENCE 00 APPROXIMATE LOCATIONS Cf UNDERGROJND UTILITIES 00 STRUCTURES SHO\\N ON lHESE PWIS \\£RE DETERMINED BY A SEAR(}j Cf AVAILABLE PUJUC RECOOOS TO lHE BEST Cf OUR KNOl'UDCl:, lHERE ARE NO EXSTING UNDERGROUND UTILITIES 00 STRUCTURES, EXCEPT AS SHO\\N Cl'l lHESE PLANS THE CONTRACTOO IS REOJIREO TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES 00 STRUCTURES SHO\\N ANO ANY OTHER UTILITIES al STRUCTURES NOT Cf RECORD al NOT SHO\\N ON THESE PWIS l!2Jll.!V 1!ll. 11110 f1 FG '\, (115.22) "' ~ ~ VERDUGO STREET PROJECT SITE VICINITY MAP NOT TO SCALE LEGEND AND ABBREVIATIONS PROPOSEO ElfVATIONS EXISTING a.EVA TIONS PROPOSED GRM>ENT £X>STING GRADIEHT EXISTING WATER LINE EXISTING FIRE WATER LINE EXISTING FIRE HYDRANT EXISTING GAS LINE -EXISTING a.EClRICAL LINE EXISTING SAttlTARY 50'l£R LINE ACP _____ ASBESTOS CONCRm PIPE B 0 P BOTIOM OF PIPE BW BACK OF StOEWALk Cf CURB FA.Cf CIP CASTIROffPIPE Cl CENTER LINE or DEEPENED FODrnc EXIST EXISTING FG ffiJSH CRAOE El£VAT10H Ft FLOW lJ!K EL£VATIOO f'5 FINISH SURFACE El..EVATIOH FW llRE WATER LINE GB GRADE BREAK HP HIGH POINT INV lNVERT ELEVATION JS ..UNCTION STRUCTURE PROP PROPOSED RO' RBNFORCEO CONCR£TE PIPE RW RIGHT-OF-WAY TC TCP OF C\JRB tr trP is roor..c 1'G TOP OF GRATE ___ ~_ .. _::_; __ _ D1Sl\NG AT&T TElfCOMMUNlCATlONS ~E EXISl\NG COX COMM\JNICAllOOS ~[ EXISTING STORM DRAIN T.OP TOP Of PIPE VC VERTICAL CURVE VCP 'v1TRIFIED CLAY PIPE EXISTING lREI UNDERGROUND SERVICE ALERT CALL 811 TOLL FREE TIIO~~~Y'CIU CXC <D 0 :;;: !!o .... § 5 SHtEJ DESIGN ATION CIVIL SHEETS SHEET C-1 SHEET C-2 SHEET INDEX DESCRIPION TITLE SHEET (LEGEND, ABBREVIATIONS, UTILITY CONTACTS AND SHEET INDEX) GENERAL NOTES . STORM DRAIN NOTES AND WATER NOTES SHEET NO SHT. 1 OF 28 SHT. 2 OF 28 SHEET C-3 TYPICAL STREET SECTIONS, CONSTRUCTION SHT. 3 OF 28 NOTES AND QUANTITIES SHEET C-4 SHEET C-5 SHEET C-6 SHEET C-7 SHEET C-6 ------DEMOLITION PLAN SHT. 4 OF 28 ------ENLARGED DETAILS FOR STREET IMPROVEMENTS SHT. 5 OF 28 ------PLAZA GRADING AND DRAINAGE PLAN SHT . 6 OF 28 STREET IMPROVEMENT PLAN SHT 7 OF 28 UTILITY PLAN -STORM DRAIN AND WATER SHT. 8 OF 28 SHEET C-9 SHEET C-1 O ------ LINE IMPROVEMENTS CONSTRUCTION DETAILS CONSTRUCTION DETAILS SHEET C-11 ------EROSION CONTROL PLAN I RAFF!C SHEETS SHEET T-1 SHEET T-2 ------SIGNING AND STRIPING PLAN TRAFFIC SIGNAL MODIFICATION PLAN LIGHTING &; E!.ECTBICAL SHEETS SHEET E-1 GENERAL NOTES, LEGEND, ABBREVIATIONS AND SHEET INDEX SHEET E -2 SCHEDULES SHEET E -3 LIGHTING PLAN SHEET E-4 DIAGRAMS AND DETAILS SHEET E -5 ENERGY CODE COMPLIANCE LANOSCApf ANQ !BRJGATION SHEEIS SHEET L-1 IRRIGATION PLAN SHEET L-2 IRRIGATION LEGEND AND NOTES SHEET L-3 IRRIGATION DETAILS SHEET L-4 IRRIGATION DETAILS SHEET L-5 IRRIGATION DETAILS SHEET L-6 PLANTING PLAN SHEET L-7 PLANTING ENLARGEMENT PLAN SHEET L-8 PLANTING DETAILS SHEET L-9 POT PEDESTAL DETAILS SHffT L-10 TRELLIS DETAILS SHT . 9 OF 28 SHT . 10 OF 28 SHT , 11 OF 28 SHT. 12 OF 28 SHT. 13 OF 26 SHT. 14 OF 28 SHT. 15 OF 28 SHT. 16 OF 28 SHT. 17 OF 28 SHT . 16 OF 28 SHT . 19 OF 28 SHT . 20 OF 28 SHT 21 OF 28 SHT . 22 OF 28 SHT . 23 OF 28 SHT . 24 OF 28 SHT 25 OF 28 SHT . 26 OF 28 SHT. 27 OF 28 SHT 28 OF 28 CITY OF SAN .JUAN CAPISTRANO z: 0 CJ) ~z uO i::- 0 CJ) > w 0::: ~ 0 z DEPARTMENT OF PUBLIC WORKS ENQINEERINB DIVISION VERDUGO STREET BEAUTIFICATION PROJECT (CIP 14108) PREPARED UNDER TIHE SUPERVSION OF: 115 ADAMS STREETER Cltll lotl••••• 16755 VON ICAAMAN AVENUE, SUITE 150 9494742330 I ~duru-rtreeter.a:im t_L·...::.... _____ _ TITLE SHEET ACCEPTED BY : ..47~ --?~11-,.::\ _;J™"'R""'E"'P"'AR"'co"'."'c"'ITY-ENGl=~NE.!-ER~.~RC~E~5C=l8~5-_:__ Dill ACCEPTll4CE AS TO CONFORMANCE WITH APPLICABLE CfTY STANDARDS ANO PRACTICES 0£S1GNEO : DRAWN: SHEET JO JO 7·11 -19 CHECKm DATE: C-1 KHOON Y TAN RCE C60131 EXP . 6-30-20 OATIE KT 7-11-19 SHT I Of 28 GENERAL NOTES : I AU. ¥mK 'YiCMN CH M3E R.ANS 9Wl. BE IN NX:OOOANCt: W.lH ll£ APPUoo..E :ICTICN Cf Tt£ STANJARD g>[(]flCAllet5 FCfl PlBJC Vim<S IXHSTR\JCllCW, lHE QTY Cf ~ JJAN CAPISTRANO'S STAtl)AR!l PLANS, N(l ~OC COJNlY RESCl.f!(B At() OEYtl..C1'1oENT !.OOACBENJ' IFARMNT (FaMRl..Y EMA) Sf.AllDN!D FUNS. '· .All. l'«R< 9Wl CXH'MM m M ST"lE ~CJ.I SAITlY atDERS. .l AU. 'Im< 9W1 COOFCBI ID M OlY Cf SAN JJ.'N CARSllt\00 LAN) ~ ~T COOE. '-NO ~ 9'iAU. ~ 'llllHllJT C8TNMNG A ~ PERI.IT Nf> M:llfY.NG 11€ (JUOH; llGEClCR ~~fl'l'<lKNHJ',..."5lli""°"eafi!JIJ;,...,,1BJ...,.,_.>-m..,.~Be!'Ol'<l...,.,...,"ill....,HH~l<- 6 ff COfTRACTCR SHHJ. t«'.lllrY D{ QTY ~ fBIECtaf AT (9+9) +Q-6154 AT t.fAST 24 t«l.RS PRIM lO STNUlt«i NlY CtJISTRUC](N. 7. PAW«; PER ~ ~ 9Wl t()T CXM£N:l: LNTl. Ml. l.NlRalO.J() 'MJl<, r ~Y. IS ca.A£TE. ALL unuTY ~ <XNECTIOIS 9iAl.l 9( EXJU.00) BEmll Tt£ RONYNAY RIQH-CJWAY. a EXCAVATI~ NU RE9.RFAONG Cf SlHEETS. 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II: FlAC£D WTH 24 tORi Af1ER Clll9 ~~VE fHH CCNSlHJCtED IH lt£ LOCAlKJfS g.ll¥fl CH ~ fVHS. 11 HJ.. CRADHG CHRA~ INO.J.Ot(j REWIEl ~ 9'W1 f£ ~ Nll INSTH.ilD ACCCRCIOO TO n£ RECXM.(}()ATKJ6 Nl1tlED .. M 9ll.S REPCll:T BY t.u:: CEOEONC.li., tlC.,DATEDAPRIL.~2019. 1l PA\e.ENT YH0-1 OC£S M'.JT J)IN OlHER PA\QENT a?: 81.JLT LP ACAINST CQKJ£TE OJReS Cft GJTIERS 9'Wl. HAVE: A 2~NOi X 6-INOi REDYiOCO 1£.AlD UTT IN FUCf. 14. ll£ FIN.A.I. SlRUCMAL SECTI~S ~All. F\JElJC S'JREETS 9-IAl.l BE OCl!fM}{D BY 5(J._ TESlS !UMTIEO TO TH£ OT't' (f' SAN J.JAN CAASTRAOO roo ilJlPROVAL., AflER CCJl\ETil'f.I Cf RO.JGi~NG. IS. STATICNt«; !HERS lD C91lERUt£ CF SMffi IN..ESS OMRYilSI: NOTED. 16. Tt£ OJSlINC[ N(J LOCATIC».I rs mt lfflROO(lff) UllJlES Cft S1RUCTl..IES 9tJW4 00 ll£5I: FUNS V(R£ OOTAINED av A 5I:AROi rs 1Ji£ AVMJl!il ~CTRD'i APPRCWM.. (J' lie£ fVHS 9Y '1t£ OlY a" SAN .UMI CN'ISlRANO lXB NOT CD61IlJlE A ~1'110i AS ID ACO.JftAC'I' M caA.E1DBS CF ll£ lOCAl1<Jf Cff n£ ~SIDICE Cft lrO---E»S?Da Cf Nff Ulil.IT't' APE <R SIRUCUR w~ n£ W.15 Cf IHS PRO.CCI M CO.JRAClt:R IS REQJRED TO rm: All. Cl( fftC\UlKWRY lENfS TO PROIECl ff UlUT't' I.KS NOT Cf llECMO Cff NOT~ (Jf n£'X: l\NfS. ff CXHTRACT'CR 9W.L IE ~ r~ \ffif"IV«I n£ ACillAI. LOCATICH NC El.fVATlrnS IN ff rnn 17 COITRAC'lm 9W1 IE~ F<R PRCMOt«I NfJ t.IAINTANNG WARW«; ~ ~ UGilS NlJ Fl..ACHN IN /oCXX'.RWICE WTH II< STATE CF f.AUFCBIA OEPM~T C£ TR~TATICN hWUAL CF lRAFFIC CCNJRa.S FIR COOSTmJCTIOO Nil ~NIDWU ~ 7fi£5" 18. Tt£ or-.£1..CffR/CXJflRACT~ 9Wl IE ~lltE FCR All SOL 00 IAAlmAl.5 lESlS. 19 All. FCRMS 9iA1.L 8£ l~CTED ~D N'PRCMD PRICR TO 'ff llO.RNC <:F carnm: TO ~ PRCPER 9.Cff Atll AOl:~ lD 9.JIL.DINGS. 20. INmESS ~D ECaSS TO EXISTING ESTAll.Jg.t,ENTS 9t1U BE KEPT CPrn 10 THE SATlg;AC11Cl-l Cf ll£ 01'1' E.NQfflR. 21 . t.OLMENTATKlt A~ W.0 CR OW.. ~IS REll.IR£D TO 9'T l£W MCN.llr.ENTAllCN 00/CR RE-C:STAllJ9i Alf( DALIMID Cft OCSIRO'® l.ICN.lt.ENTATI()-l ru!t.1C WOSR.IC1lON~VA1lON IN 11£ OTY Rlllff--<T-WAV. lo(HJ.Emii AM) caHR REcallS giAIJ_ IE SUMTIED JO ll£ OTY EMMERING ~ NC FUD WlH ltE <XlMlY 9JM"rtR IN a:M\IANCE WIH AB 1414 AH> SEC~ 8nl Cf 1l£ as£5S N<I> PftCfES9Q6 cmE. 22. REPIJHS (J' CX>l'ACUD4 WIHN ft( lRA\UID Wfi.Y CJ' All. StREITS 9W.l. IE 9.Q,llTIED TO, Nf) APPR<MD BY Tt£ OIY EJQ([R, PRIOO TO Pl.JDt«i N('( 11r.flRO'i[l,(NIS 21 ANY TRENOi QJlS O:CEEilt.iG s· IH D£FIH 3-Wl REQJRE A PERI.tr FRCN T>-£ OOFCJ!NIA STA"( ~I.Rn.ENT~ NXJSTRIAl wrn. 24. IT 9-Vrll II: T1£ CCNTRACTCR'S ~!illUTY TO PROTECT All. oomc SIG/5 Ylt£RE APPUCAlli 2S. cctflRACTCR SHALL NOTIFY QT'f ENQtflR (49J-1171), <::RMGE: ca.JNTV 9*RIFFS OCPARTJ.£NT (e.14-6005), AMJ OO>NCE crum ARE AU™<Jlll'r' (8J1-oan) AT l.fAST 72 HOJRS PRICR TO STREET QOSJRE 00 OCTOJR 26 \ffRE 00.Jl(J WMER IS ENOOJNTCRED MNG TRENOflNG m>/Cft £XCAVATI()I, A '-tNIJ.l..M Cf 1 FOOT C,f NO. 2 ROO< 9-IAl.l Bf. Pl.ACED EINEATH ~y PIPE TD THE: SATIS'ACTIC»-1 Cf THE OTY ENOtfiR 27 CDflRACltR SHALL ~oc A a.EAR lJUBSTR\.ClID W/.UMAY rm P£0CSlR!N<IS PAST ~ AREA(S) AT NO TNE 9iAU... ~'IRIANS BE Dl![CIED INTO A WtCUJ.R l..N£. ~ NO STAOM: CJ" <DSTIU:T~ (Q.JIPMENT 9tAl.l IE PERYTIID IN ff RIOfJ-<T-WAY. 29 A lRAfflC CDOR\'.L FVH 9iAll 8£. REWRED r~ All L.N£ amRS. SAID FVH 9iAll EE 9..QITl[D FCR Rev.cw AKI APPROVAL BY M TIWllC oo.'HR PRICR ID ANY CDfSIRl.CQCN M.~IN Tt£ RIGIT-Cf-WAY. Tt£ COST<J"~Pl.J.N59{AIJ. E(EmN[ BYMClJrURACT<R ~ etStil(.'9 fl!i"llld • JI AU. SIOCWALK, rum 00 OJID, Nil OOl\£WAY ~OAOi:S, 'MntN M. OlYS ~CliT-Cf-WAY, 9Wl. BE COISlRUCTED D\£R 6' Mltjt.lJM a.ASS I ACG!EGATE BA::E {3/4' IMXIMUl.4 AcrnEGAlE SIZE) 00 00, PER OT't' ST~ARO f'l..»IS. 32. All cmTRACTORS AND 9..B:CNTRACT(RS 9fAl.1 ID.IA...Y YilTH All SECflO'.lS Cf 11£ t.l.lt«lP~ COOE Cf THE Q'fY Cf WI JJ.m C.APISTROO, ESPEO.ct!.Y ~CTICN 6-.100'.B), (CJ, (D), AND (E), 00 9-IAl.l SI:a.JRE THE SER\11'.IS ~ lHE alYs EXWJSI\'£ SQJ) WASTE Hi\lliR rm OOR g)JO WASTE tWalNG NfEDS. ll loWNT~ ll£ g'l'E IN A 'E-IXMN' c:ttOTill'-l TO ll£ r£CHE IE~Y TO ~T EXa:SSI\£ llJST. ~OO!CAU.Y RO.O.'E ~ ffiCM TIE FUIJC IW1T-<J'-WAY BY S'llEIPING CR ~NC. tO\E\tR, WAlUN:> TltAT RESA..15 IN W) QI PWJC ~ IS NOT PERt.ITlm AS A 9..BSnrutr FOO Oll£Ji ru:NtNG lEltiCDS. 34. All f£CXM.e/DA1a.6 Cf THE CJ:OlEOHCAL lti\ESllGAiKlf BY t&IG ({OJIDNrJl, l>C, 9W1 oc ctH9!DCD A PNn a QfS l\JN, Nil 9tAU. EE OOl'UED Witt. JS. NO Yl(ff( gW,L II: DCN: ~ Arut.CDIT PRCffRTIES CR IDJAC.EMT WO.'S tLflRCMl,ENTS ClJTSlOC Cf M PERsrnsED TEW'OONN CCHSTIM:TIQll E>IDEHTS (XI'S) WlHWT CBT..WNG l'RTTEN ~ FRt'.M n£ CWiNER Cf TJ£ Jll..W:INT PRCffRTIES, AKI !lllMTI1NG A NOTARIZED Ct:J>V 11-£RECf ID 1l£ QTY OGtfiJaNG lllASICIN J6 ~A PERIATFRCM KOOt.nRlt«imtm~ruLDNG OMSICff, 00/CR~~O'ltOI Cn'REQUTCRY Dl'wlSICWS{tUAATMENTS IS NOT REQJIRED. HO't\£\ffi. PERIAlS FRCM OTHER O.H9DE-ffi-AfINO£S WIH REw...ATCR'r' RE9>1)68tJTIES fCR CCNSTRUC1100 AC11'w1TIES ASSOOAlID 'MTH ~ Vt(RK AUlHCRIZED ~ lHS PLAN MAY STILL NlPLY. 'Sf. ER09CN ~ SEDMNT toolRO. ~AU. BE PUa!NH TO EEST MANAOO.OIT PRACTICES AND SliALL IE INSTAUED 00 MAJNTAINED BY D:}.llRACTOl CURING ENTIRE CCtlSTRUCTICN PERIOO J8. PER QTY OOJNOL PWC:V 505. N011 Tl '-£ COOSlRUCllON \..mK. 'lilU. BE ~CJ.NE) CJ.I t£AW..Y lRA\{Lffi S1REE1'3 (IN N<H--RESllDtTIAL NEICH!CRHCXX)S) REFER TO FQJCY F~ AITTCIW STll<m J9. tl.AKMl.IENT >HJjal. CDt'SIRIX~ <i:" Bl<E 1RM..S 9YU eE PCR Ort SJo¥11W1 I«>. 345. ADDITIONAL GENERAL NOTES: t THE CONffiACTOR Will MAINTAIN CONSffiUCTION SITES IN SUCH A CONDITION THAT AN ANTICf'AIED STORM 'Mll NOT CARRY WASTES OR POllUTANTS OFF SITE, THE CONTRACTOR 'MLL .mow DISCttARGES OF MA TERI AL OTHER THAN STORM WA TtR DNL y WHEN NECESSARY FOR PERFORMANCE AND COMPLETION or CDNSffiUCTION PRACTICE:S ANO WHERE 'THEY DO NOT CAUSE OR CONTRIBUTE TO A VIOLAQON OF ANY WATER OUAUTY STANDARD, CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION OR NUISANCE, OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL RECAJl..ATIONS 40 era PARTS 11 7 AND JD2, POTENTIAL POLLUTANTS INCLUOE BUT NOT LIMITED TD: souo DR UOUID CHEMICAL SPILLS, WASTES AND SOLVENTS: ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRA.GMENTS; FUELS, OILS, WBRICANTS, AND HYDRAW C RADIATOR OR BAnERV flUIDS; FERTIU21RS. VE ftQ£/(QJlfVENT WASH 'l'A'TEJI: AND COtial[l[ WASH WATER; CONCRETE, O(lUC[NT OR FlOATABLE WASTES; WASTE FROM ANY ENGNE/EOOIPME:NT SITAM CU:.W.'«: OR OiblCAL ~~ AND su>£1M;H.~NATED PofA8.£ WATER ~E flUSH WGS . u.~ CO NSTRU CTI ON THE CONTRACTOR \\Ill DI SPOSE or SUCH MATERIALS IN A SPEQF£D AHO COHTR<ll.l.£0 IDIPORARY AREA ON-SITE. PH'fSICALLY SCP ARATEO FROM POTENTIAL STOOM WATER RUN-aT, Wnt ULTilrolAt( OiSPOSAl IN ACCOROAHCE. 'MlH LOCAL. STAT£ 00 FEDERAL REOOIRtMEtns. 2., DEW ATERING Of CONTAMINATED CROU NOWATER, OR DISCHARGNG CONTAMINATED SOlLS WA SUflfACE EROSION' IS PROHI BITED D£WAT£Jl tfG OF NON-CONTAloONATED GROUNDWATER REQUI RES A NATIONAL POlLUTANT OISCH AflGE EUllllNATION ~YSTtl.I PUWJT FROM lHE RESPECTIVE STATE REGI ONAL WATER OOAUTY CONTROL BONID J HIGH WINDS: lHE CONTRACTOR WILL STOP GRADING AND EXCAVATION DURING PERIODS OF HIGH 'MNDS. ACCGJOW!i TD AQMD MEASURE F-~. lfl>t ~Mi ~"'O "51 JO Wftt OR GREATER THIS LEVEL OCCURES ONLY UNDER UNUSUALLY EXTREME ClltdJHX.'M. Wo1 AS SAAf.A Nl>. 'lt.t\D ?l..AN' SHALL 0E RE'.OUIR(D FOR ALL LANE CLOSURES SAID PLAN SHALL BE SUBMITTEO FOR REVIEW AND APPROVAL av THE TRAFFIC £.IQ~ PRIOR TO ISSUANCE OF AN ENCROACHMENT PERMIT FOR WORK IN 'THE RICHT-OF-WAY- UNDERGROUND SERVICE ALERT CALL 811 TOLL FREE 'rltO "~i: ~YS eQ"01:t. 'fOlll CIC STORM DRAIN NOTES: 1, All~ 9-lOYiN CN MSI: PLANS 9'-!ALL BE IN AcccmANa: WlH H APf'l.JCA£li RTICN Cf ff STANDARD g:>(QFICATIM fffi PUllC l'llJlKS ~lRUCnCN. lHE QTY Cf~ J.JAN CAPISTRANO'S STAMlARO PLANS. OOANC£ COJNTY PUEl.JC YlmKS (FCRMERLY R&D),(l) STANDARD Pl.ANS, AND NIWA STANOARD FlANS, All LATEST EDITICNS. 2. All Y.a1K 9-iAU. 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OOTAIN WATER ~Cf AFR.CAD FCRl.4 FRCM 1l£ QTY UTIUTIES £N0t£ERlt«; TO CX),fl£l[ 00 SJBl,IT TO lK UTUTES DEPARMNT ~ PROCESS TO~ UP A O.JSTCJ.IER SER\4CE ACCQJNl Al() ENTtR THE BAOOL<m P1£1,£Nl[R OE'AOC IN TO THE: UTILITIES WATrR QJAUTY BAOOLOW PRCrnAM FOO: REWIRED mt/Al BAO<FLON 1EST REJ>CMT rROrd M ACCD..NT ~ CITY OF SAN JUAN CAPISTRANO DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION VERDUGO STREET BEAUTIFICATION PROJECT (CIP 14106) GENERAL NOTES, STORM DRAIN NOTES, ~ ~ l-----=-=----=--A_N_D_W_A_T.-E_R_N_O_T_E_S ______ -1 °' Q PREPARED UNDER THE SUPERVISION, QF' ACCEPlED 8Yo I~~ 115 ~ ' ~~ W ADAMS STREETER " c wui ; 0:::: Chi I.......... • US' 6-J0-10 • 1 ~!~~~~~3~3~~\{A ~!N~~e;1~~1o!n~ '%1. :"" ~ ~~~~~f~~FZ; ~g'°c ~~~EJ:Nc~~l~JBS /~ ~/>P,,,,,PU~~~B~LE~CITY~S-TANO~Ar.RO~S~AN=--o-•_~_c_1~_E_s~..--===.--i / / OESICFrnJ: I DRi'IDI: I Sfi'ErT -c./-~"-·-"'---~-~~~~~~~~:::..'.!~""",---JO~--r.o=-~~-JO ---!I C-2 7-u-r9 CHECKIOo I 0A1Eo KHOON V .. TAN RCE C60131 EXP . 6-30-20 OATE KT 7-11 ·19 SHT , 2 Of 28 PLOT DATE:. 7-n-19 DEMOLITION NOTES AND QUANTITIES: NO OESCRIPTfON OUANTrTY OJ SAWCUT, REMOVE AND DISPOSE OF EXIST ±6M AC PAVEMENT ANO UNDERLYING ±7" AB MATERIAL IN VERDUGO STREET. 6,007 SF ill ~WCUT'. REMOVE AND OJSPOS( Of EXIST ± J" AC PAV£MENT AND UNDERlYING ± 6° CONCRffi PAVEMENT IN CAMINO CAPISTRAOO . 1,685 SF (l] CRl"...0 AND DISPOSE OF EXIST +/-3" THICK AC PAVEMENT ONLY IN CAMINO CAPISTRANO PER DETAIL ON SHEET C-9 77 SF [I] ~~:M~ ~A.~~ ~ +/-Y THICK AC PAVEMENT AND UNDERLYING +/-6" THICK CONCRffi PAVEMENT IN CAMINO 462 Sf [[) COLO Mill EXIST AC PAVEMENT TO A MINIMUM DEPTH OF 2 INCHES , 6,039 SF (]] REMOVE AND DISPOSE OF DCIST CONCRETE CURB RAMP 437 SF [I] REMOVE ANO DISPOSE OF EXIST CONCRETE SIDEWALK 2,948 SF (fil REMOVE: AND DISPOSE: OF EXIST STAMPED CONCRETE PAVEWENT. 2,770 SF ~ Rt\lll\IE AND DISPOSE OF EXIST CONC ORNEWAY APPROACH , 340 SF [iQ] ~Etr.40VE AND DISPOSE OF EXIST CONCRETE CROSS GUlTER 530 Sf [!}] A£\l(Nt ANO OfSPOSE OF EXIST CONC PAVER'S, 1,615 SF {!fil REMOVE AND SALVAGE EXIST CONC PAVERS FOR REUSE WITH NEW STREET IMPROVEMENTS ALONG EAST SIDE OF CAMINO CAPISTRANO 1515 SF {1] REMOVE AND DISPOSE OF EXIST CONCRETE CATCH BASIN A.ND LOCAL DEPRESSION SEE SHEET C-8 FOR NEW STORM DRAIN IMPROVEMENTS. 2 EA ~ REMOVE ANO DISPOSE OF EXtsT CONCRETE CURB , J5 1§1 REMOVE AND DISPOSE OF ElCIST CONCRETE CURB &: GUTTER 662 lffi ltt\IO'Vt EXIST TREE. 4 EA ITZJ REMOVE AND OISPOSE OF EXIST BOLLARD . 5 EA @ S/i:WWT, REMOVE ANO [)ISPOSE OF ElCIST CONCRETE PAVEl.4ENT. 277 SF 12}) REMOVE EXIST RRE HYDRANT, LATERAL ANO CATE VALVE CAP EXIST lAT£RAL AT W.IN LINE CONNECTION I LS ~ REMOVE ElC.IST 6" STORM DRAIN LINE. 26 lf @2] RE>AOVE ElC.IST 12" ACP STORM DRAIN LINE, 55 LF ~ REMOVE EXIST 18" RCP STORM ORA!N LINE . 37 Lf STREET IMPROVEMENTS CONSTRUCTION NOTES AND QUANTITIES: NO . DESCRIPTION QUANTITY @ OOJ-:SSRUC'f 4" CONCRETE ROLLED CURB & GUTIER PER DETAIL ON SHEET C-9. 6 LF @ cousrRUCT 6~ CONCRETE ROlLED CURB &: GUTIIR PER DETAIL ON SHEET C-9 396 Lf @ COHSTRUCT 6" CONCRETE STD CURS &: GUITER TYPE C-6 PER CITY OF SAN JUAN CAPISTRANO STD Pl.AN NO JOI J6 LF @ CONSTRUCT 8" CONCRETE STD CURB & GUTTER TYPE C-8 PER CITY OF SAN JUAN CAPISTRANO STD PLAN NO . 301 ~ 10 LF @ CONSTRUCT VARIABLE tfEIGHT CONCRETE STD CURB & GUTIER PER DETAIL ON SHEET C-9. 143 Lf @ CGNSf'RUCT 4" fO 6" CONCRETE ROLLED CURB TRANSITION . 14 LF @ CONSTRUCT 6" CONCRETE ROLLED CURO &: CUTIER TO 6. CONCRETE STD CURB &: GUTTER TRANSITION PER DETAIL ON SHEET C-9 20 LF @ COUStRtJC!t t.o· WIDE CONCRETE CURB BAND OVER O.J5' AB FOR VERDUCO STREET PER DCTAIL ON SHECT C-9 464 Lf @ CONSTRUCT 1 O' WIDE CONCRETE CURB BAND OVER 0 ]5' AB FOR CAMINO CAPISTRANO PER DETAIL ON SHEET C-9. 86 LF @ CCUSt8UCT CURB RAMP PER SHEET C-5 9 EA @ CONSTRUCT t.40DIFIED LOCAL DEPRESSION CASE E PER SPPwC JI J-J ANO DETAIL ON SHEU C-5 I EA @ CONSTRUCT MODIFIED LOCAL DEPRESSION CASE F PER SPPWC 313-3 ANO DETAIL ON SHEET C-5. 2 EA ® CONSTRUCT 0 40' TI-!ICK AC PAVEMENT PER SOILS ENGIN EER'S RECOMMENDATIONS. 17 TONS ® CONSTRUCT MODIFIED CONCRETE CROSS currrn PER CITY OF SAN JUAN CAPISTRANO STO PLAN NO JCS ANO DETAIL ON SHEET C-5. 46 SF @ CO:NSlRUCl l ]6"X48" DETECTABLE WARNINC SURFACE FOR CURB RAMP PER DETAIL ON SHECT C-9 9 EA ® co~ rREE WELL PER LANDSCAPE ARCHITECT'S 0£TAILS.. TREE WELL TO ABUT BACK OF ROLLED CURB. 10 EA @ =~l~T ~~ ~EOESTAL PER lANOSCAPE AROtllE'Cf1i OCfAAS.. CENTER OF LIGHT STO &: PEDESTAL TO BE LOCATED 1)' 6 EA ® CONSTRUCT POT PEDESTAL PER LANDSCAPE ARCHITECT'S DETAILS. CENT£R OF PEDESTAL TO BE LOCATED 2.5' BEHIND BACK OF ROLLED CURB 2 EA @ CONSTRUCT ruLL OCPTH AC PAVEl.4ENT PER DETAIL ON SHEET C-9 76J sr @ CONSTRUCT 2" MINIMUM THICK AC PAVEMENT OVERLAY 6,0J8 SF @ :~~TA 11~1=~ oh:~f~.ER e· PCC , .... Y[U£UT PER SOILS El:.QS(~1P~ RtCOV\t{t.'OATIOtlS PA'/EUEHT SECTION TO MATCH EXISTING 544 SF @ CONSTRUCT AC PAVEMENT J~N PER OCTAIL ON SHEET C-9 87 SF 1,416 Sf @ COtr.iTINCl 0,75' THICK COLORED CONCRETE PAVEMENT OVER 0.JS' AB FOR CAMINO CAPISTRANO CROSSWALK PER DETAIL ON SHEET C-9_ 42S SF @ lr41'.ill STREET CONCRETE PAYERS (VEHICULAR TRAf'FIC-PAVE:R 8) PER SOILS ENGINEER'S RECOl.4MENOATIONS ANO Of.:TAIL ON SHEET C-9. 1,658 SF @ ~~~AU. SIOEWALK CONCRETE PAVERS (PEOCS~I nw1lC....P~'t(R TYPE A) PER SOILS tN;:rnwrs flCCOVUO.IOATlCMl'S ANO DETAIL ON SHEET 10,709 SF @ ADJUST EXIST STORM ORAIN MANHOU TO NEW FlNISH SURf'ACE GRADE 2 EA @ MM.m EXIST WATER VALVE TO NEW f'INISH SURFACE CRACE. 7 EA @ ADJUST EXIST ELECTRICAL PULL BOX TO Nr'H FlNISH SURFACE GRAnE 7 EA @ MJtlST EXIST TRAFFlC CONTROL PULL 80X TO N£W FINISH SURfACE CRAOE. 7 EA ® Jil)JUST EXIST TELECOMMUNICATIONS PULL BOX TO NEW FINISH SURFACE CR.A.OE . I EA ® AO.JUST ElC.IST SEWER CLfANOUT TO NEW FINISH SURFACE CRAVE 5 EA 6 EA ® 11'45lM.L PLAZA AREA CONCRETE PAVERS (PEDESTRIAN &. EVA-PAVER B) PER SOILS ENGINEER'S RECOMMENDATIONS ANO DCTAIL ON SHEET C-9, 2,790 SF ® ~~-0 ,7' THICK C'QlrWCRET! PA\'Olfr4l (STD GRAY COLOR) OVER 0 ~· AB P£R S0Jt..S (.\"QflftR'S RECOMMENDATIONS ANO DETAIL ON 303 SF f-®-~·~~~----~•'llK<'IOH---1-..... '5--I- @ ® cot.ismucr 1 40' THICK ACCREGATE BASE PER SOILS ENGINEER'S RECOMMENOATIONS _ COf5HIUCl J.6"':(60• 0CTtiC1A8f..t WARNING TILE PER SOUTHERN C"-EOAU{.t. REGIONAL RAIL AUTHORITY (SCRRA) STD 3203 \'(o\RtM.IO fll[ TO BE COUfBED ~ txl$11NC Co\TL 29 CY I EA I I 40.0' I ~ I I s.o· I I I 1.0' 4.0' 0 I ~1 ! I TOP IE MB llCI 1---1'1+----~1 ~: ~ g/ r smm CrnTER L•E (CL) CU'IAl!CM PDI PW! \ a ~ -f ~ 1£""190LWAU< a b ., "'°' « •AUi. (itll) ~I ~I PllOl!CI Ill l'U4 fLOW LINE (11.) ! ~ al C\!VATlOlt POI smW4'\_ ~: I -!/£<ST CONCllElE CURB. CIJITTR -"" ll£VA IDl~PWI !!: I ~u ON SHEET c-• '\.: _____ 1_ ___ _ -------PROT£CTIN PLACE Ai'> I ~ v 11 ~E~'~""::"'~''.::e':/"1/=:::::'·0l~llAX::~=~I~---------~--------1 '---;-... v L ---- 1 ··..,.;. 'v •, ... ? il••···l l ~ 1"'~~·.·1.J.~· .. -,. ·~: ~1';:~"5--~r,Jir:~:.-);J: ~':rrt .,..~.~ .. _,.-... ~~.:.~ ~/. ~-"";r,.•.r. -~::r··'f !''·\· ·. . EXTEND SIDEWALK TO Dl!ilJ 5.5' • _ • o.;-. • -" ' • -~ • :1-... --~· BLllLOINC OR BREEZEWAY \ \_EXIST t6" TlilCIC AC PAVHIENT AS NOTED ON PLANS \..cos1 t7" AB MATERIAL VERDUGO STREET ·TYPICAL STREET SECTION 0':,\i~ ~~ i~~:~,~~~~'"6~~~.~:0~6'tc~#~~ g~~~ci:'.'~~':.~'o PURPOSES FROM STATION 3+17.18 TO STATION 3+71.64 HOT TO SCALE 400" I 20 O' 20.0' I I 1 o· 13.0' I t5 ,o' s.o· I &.o' VERDUGO STREET • TYPICAL STREET SECTION FROM STATION 4+37.77 TO STATION 5+42.22 0 DOC\1tS AN EXISTING EASEl.IENT TO lliE CITY Of' SAN JJAN CAPISTRANO FOR ROAO PURPOSES i:t£c()AO(G AS INSTRUl.IENT NO. 86-J89240, 0 R, COUNTY Of' ORANGE, CALIFORNIA . 220' 155' CAMINO CAPISTRANO • TYPICAL STREET SECTION (EAST SIDE) FROM STATION 9+54.61 TO STATION 10+34.57 NOT TO SCALE NOT TO SCALE EROSION CONTROL CONSTRUCTION NOTES AND QUANTITIES : NO . DESCRIPTION INSTALL SINGLE ROW OF GRAVEL BAGS, ONE SAG HIGH (SE-6) INSTALL GRAVEL BAG VELOCITY REDUCER PER DETAIL ON SHEET C-9 (SE-6) IH'S1AU, TEMPORARY DRAINAGE INLET FOR CATCH BASIN PER DETAIL ON SHEET C-9 (SE-10), JNStAU. suauzco CQ.l.ISTRUCTION ENTRANCE/EXIT PER CALIFORNIA BMP HANDBOOK TC-1 ANO DETAIL ON SHEET C-9 FlNAL LOCATION TO BE 0.ETERMlNEO DURING CONSTRUCTION. Y[)tQ.t ANO EQU IPMENT CLEANING (NS-8) CONCRETE WASH MANAGEMENT (WM-8). QUANTITY 285 Lf' U EA EA I EA I EA I EA WATER LINE IMPROVEMENTS CONSTRUCTION NOTES AND QUANTITIES: NO DESCRIPTION QUANTnY @ SAWCUT. REMO\/( ANO REPlACE EXIST AC PAVEMENT IN KIND PER CITY Of SAN JUAN CAPISTRANO STD Pl.AN NO. 700. 7J Sf ® ~i:SL~~o c~~~T£RB~"';A~~~E L7t:~ ~~~~~iy S~C~Fl~T~~~~L PER CITY OF SAN JUAN CAPISTRANO STD No!! W-7 AND W-8, CONNECT I £A 4 EA @ RELOCATE EXISTING WATER METER PER CllY OF SAN JUAN CAPISTRANO STD NO . W-2 . STREET IMPROVEMENTS CONSTRUCTION NOTES (CONTINUED): ® INSTALL 5• GATE VALVE PER CITY OF SAN JUAN CAPISTRANO STD SPECIFICATIONS AND SlO PLAN NO _ W-IJ, NO DESCRIPTION QUANTITY @ PMHT 4• SOLID YELLOW STRIPE WITtf BLACK STENCILING PER SOUTHERN CALIFORNIA REGIOl'JAL RAIL AUTHORITY (SCRRA) SlO J20J I LS @ CONSTRUCT ClOCK FOOTING PER OETM.. ON SHEET C-6 CONTRACTOR TO VERIFY roOTING OIMENSIOHS PRIOR TO CONSTRUCTION I LS STORM DRAIN IMPROVEMENTS CONSTRUCTION NOTES AND QUANTITIES: NO. @ @ @ DESCRIPTION lhSlNJ. 4" PVC SCH 40 COLLECTOR DRAIN PIPE llnfll rwP( I TRENCHING ANO BEDDING PER CITY OF SAN JUAN CAPISTRANO STO PL.AN NO Bo<. ltiSJM.t. 1r PVC SCH 40 COll!ClOR ORAlll PiP( WTTH IYPi: I IMHC:HiNC AHO DED!JO'(; POI crrr or ·SAH AJNt CAPtSIJtANO 5Tl> Pl.JJI NO.. "°'· INSTALL COLLECTOR DRAIN CLEANOUT PER OETAIL ON SH£ET C-9, 9il'Sl.AU 1rx_4M PVC SCH 40 REDUCER . l•STAU. 4" PVC SCH 40 PLANTER POT DRAIN PIPE STUB WfTH TYP£ 1 TRENCHING AND BEDDING PER CITY OF SAN JUAN CAPISTRANO STO Pt.All NO.. 604 SEE LANOSCAP( PlANS FOR POT DRAIN CONNECTION REMOVE EXISTING CURB DRAIN f'OR DOWNSPOUT CONNECTION.. INSTALL DOWNSPOUT CONNECTION TO COLLECTOR DRAIN PER DETAIL ON SHEET C-9, C0t IQ:f PROPOSED COt.LECTOR DRAIN PIPE TO EXISTING JUNCTION STRUCTURE PER OfTAll ON SHEET C-9. COto'.ST;;ruc:t CURS OPENING CATCH BASIN PER SPPWC STD PLAN JOO-J. STENCILING PER ClfY OF SAN JUAN CAPISTRANO STANDARDS COHS1fn£J CURB OPDmfC Ct.rat ~ WITH GRATING PER SPPWC sro Pi.J,.~ )0)-)_ 'Sl'WCtltlti PER CITY OF SAN JUAN C>PfSTtW;() SIA11Qo\Ril5. '11SIM..l HIO-ClEAN MWS-L-4-e-:r-u.5--V-UG STORMWATER BIOFILTRATION SYSTEM PER DETAILS ON SHEET C-IO 'NSTALL OVERT OVT-10-8 MODULAR TROUGH DIVERSION SYSlEM FOR CATCH BASIN #2 PER DETAIL ON SHEET C-10, INSTALL fl" P'VC SCH 40 COl..LtCIOR DRAIN PIPE WITH TYPE 1 lRENCHING AND 8EODll~ P(Jl CITY OF SAN JU.AN CAPISTRANO STD PLAN NO BO< tHSIAU. 19• RCP STORM DRAIN (0 LOAD PER PlA~l 'A'tDi NP( 1 f~.C, ANO BEDOINC PER CrIY Of' SA.N Jt,Wl (;AllJSlP.AHQ STD PlAN uo. 804 , l~r USED (OIN(JIJ EXIST CATO~ BASIN TO STORM CRAIN \IA.'fflOlt. R£\1(71[ (»SJ TOP A.NO CONSTRUCT NEW TOP PDt PROn..l' OU 5H({T C-B ANO SPP'NC J21-2 QUANTITY 116 LF JJ9 LF 4 EA I EA 109 Lf 12 EA 12 EA < EA I EA 2 EA I EA 7 LF 26LF 68 LF I LS I EA @ APPLY NON-SKID PAINT TO EXISTING VAULT COVER I LS z UNDERGROUND SERVICE ALERT CALL 811 TOLL FREE n.o •~NO OA'IS IO'ott lOU OC. CITY OF SAN JUAN CAPISTRANO DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION VERDUGO STREET BEAUTIFICATION PROJECT (CIP 14106) TYPICAL STREET SECTIONS, g U1 CONSTRUCTION NOTES AND QUANTITIES ~ :Z:t--------~~------.-----------------~ e ~ PREPARED irsE SUPERVISION Qo;~ .. ACCEPTED BY: W ADAMS STREETER -'' c 60il1 ~ 0:::: Clwll htlR .. 11 • EXP 6-.l0 -20 it i;~;s4~~~JK~~\JA~~~~~:~;t~~TZo~0 ?. :n-~@ ~~~f~t~CZ; ¥g"c6~~bNR~:Nc~c~IT5~385 /? ~Af'"""PL~ICA~B~L-E_CITY_9_AN_OARO""S"""AN~O-P_AA_c_n_cE_s_.,-...,,,.,,,,,,,..-~ / / DESIGNED: I DRAWN: I SHITT '-z!-"'----1-1 1-19 i-.,,,Cff"'E"'cKEO=,--J_o __ + jo'"'A""TE-: ___ J_o--ij C-3 KHOON Y. TAN RCE C501Jl ElC.P. 6-J0-20 DATE KT 7-11-19 SHL J OF 28 PLOT DATE: 7·n-1a -----------norte r 'Disr WAA!l'IC 9Gl<S PROm:l ex.st W:C PAl{llOIJ UNDERGROUND SERVICE ALERT CALL 811 TOLL FREE TWO WORl<INC 0,f,Y'S BEFORE YOU OIC I EXIST FIRE DEPT OE:J[CI JO!f Cff(Q( AHO CONNECTION EXIST NO PARKING SIGN TO BE ____ ..,._., RELOCA TEO PER SIGN ACE PLAN CXISI CAn::tt BASJt.l TO BE ~ ... unm 10 A SIOllY, ®'I MANHOLE, SEE S>tErr e-a tCfl lllal!<mucllCI!< I EXIST PARKING STRUCTURE EXIST BUILDING DEMOLITION NOTES: EXIST STREET LICHT TO BE RE~OVED PER STREET LIGHT PLAN EXIST BUILDING CD SAwcur. REMOVE ANO DISPOSE or rx1sr ±6. Ac PAVEMENT AND uNDERrnNc ±r AB MATERIAL 1N vrnouco STREET [I) SAWCUT, REMOVE AND DISPOSE OF EXIST ± Y AC PAVEMENT AND UNDERLYING ± 6~ CONCRETE PAVEMENT IN CAMINO CAPISTRANO Q] GRIND AND DISPOSE OF EXIST +/-J" THICK AC PAVEMENT ONL'f IN CAMINO CAPISTRANO PER DETAIL ON SHEET C-9 PROTECT EXIST TRAFflC Slf.NAL CABINET ANO TRAffiC SICNAL BOXES EXIST TRAffiC SIGNAL ANO APPURTENANCES SEE TRAFTIC SIGNAL PLAN FOR REl.IOVALS AND R£lOCAllONS ~T llWTIC 9QW.S ANO APPURrtN"NCES SU Ill~ SICllAl l'l>JI fOI !l(MOYAJ.5 AND REl.OC\JIOYS m ~r:~A~~~;:& ~~?SE Of EXIST +/-3" THICK AC PAVEMENT AND UNDERLYING +/-6• lHICI<' CONCRffi PAV£M€Nf IN CAMINO CAPISTRANO [[] COLD MILL EXIST AC PAVEMENT TO A MINIMUl.1 DEPTH OF 2 INCHES JI] REl,',Q\/E ANO DISPOSE OF EXIST CONCRE.lE CURB RAMP [I) REMOVE ANO DISPOSE Of EXIST CONCRETE SIDEWALK, [[] REMOVE ANO DISPOSE OF EXIST STAMPED CONCRCTE PAVEMENT @) REMOVE AND DISPOSE OF EXIST CONC OR1V£WAY APPROACH (IQ] REMOVE ANO DISPOSE OF EXIST CONCRElE CROSS GUTTER [DJ REMOVE AND DISPOSE OF EXIST CONC PA\/ERS . ~ REMOVE AND SALVAGE EXIST COHC PAV£RS fOR R£USE WITH NEW STREET IMPROV£MENTS ALOHG EAST SIDE OF CAMINO CAPISTRANO. ~ REMOVE ANO DISPOSE OF EXIST CONCRETE CATCH BASIN ANO LOCAL DEPRESSION SEE SHEET c-a FOR NEW STORM DRNN IMPROVEMENTS. II±] REMOVE ANO DISPOSE OF EXIST CONCRETE CURB. ~ REMOVE ANO DISPOSE OF EXIST CONCRETE CURB & GUTIER D] REMOVE EXIST TREE. l}2J REMOVE AND DISPOSE Of EXIST BOLLARD, ~ SA WC UT, REMOVE ANO DISPOSE OF EXIST CONCRETE PAVEMENT (ITI REMOVE EXIST FIRE HYDRANT, LATERAL ANO GATE VALVE CAP EXIST LATERAL AT MAIN LINE CONNECTION . ~ REMOVE EXIST s· STORlr.4 DRAIN UNE ~ REMOVE EXIST 1 r ACP STORM DRAIN LINE ~ R[MOVE EXIST 16. RCP STORM DRAIN LINE. DEMOLITION GENERAL NOTES: I SEE Stl££T I FOR l(Cf~O AHD A88REVIATIOHS 2 AtL EXISTING BELOW GRADE ANO AEIOVE GRADE UTILITIES SHALL BE PROTECTED ~ PLACE UNLESS OntERWISE NOTED ON PLAN J CURB DRAINS LOCA TEO l'i!THIN VERDUGO Sllllll SHALL BE CONNECTED TO PROPO!it0 STDRW OR~ SYST£MS PER SHEET C-7. CURB DRAINS 1,0CAltD 'MTHN CAt.l'lm CAPISTRANO SHJii1 BE El?D«D TO HEW CURB AUGlll.IOIT PER SHEU C-4, 4, CONTRACTOR SHALL BE RESPONSIBl.E FOR All OAt.IACE MADE TO ANY EXISTING rAaunrs THAT ARE TO BE PROTECTED IN PLACE DURING 0(t.40UTION ANO CONSTRUCTION CONTRACTOR SHALL REPAIR/REPLACE THOSE IACIUTIES AT HlS Dl'iN EXPENSE. :w ' 's' 10 ' s· o· 20' CRAl'lllC SOltC: l"•ZO '"'" EYJST BUILDING u . PAVEMENT REMOVAL LEGEND: I I EXIST AC •A"°''"' •E•OVAL ANO ~'"o AREAS OJ m m ~ EXIST AC PAV£MEN T AND UNDERLYING CONCR£TE PAV£1.1£NT REMOVAi. AR€A [I) I DUST AC PAVEMENT COLD Mill AREAS [[) EXIST CONCRETE PAVEMENT REMOVAL AREAS [fil CITY OF SAN JUAN CAPISTRANO DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION VERDUGO STREET BEAUTIFICATION PROJECT (CIP 14106) DEMOLITION PLAN ~ vi VERDUGO STREET AND CAMINO CAPISTRANO ~ Z 1---~~~~~~~~~~~--.-~~~~~~~~~~~~~-I ~ ~ PREPAREO iisE SUPERVISION Of, w 0::: ADAMS STREETER Cl,ll l•1l11eri lli755 VON KA;l\'IANAV~NUE, 5..,1T:: 130 'J~9 l M lHO id am~ strttle1 ccm /,1 ~«--- ACCEPTEO gy, JEROME PARCO, CnY ENGINEER, RCE 50385 ACCEPTANCE AS TO CONFORMANCE WITH APPUCA9LE CnY STANOAROS AllO PRACOCES ~ CHECK[l), OATE SHEET C-4 KHOON Y. TAN RCE C601J1 EXP 6-30-20 DATE KT 7 ... 11 -19 SH! 4 Of 28 PLOT DATE: 7·11-19 . ·· NOlE: EXISTING PA\"ERS TO 8£ RU!OVW TO ACCOMMOOA TE RECONSTRUCTIOH OF CURB I_ ... CONTRACTOR TO MATCH EXIST STREU PROFILE AT £OCf Of PRCFOSED CURS BAND CURB RAMPS: COOHltR Sl.e»>ES Of AOJO:NJNG GUT1£RS ANO ROAD SURFAC(S IMMEDJAT[t.Y ADJACENT TO AND 't'JtilUN 24 INCHES OF M: CURS RAWIS SHALL NOT BE SltEPER THAN 1: 20. EXIST BLOG EDGE-.._ 10' " o· IO' GRAPHIC SCALE: 1"-10' "' z 0 'Z(/) ~ l!:z .. r;o u "' w (/) 9 0 > t; w u Cl:'. 20' ~ 0 z 12' 11.)' EXIST BACK or SIDEWALK UliS , I 1115.ll)fS CITY OF SAN JUAN CAPISTRANO DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION VERDUGO STREET BEAUTIFICATION PROJECT (CIP 14106) ENLARGED DETAILS FOR STREET IMPROVEMENTS PREPARED UNDER THE SUPERVISION or, 115 ADAMS STREETER Cl•ll t•n•t •tt l6755 VON Kl\~\<1AN AV £NUE, Su IE 15CI 949 ~74 2330 ~dam§ nrce\er com /,,,_-;? '-;!--c__ 7-11-19 KHOON V. TAN RCE C601JI EXP 6-J0-20 OATE ACCEPTED gy, JEROME PARCO, CnY ENGINEER, RCE 50385 ACCEPTANCE AS TO CONFORMANCE "1TH APPUCIBLE GnY STANDARDS ANO PRACTICES [)[SIGNED: DRAWN: JO JO CHECKEQ, DATE SHEET C-5 KT 7-11-19 Siii 5 or 18 PLOT DATE: 7 .. n-19 DIGITAL DISPLAY FOOTING DETAIL: ""' '*«Q1 fl~IU RHtC•J.o\fllE ilj 'Sll}[3 rep .l.CC(:;S TO ELEr: HOWK-UP BY CLEO: '::ONTP. ~ Jll~ "?Sf lb 1;(» '::OtitP~ ·au. ~uu~ '''•C 1~ ~ ., fl>Ol. "'' 'O(JOf1~ (':?) H(:.<tl\JlS ~IYP , E.C.O:H SOU' 'N;.SHER BY (;(II ,;QNTR ?o·r.:.1 .<tlC...oR D0tli- 0'r >;(N t:ONTR 04MDMfNT ~RMDtm BY LOCAi. CODES• sn'RCOHDTIJONS ~-·-+-r . . . . 0 "' ~ '°"''° oo sou'"' • • ~ COtlCR(l( aASf 0 ' BY C:( I t;OllTP. a '• , • • I I NOT TO SCALE 1?' ;q ~OST 8.<-SE JUll('llOll BOX ·:e1r[R •)F PIEi> ...!..·r:T~!!'------ NaTE: This drawing can used for the following Pa>t Oock(s) -4K /4L/ 4M / 4MP/4MST f59'~_C_L_O_C_K~FO~O_T_IN_G_D~ET_A_l_L_:_ ~ NOTJOSCAI,( CL RAILROAD 'lrtAOC 13' >S' r-R~lROAO RW •!J!qi'; Sl!U:l!!![ E•IBAHC( I ~ EXISTBLOOEDOC_/ ~ ...f2!H=Ql'ifl ';f 'f' Qtp EQQIW@ COH 11"CJOIC 9Wl rno \UfY nt{ l OCA TIONS Of EXISTING UNDERGROUND UTILITIES PRIOR TO CONSlRUCllON OF THE 9KlJMI:. -filSPl::A¥ FOOTING TO OETERt.!;N[ f ANY CONFLICTS EXIST Mili PLAC(J.IENT Cl" fOOTWG CONlRACTOO SHAU NOlFY TI£ CHV HIGHER ANO Tt£ ENCWCER Of RECORD <Y' ANY COHFUCTSi STREET IMPROVEMENT CONSTRUCTION NOTES: @ CONSTRUCT 1 O' WIOE CONCRETE CURB BAND OVER O.J5' AB FOR l/E:ROUGO STREET PER DfTAK. ON SHEET C-9. @ ~~l~~T~~~~N~E~·sTH~~~==~NOSN~~~Eo:::~~ ~~ g:;.· AB FOR VERDUGO STREET CROSSWALKS & Pt>lA AREA Pt:R @ ~~T~~~O~~:~K CONCRETE PAVERS (PEDESTRIAN TRAFFIC-PAVER lYPE A) PER SOILS ENGINEER'S RECOMMENDATIONS ANO DETAIL @ ADJUST EXIST WATER VALVE TO NEW FlNISH SURF'ACE GRADE. ® =~ C~~ AREA CONCRETE PAVERS (PEDESTRIAN & EVA-PAVER 8) PER SOILS ENGINEER'S RECOMMENDATIONS AND DETAIL ON ~~~ ® m~ ~i~JX'o!iCl::f.:':'tt IU P(lt SOISllClltl ~~ RtCIC<lll. .... AUll_,.. (S<m!A) SID l>Ol WARNING @ PAINT 4• SOLID YELLOW STRIPE WITH BLACK STENCILING PER SOUTHERN CALIF'ORNIA REGIONAL RAIL AUTHORrlY (SCRRA) STD J20J @ COt>ISTRUCT CLOCK fOOllNG PER DCTAIL ON SHEE'T C-6, CONlRACTOR TO VERIFY FOOllNC DIMENSIONS PRIOR TO CONSTRUCllON CITY OF SAN JUAN CAPISTRANO "' 2: 0 0 Ul ~ ~ z !!, a: 0 " "' t'.l Ul e 0 > t: w 0 [!-:' DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION VERDUGO STREET BEAUTIFICATION PROJECT (CIP 14106) PLAZA GRADING AND DRAINAGE IMPROVEMENTS !lS ADAMS STREETER C1wll fntl1111t l6755VONICM'.1AN,\'l:NUE,S,,1Fl5D ~M!I 474 ?HO ~iltnS strceteroom ACCEPTED BY: JEROME P/\RCO, C!!'f ENGINEER, RCE 50J05 ACCEPTANCE ;s TO CO>J'OR!.IANCE l'OTH ,/7 APPLICABLE C!!'f STANOAAOS ANO PRACTICES OATE 10' ,. o· 10' 20' g /"'' OESTGNal: DRAWN: SHEIT 1"-10 ' GRAPHIC SCALE: ~ :_£. JO JO _· '-;....._._"'-::::-_-_______ 7-u-19 '"c"'H"'rc"'KE=u,..., ---+,o,oA""iE,...: ----1 C-6 KHOON Y. TAN RCE C60131 EXP 6-30-20 DATE KT 7-11-19 SHT, 6 or 28 PLOT DATE: 7-11-19 1<1.00' TR>mlllON OIQlj .. l!(l1£I) Ql!ID ~O 6 RClll.D ~ L...W.15' OC t ..... no.r ot t•20.or oc 18.14. 11.4!\'0C ----------------· 110- -----------/'--~--~-~~~~~ I PROPOSED CURB RAMP AT FLOW 105- 110--- IDENTICAL ~-- POINT 105- 110- 105- t .. 12.0J' oc •18.38 ' f'ROPQSEO FLOW LINE AT CATQl BASIN 100.00' J"\1•106.$0 ---------------..,.-;.----------~PROl'OS!ll OJllB 1RAMP _., o-rn AT FLOW LINE ~;& ~JH~ VEROUGO STREET PROFILE 11 al~ ~ t; NOl"E J HEREON ~§ 3+00 'r 0) 001' LIGHT sm AND PULL ,---~=.-SOX 10 BE R£LOCA 1UJ PER £l£CTRICAl PlANS STREET IMPROVEMENT CONSTRUCTION NOTES: @ @ @ @ @ @ @ @ @ @ @ ® @ CONSTRUCT 4" CONCRETE ROLLED CURB &: GUTTER PER DETAIL ON SHEET C-9 CONSTRUCT 6" CONCRETE ROUID a.JRB &: GUTIER PER DETAIL ON SHEET C-9 CONSTRUCT 6° CONCRETE STD CURa & GUTIER TYPE C-6 PER CITY OF SAN JUAN CAPISTRANO STO PLAN NO 301 CONSTRUCT a~ CONCRETE STD CURB &. GUTIER TYPE C-8 PER CITY or SAN JUAN CAPISTRANO STD PLAN NO 301 , CONSTRUCT VARtABlE HEICHr CONCRETE STO CURB & GUrTER PER DETAIL ON SHECT C-9 CONSTRUCT 4• TO 6" CONCRETE ROLLED CURB TRANSITION . CONSTRUCT s· CONCRETE ROLL.ED CURB & GVITER TO s· CONCRETE STD CURB &: GUTIER TRANSITION PER DETAIL ON SHEET C-9 CONSTRUCT 1.0· WIDE CONCROE CURB BAND OVER 0 35• A8 FOR V£RDUCO STREET PER OCTAJL ON SHEO C-Q. CONSTRUCT 1 0' WIDE CONCRETE CURB BAND OVER 0 35' AB FOR CAMINO CAPISTRANO PER DETAIL ON SHEET C-9 CONSTRUCT CURB RAMP PER SHEET C-5 CONSTRUCT MODIFIED LOCAL DEPRESS ION CASE E PER SPPWC J1J-J ANO OCTAlL ON SHEET C-5 CONSTRUCT MODIFIED LOCAL DEPRESSION CASE F PER SPPWC 31 J-3 AND DETAIL ON SHEET C-5 CONSTRUCT 0 <10' THICK AC PAVEMfNT PER SOILS £NGJNE£R'S RECOMMENDATIONS ® ® @ ® ® ® @ @ @ ® @ @ @) CONSTRUCT MOOIFIEO CONCRETE CROSS CUTIER PER CITY OF SAN JUAN CAPISTRANO STD PL.AN NO , 305 AND DETAIL ON SHEET C-5 CONSTRUCT J6"X48" DETECTABLE WARNING SURFACE FOR CURB RAMP PER DETAIL ON SHEET C-9_ CONSTRUCT TREE WELL PER LANDSCAPE ARCHITECT'S OCTAILS. TR([ WELL TO ABUT BACK Of ROLLED CURB. CONSlRUCT LIGHT STD & POT PEDESTAL PER LANDSCAPE ARCHITECT'S DETAILS . CENTER OF LIGHT STD & PEDESTAL TO BE LOCATED 2 5' BEHIND BACK Of ROLLED CURB CONSTRUCT POT PEDESTAL PER LANDSCAPE ARCHITECT'S DETAILS CENTER or PEDESTAL TO BE LOCATED 2.5' BEH6ND 811.CK Of ROLLED CURB. CONSffiUCT FULL DEPTH AC PAVEt.1ENT PER DETAIL ON SHEET C-9. CONSTRUCT 2" MINIMUM THICK AC PAVEMENT OVERLAY C0tl$JRUC 1 A MINIMUM Of J~ AC OVER 6" PCC PAVfMENT PER SOILS ENGINUR""S R[COMYbmATIONS. PAVEMENT SECTION TO IMTCH EXISTING SECTION CUT IN CUdlfO CAPISTRAN04 CONSTRUCT AC PAVOAENT JOIN PER OETAIL ON SHEET C-9 CONSTRUCT 0.7' THICK COLORED CONCRETE PAVEMENT OVER 0 JS' AB FOR V£ROUCO STREET CROSSWALKS &: PLAZA AREA PER SDllS ENGINEER'S RECOMMENDAnONS ANO DETAIL ON SHEET C-9. CONSTRUCT 0-75' THICK COLORED CONCRETE PAVEMENT OVER O.lS' AB fOR CAMINO CAPISTRANO CROSSWALK PER OCTAlL ON SHEET C-9, INSTALL STREET CONCRETE PAVERS (VEHICULAR TRAFFIC-PAVER 8) PER SOILS ENGINEER'S RECOMMENOAT!ONS ANO DETAIL ON SHEET C-9 INSTALL SIDEWALK CONCRETE PAVERS (PEDESTRIAN TRAFFIC-PAVER TYPE A) PER SOILS ENGINEER'S RECOMMENDATIONS AND OCTAIL ON SHEET C-8. @ @ @ @ @ @) ADJUST EXIST STORM DRAIN MANHOLE TO NEW FINISH SURFACE CRACE. ADJUST EXIST WATER VALVE TO NEW rlNISH SURFACE GRADE'. ADJUST EXIST ELECTRICAL PULL BOX TO NEW FINISH SURFACE GRADE ADJUST EXIST TRAFFIC CONTROL PULL BOX TO NEW f\NfSH SURFACE GRADE. ADJUST EXIST TELECOt.li.!UNICATIONS PULL BOX TO NEW rlNISH SURF ACE GRADE. ADJUST EXIST SEWER CLEANOUT TO NEW FIN ISH SURFACE GRADL CONSTRUCT CURS CORE ANO EXTEND EXIST CURB DRAIN TO NEW CURB & GUTIER ALIGNMENT AND ELEVATION CURB CORE TO t.1ATCH EXIST PIPE DlAMElER . INVERT OF CURB CORE TO BE SET 1/r ABOVE" NEW GUTIER FLOW LINE SEE SHEET C-5 FOR NEW LOCATIONS CONSjRUCT 0.7" TH~K COIOCJIEI!: PAVlME>IT (STD Cl!AY COi.OR) O'lf.R O.J5' AS PER SOILS (."1r;mrr&'S RECOMMEN0.-.11).\IS Ano OETr\\. ON ~ C-(). CON5JRUCf 1.40' THICK AGGREGATE BASE PER SOILS ENGINEER'S Rtcovvt:HOATIONS. -115 '115- I -115 110:.. --- I 11 '115- -115 110:- -110 115- 110- 20· 15' 10· s· o· 1<I' •o' C/?~IJC SCALE: I ~-zo· -Plslwc-QIST>iG IOP rs .:s a r llJR8 PROFILE •tS1£RI. Y QJ!!9 Pi!rstt ~ ~~~ llJJ!!' ~ !'W cc Hg,E-ls.».<a'OC ~ f\1£SJQJllllREMM ----- EXISTING ft''!Sli SURFl.a: --M 1111~r Cll<IU -----r-----------Tl "' ~ s::. "'~ 8::. ~~ 8~ i ~ ~ ~ d;E.. ~5 a;=. ~.::.. l•9.l0' L..-~ur B ~ oc =B~ ~~g Ill oc u ~ .'.:" 1..Ju--; :: ~~ ~ .......... ; i; :3 "'! !~ ~ !~ .;; ----- CAMINO CAPISTRANO PROFILE PROFILE SCAlE HORIZ . 1 ~ • 20' VERT. !" = 4' 10+00 STREET IMPROVEMENT GENERAL NOTES: 1 SEE SHEET C-1 FOR LEGEND AND ABBREVIATIONS 2 SEE SHEU C-5 FOR PROPOSED CRAD~ ADJACENT TO NEW CURB RETIJRNS AND CURB RAMPS J SEE SHEET C-5 FOR PROPOSED GRADING ADJACENT TO NEW DRIVEWAY APPROACH 4 SEE SHEET C-5 FOR PROPQS[O GRADING ~TtllN NEW CROSSWALKS 5 SEE SHEET C-6 rOR STORM DRAt.I lt.IPRO\IEt.IElns 6 5[[ SHEU C-2 FOR T'l'PfCAL SM[{ SECf.QNS. 7 SEE LANDSCAPE PLANS FOR LOCATIONS AND SIZES OF IRRIGA TIDN SLEEVES 8 CONTRACTOR SHALL BC RESPONSIBLE rOR All DAI.MG( ~ADE TO ANY EXISTING FACILITIES THAT ARE TO 9C PRDT£CTID JN PLACE DURING OOAOUTION AND COOSTRUCTION CONTRACTOR SHALL REPAJR/REPL.AC( OtOSE F ACl.ITICS A f HIS Ol'IW £XPtNS£ 0 ~~~~~~~ ~~ ~~~;~~[~~S~~~Na12~o~l~R~ C~~l~~~ g~~~~~Lrr:N~~-AO PURPOSES CURVE DATA: CURVE OCLTA RAOIUS t£NGTH CURVE DELTA RAIWS l[NGlH 0 J9'"S6'J5" '° oo· 2091' @ 69'25'46" 2200' ]4J4' @ 165'05'19" 2500' 72..0J' ® 5J'J2'46. 10.00' 9J5' <J) J5'05'<!6" 3000' 16J8' ® l41)'48" 10.00' 248' © 62"42'14" 2500' 27 36' @ J41J"48" 1000' 248' ® 90']5'2J" 1500' 2372' ® s2'09'4r 1000' 910' © 89'42'31" 2500' J914' ® s2·11'04· 1000' gn· <J) 90'26'59" 25 ,00' ]9.48' @ 5J'07'22" IOllO' 927' @ 541]'3~· 1000' 9.46' @ 5316'J5" 1000' g JO' © SJ'56'22" IOOO' 9_41' CITY OF SAN JUAN CAPISTRANO DEPAR'IMENT OF PUBLIC WORKS ENGINEERING DIVISION VERDUGO STREET BEAUTIFICATION PROJECT (CIP 14108) STREET IMPROVEMENT PLAN f ~ ,____V_E_R_D_U_G_O_S_T _RE_E_T_A_N...-D_C_A_M_l_N_O_C_A_P_IS_T_R_A_N_0_---1 5o 1:J 0 (/] > w ()-' PREPARED UNDER THE SUPERVISION Of, J1S ADAMS STREETER Clwll l11l•eert 16755 VON J(A~\tlo\N AV::NUE, S.,\F liO 'H'1 •14 ZHO 1<lams streetercom 7-Jl,..19 KHOON Y. TAN RCE C601.ll EXP . 6-J0-20 ""l)ArE" ACCEPTED BY' JEROME PARCO, CITY ENGINEER, RCE 50JB5 ACCEPTANCE AS ID CO>JFORMANCE WITH APPLICABLE CITY STANDARDS AND PRACTICES OESTGNED DRAWN' JO JO CHECKm om:, SHEET C-7 KT 7-11-19 SHI. 7 Of 28 PLOT DATE: 7-n-19 105- 95- I I ~ COOSIROCI <5.01 lf 15· J!d> (O.l!C>'l) 'NOTE: CONTRACTOR SHALL Fl£LD ~RlfY L0cA TlONS AND OEPlliS Ii' All OISTING UN{J!JlCROONll UijUllES-- WHl\JI CROS1i Pl!QPQSQ) _ S ICl!>l_ OltllNS PRIOR TO COllSTlllJ(:IKJN. SU a:NER~ !IOl[jJ HEREON. -105- lCll Pff -95- STORM DRAIN LINE "A• PROFILE 1+00 EXIST a· SEWER LI«~ EXIST s· GAS LINE-......_ - D:iSfLIGHT SID ANO fltll '-..... BOX TO SE RfLOCA TEO PER ELECffilCAL PLANS 1+50 !XISll\NISltSURf'. -Nl'll·SICIRll llRAOI ------------___ L_ ___ ..___. __ _L __ Pll!J'O!ID 8' Clll!Onll PIPE I I ! I -105-I I CONSlRUCT IEW ~ !OP PEll SPPIC sm J21-2. OCTAJt. v Niil sm11111 c-c IOJ.07 ~ EXISl I FROM TOP OF BASIN TO BELOW BASIN INLET. REMOVE APPROX 2' OF rnSTING CATCH BASIN - 105 1 ------100 --~--_____ ......_ ______ _ STORM DRAIN LINE "B" PROFILE S(1'!l<-iE1)) IOSD l 8-;0J'. OlSl 2• WATER UN( 101-11> J o.P. '4° SD 1+00 101!.l)t ao,. Elll5r 2' WAIER LINE 101.to TJlP 4" 'SO (101.0)t I.OP f>IS! If>' GAS LK 107 7l 8..0P. 4• SO (IP5.9 l to.P OlSl ~ .. AWi ~ PitOJCCT EXIST DETECTOR CHECK VAULT IN Pl.AC£ UTILITIES GENERAL NOTES: 1 SEE SHEET C-1 FOR LEGENO AND ABBREVIATIONS -95- 2 COOTRACfCR SHALL BE R!Si'0'61BLE FOR ALL OAMAr.£ U.JOC TO ANY (JJSmC FACILITIES JHAf ARE TO llE PROl[(llO IH PLACE~ DEMOUTIOH AND COHSIUQON, COHU¢JtR SHALL R£P.\lt~PLAC£ THOSE FACIUTIES AT HIS OWN EXPENSE J THE COPll'RAC-.Cllt 5f\&lL. POTtiU" EXISTING/PROPO'X:O U11LITY CROSSNGS. P'OlifS or (X)~CMflZ. AHO LCICAnrtlS Cf OiSf.NG UWTIES TO BE RE\10\tO PRIOR TO Cl)litia.ICtacil 1l£ CONutM:ICJl SHALL NOTIFY THE D£SICN EHGINEER ANO COHSTRUCOOH MANAGER OF ANY COOFUCTS 0 =~~ ~~ ~~~J.~8T8~~;~o~~:R~Fc~~~u~~ ~~::ici:.A~~u~::i~.AO PURPOSES 20· ,,,. w • _,.. a· 10• Cll""1nc SCALE: ··-20· 0. 0 g 5 -95 SECTION A-A PROFILE PROALE SCALE HORIZ . 1" = 20' VERT 1'" = 4' WATER LINE IMPROVEMENTS CONSTRUCTION NOTES: @ @ @ 18 ® SAWCUT, REMOVE AND REPLACE EXIST w:. PAVEl.IENT IN KIND PER CITY or SAN JUAN CAPISTRANO sm PLAN NO 700. l\SIM.1. NEW CQW.l.iRCIAL FIRE HYOAANT ISS(\ta..'f wnH ,. t.A.JDt.t.l PER CITY OF SAN JUAN DPISTRANO STO Nos . W-7 AND W-8 CONNECT .\$.Sl;\laY TO EX5T 8" W.\T£R LI~ PER PieOJC(T SPEClf'bl'QO RELOCATE EXISTING WATER METER P£R CITY Of SAN JUAN CAPISTRANO STO NO . W-'Z - INSTALL s· RW CATI: VALVE PER ~TY OF SAN .!JAN CAPISlRANO 510 , SPECIFICATION ANO SID . PLAN NO . W-1J _ APPLY NON-SKID PAINT TO EXISTING VAULT COV(R STORM DRAIN IMPROVEMENTS CONSTRUCTION NOTES: INSTALL 4' NC SCH 40 COLLECTOR DRAIN PIPE WrrH T'1P£ 1 TRENCHING AND BEOOING PER CITY Of SAN JUAN CAPISTRANO STD PLAN NO , 004 INSTALL 12· PVC SCH 4D COLLECTOR OOAf.I Pip[ wm1 1'1PE 1 TRENCftNG AND BEDDING PER CITY OF SAN JUAN CAPl$TRANO SID PL.AN NO , 8D4 . INSTALL COLLECTOR DRAIN CLLANOUT P(R OW.IL ON SHEET C-9 INSTALL 12"X4" PVC SCH 40 REDUCER. f.SfAL!. 4• Pie SCH 40 Pl.NITER POT DRAIN PIPE STUa WITH TYPE 1 TRENCHNC AHO BE:DDINC P£R CITY Of S.\N JLWI CliPISTRA.\'O STD Pt.AN 00 aa.. SlI ~ PIJ,!3 FOii: J\lT DRAIN CONNECTION RE~OVE EXISTING CURB DRAIN FOR DOWNSPOUT CONNECTION . INSTALL DOWNSPOUT CO~CTlOH TO COllECTOR ORA!N PER DETAIL ON SHEET C-9 CONNECT PROPOSED COLLECTOR DRAIN PIPE TO EXISTING JUNCTION STRUCTURE PER DETAIL ON SHEET C-9 CONSTRUCT CURB OPCNIOO CATCH Bo\SIN P£R SPPWC STD Pl.A~ .300-J. STEHCIUHG PER CllY OF SAN JUAN CAPiSTIWIO STANDARDS CONSTRUCT CURB OP[NINC CATCH ~N WITH GRATING PER SP~C STD PL»J J02-J STENCILING PER CITY or SAN JUAN CAPISTRANO STANDARDS INSTALL BIO-CLEAN MWS -l -<l -6-J'-11.s·-v-uc STORMWATER B!OflTAATION S'l'ST[W PER DETAllS ON SHEET C-to. iNSTAlL OVERT OVT-10 -8 IAODL.11.AR TROUGH OM:RSION SYSTEM tOR CATCH BASN 12 PCR OETAIL ON SHEET C-10. INSTALL e-PVC SCH 40 COLLECTOR DRAIN PIPE WITH T'1PE \ TRENCHING AND B(DolNG f>ER CllY Of SAN JUAN CAPISTRANO STD PLAN NO _ 804 INSTALL 18'" RCP STORt.I DRAIN (0 LOAO PER PLAN) WITH TYP£ 1 TREtl'.:HINC ANO BEDDING PER CITY Of S.\N JUAN CAPtSTRAOO STD PLAN t«). a'.M COIMRT EXIST CATCH BASIN TO STORIA ORAIN UANHOLE REMOVE EXIST TOP AND CONSTRUCT NEW TOP PER PROFILE ON SHEET C-8 ANO SPPWC 321-2_ CONSTRUCT CONCRETE COU.AR PER SPFWC STD Pt.AN JaG--4. CITY OF SAN JUAN CAPISTRANO DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION VERDUGO STREET BEAUTIFICATION PROJECT (CIP 14106) UTILITY PLAN ~ en STORM DRAIN AND WATER LINE IMPROVEMENTS ~ :Z:1-~~~~~~~~~~~~~,.-~~~~~~~~~~~~~~-1 f'j Q PREPARED UNDER THE SUPl:R'llSION Of: ACCEPIEO BY: ~ en > w ~ 115 ADAMS STREETER (I' 1 l I~ t I•• e 11 l6755 VON ~A~\tlAN AV ONUE, s .. 1E 150 949a14H30 ~d1m ssireetercom /:;' ~··--- JEROME PARCO, CITY ENGINEER, RCE 50JB5 ACCEPTANCE AS TO CONFORMANCE WITH APPLICABLE CITY STANDARDS AND PRACTICES D£Sllil<EO-1111''/lll; JO JO SHE£! C-8 d z K_H_OO_N_Y_. -TAN_R_C_E_C_60-IJ-1-EX-P-. -6--J0--2-0 7 ~~~~19 OCO<iD: KT 7-11 -19 S!IL a·ll' 1ll PLOT DATE:. 7-11-19 SECTION NOTES: 1, CONCRETE SHALL BE 520-C-2500 PER CURRENT EDITION OF SPPWC SE:CTlON 201-11 ,2 2. 1/4" 01~ JOINTS SHALL BE PLACED AT <10' INTERYM.$ ~AT All BCR'S AND ECR'S AND 1/8"X2" WEAKENOED PLANE OR PLASTIC CONlROL X>INTS SHALL BE Pl.ACID AT IQ' ~lERVAl..S P(R OTY CF SAN .AJ,f.N CAPISTRANO sm Pl.AN NO. J20. J. ROUND ALL EXPOSED EDGES 1/2" r.:;';;\ 4" CONCRETE ROLLED CURB & GUTTER DETAIL: ~· NOi TO SCALE en Mfl> CQICR[1[ PA\(YO!l (LOCAnON PER M•l ~.:~'® N01(: LS' WIDE AT l~LOAOINC l\Alf(ll!ll. -S(( 9IIl c-• ~I PAl/Et.lENT PER DETAILS HEREON won 0£PlH Of .ONT SHAU. BE 1/4 Of TOTAL PAVEMENT THIOCNESS 1/3" RADIUS I ~ f(Q OOlH CONCRETE BAND ANO CW'!CD PA\!llll<I WU. II: ~10-C•l'OQ POI (Ulll(lfT mn ... a-ff.c~ !01-1.1.2- SCORE LINEICONTROL JOINT SECTION 2, 1/A'"'O." 'lt{AKENDEO ~ OR PLASTIC ~ JOIHI.S FOR CONC11£1t 9AHDS g..iAll BE FOa:D AT 10' INTtRVALS PER OTY Of SAN JJAN CAPISlRAOO SID Plo\N NO 320 3 ROUND ALL EXPOSED CORNERS 1/2". CONCRETE BAND AND COLORED CONCRETE r:;:;v;;;:., PAVEMENT DETAILS FOR VERDUGO STREET ~--------,,l!O~r~ro,,....,,SCAt,_,,E ---------12" LONG ~ BA.RS TO BE Pl.AC£ EVERY 10· EXPANSION JOINT CONCRETE JOINT DETAILS: FLOW LINE n.t'VAflllH PCR PlA.lrt J/Bv AC PA\10.4ENf UP FINISH 50Rf'Ac£ t-o' SECTION TOP Of CURB NOTES: I. CONCRET£ SHALL BC 510-C-2500 Pm OJRRENT E01110N OF SPPWC SECTION 201-1.1.2. 2, 1/4" EXPA/~ Jf)NTS SHALL BE Pl.ACED AT 40' INTERVALS Al.n AT ALL 9CR'S ANO £CR'S ANO 1;a·x2· WEAl([N(JEO PLANE OR PLASTIC CONTRCK. ..ONTS SHALL BE PLACED AT 10' INTERVALS PER CITY OF SAN ..RJAN CAPISTRANO SID PLAN NO. J20. J ROuNO AU EXPOSED E:OG£S 1/2'' 121' 6" CONCRETE ROLLED CURB & GUTTER DETAIL: ~ NOi 10!.CAl.C 3/8" AC PAVEMENT UP FINISH 5l.W.\C£ SECTION NOJ[S: 1 CONCRETE SHAU BE 520-C-2500 PER CURRENT EOITION OF SPPWC SECTION 201-1 .\.2 2 1/4" [lCP~ J()NTS SHALL BE PLAC£0 AT ~o· INTERVAlS it.SO Ar AU BCR·s ANO mrs ANO 1/8"X2" WEAKENOEO PLANE OR PLASTIC CONTRQ JOINTS SHALL BE PLACED AT 10' INTERVALS PER CITY Of SAN J.JAN CAPISTRANO STD PLAN NO 320 3 ROUND All EXPOS(O EOGCS 1/2" @ VARIABLE HEIGHT CONCRETE CURB & GUTTER DETAIL: 24 NOT TO SV\l( TOP CF ani8 IC) IU'YATIOtl FIR 1'lNI 3/B" AC PAVU4ENT UP FULL [)[PTH AC PA\otMENT (±3" THICK) ""~ ·~ "''~j ;[ .... _ESH -i!~ h}j[JOS; J" lHICl(H::~AV[MENT ~ r-~~\-''-~-1r-::t.~!£:¥~~§~~ -a I, ~:~iJEP~~M:~s~~R~~5~t~trs~ PER CURRENT EDITION OF SPPWC SECTION 201 -1 1 2 ----~L 2 1/rll" VEAICt"iUD Pl..u( OR PLASTIC CONTROL d ~15 FOR CCN\X.TE ~'tOS SHALL BE PLACED AT 10' INTERVALS PER CITY or SAN Ji.JAN CAPISTRANO STD PLAN NO. 320. l ROUo\O All EXPOSED CORNERS 1/2" CONCRETE BAND AND COLORED CONCRETE ~ PAVEMENT DETAILS FOR CAMINO CAPISTRANO CROSSWALK 3 4 28 43 NOT TO 5tAU: NOTES: I. All PEOESlRIAN WAlXf\'G SlJRf.A(ES TliAT ARE PART OF AN ACCESSIBLE ROUTE \llHH ENHANCED SU6.A({S lilKr BE ACCESSIBLE TYPE FOR THE OISABLEO PER cec 11B-J021. 11B-403 2. ONLY APPROVED DSA-AC [)[J[CTABLE WARNING PROOUCTS (TRUHCATED DOMES) ANO DIRECTIONAL SURFACES SHAll B( INSTALLED AS PROVIDED IN 1HE CALIFORNIA COOE OF lifQJUif!ONS (CCR), TITLE 24, fl'llRS l, CHA.PIEi 5, ARTICLES 2, J, AND 4. REFER co ctlJ nnr 24, PART 12, OUPltRS 111. 5fCTION 12-llB.205, FOR BUILOIHG AHO FACILITY ACCESS ~(ClflCATIOHS FOR PROOUCT APPROVAL FOO 0£TECTABLE WAR~.NG PRODUCTS ANO OIR(CTIONAL SURfACES ~rf~~~m-SPACIMj @ @@ @@@ ~~~lmi ~~~w: WSEOTRUNr.Alt:DDOl.!E DETECTABLE WARNING SURFACE DETAIL @ (TRUNCATED DOMES) t<O I 10 SOLE PROPOSEO CURB &: a.mtt OR CURl3 BANO SEE PLAN FOR LOCATION PROPOSED CURB lt CU11l.R OR CURB BAND SEE Pl.AN FOR LOCATION I I L-~~~~~~~ STREET CONCRETE PAVERS DETAIL: f.i4\ (VEHICULAR TRAFFIC-PAVER B) ~ t<OI 10 SC<li NOT TO SCALE PR(Jl()S[() CURB • GUlftR OR CURB BAND SEE PLAN F'OR LOCATION , I r--_J L __ f38' FULL DEPTH AC PAVEMENT DETAIL: ~ NOi TO SCALE ROLLED CURB & GUffiR [!Q.'STMO ~ PAV(MENT ROLLED CURB & GUTTER TO 126' STD CURB & GUTTER TRANSITION DETAIL: \,:::J ~or 10 SC>.t£ Q AC PAVEMENT JOIN DETAIL : I::_.!} llOT!Og:.,u: SECTION SIDEWALK CONCRETE PAVERS DETAIL: 1'45' (PEDESTRIAN TRAFFIC-PAVER A) t..;:_::; NOi 10 SCAI! 0-S' PCC CONCRETE PAVEMENT SECTION PLAZA AREA CONCRETE PAVERS DETAIL: fs3' (PEDESTRIAN & EVA-PAVER B) ~ ~01 10 SCALI: "' 0 ! .. u g I: u SECTION CONCRETE PAVEMENT DETAIL: ~ (STANDARD GRAY COLOR) ~~~~~~HO~T~l~O~SC~~~~=-~~~~~ NOTE: TOP Of GRATE TO BE SO FLUSH WllH FINISH SURFACE 1111 PAVED AREAS OR Y AOOVE FINISH GROUNO IN LANDSCAPED AREAS . 12·x12·x4· PVC SCtl 40 RE.DUONG WYE (l'YP) US£ 2-4" PVC 4:5' ELBOWS AT UPSlREAt.I ENO Of 4" COLLECTOR DRAIN LINE FINISH SURFACE @ COLLECTOR DRAIN CLEANOUT DETAIL: NOi IO st.olE EJOS!lllG BUlDING fAC( ~ @DOWNSPOUT CONNECTION TO COLLECTOR DRAIN DETAIL: 86 110· 10 SCAl£ INTERIOR FACE Of EXISTING ,.IJllCl'CI ~ REMOIJ[ PORTION Of DIST ..lJNCTION STRUCTURE WALL TO~-~ ~DRAIN Ltl[ ACCOt.IMOOATE PLACEMENT OF DRAIN PIPE . REt.10'1[ 1· 8tYClf) OUTSIDE DIAMETER or PROflOSEO PIPE FlLL VOIO IMTH GROU - R1 1· ~ l'IJ!Pl..l!I ~ SECTION DRAIN CONNECTION TO fs7' EXISTING JUNCTION STRUCTURE DETAIL: ~ HOt TOSCA!.( CITY OF SAN JUAN CAPISTRANO DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION VERDUGO STREET BEAUTIFICATION PROJECT (CIP 14106) ADAMS STREETER (t •U l•t l ••••• 16755 VON KA'l\.lAN AV~NUE, S .. IT~ 150 949 ~ 7~ 2330 , ad am\ itreeler com CONSTRUCTION DETAILS JEROME PARCO, CITY ENGINEER, RCE 50JB5 ACCEPTANCE ;s TO CONFOR~ANC[ WITH APPLICABLE CITY STA.NOARDS ANO PAACTICES DfS~NEO: ORAWN: JO JO // 71-c___ -KHO-ON-Y.-T-A_N_R-CE-C6-0-1J_l_E_X_P_6---J-0--2-0 7 ~~~;19 CHECKED: l<T DAT[: 7-11-19 SHffi C-9 S/11 ' Of 2B PLOT DATE: 7-11-19 SITE SPECIFIC DATA PROJfCT NVUBfR 8678 -·-PR<JJECT NAME \GWO(l$/li1.U PROJECT LOC400N S11iUCTlJ/£1D 1(/.4 0.10 TREArMENT HCL AVAJJ.A&£.(f1) N/X POI< 8"'~ 11(/)j/WJ (CFS) -IF APPUCA8l£ DIU{f PIPEIMrA l.f UA'ffRIAL """""' !Nlll PIPE I 102.87 PVC .. INl..ET PIPE 2 N/A N/A N/A OUll£f PIP£ 1/)().19 PVC .. PRETR£Ar1Ji1¥r IJJOflTNAOON /JISCJWIGE RllJ El£VATKIN 105.42 105.50 N/,< SURFACE LCMD P(1)£SfflJ;.• PfDfflRWI P£DCSTRWI fRAAIE 4t' C<MR J6. x J6. J6. x J6. N/A ~~-(er) 1.62 1148. INSTAUATION NOTES '· CONmlCT'OR 1D PROVIOf AJ.1 U.(J()R. fOIJIPlt(Off. ""4rf7i'IALS ANO INCIOEMAJ.S REOU/RfD ro omoo MO INSTALL f'HE S'l'SlFM ANO N'Pf.JRTENAIJCES IN ACCTJROANCE wrrH THIS OflAWING AHO fHE MN/UFAC'fl.JRFRS SP[CJF/f'.ATIONS, UNl.ESS OrHlmffSE STATED IN MANUFACTURERS CONTRACT. ~ UNI WST tlC INS1J<1I1' IJli llHl lllSf. WMTKflJll!R /l(COWi111)$ • -f' ""'· '""" -U\(£SS .SFraro> tit Iii! FflMCf~ ~ftJll<S IJ!Sl'(),-.C: ro •>ll'Y FflO/fJ:1!H';JN(QISRfCOUJl(N«DWC~ -/1J/I "'!llJ/lfU JR) !NWl.t .411. !XIUM. CIJllNU:t.1' l¥£S. AU. MS WST tlC fU&f 11111' -!IWfl« Qr CONCllBf. (Pi'fS CA""11' lll110« i£rtiNfl flJJSJI), //NUii OF Wtr1.d;/ -JJIJ!f St: IUJ!J/ "Ill OISlJWIC£ OWJll£il flCO/I. AU 1¥(1 SllAtt tlC SDUIJ llllliO /IQfr lrR ....... iCll.l\'iR:I W.~Wll aJN1£CfOI al\t. 5. ~~::m."b~:'k"iu~ ...,. 1<1"11fS ro .iolOI """"11 s;NNZ U'C£SS Sffil/l£fl DPRlMlL 6. >!O'lW>!H $1FiWI Niil ~ IJ'f OJ!DS. ML W1S Olllf 11'.:CWi<W lMT H<I£ O/lfP (A -SP'll'Y llMICv.<IH Sl.ffU/J A'<// NS1AIJ.tJ) ur fllllfJ!r. 7, CONTHACrOH RESPONSl8l£ FOR CONT'ACnNG BIO Cf.DH fOf? ACrntA1ION Of UNIT. MANUFACTURERS WARRANrY IS VOi(} WfTH our PROPfR ACTWAITON BY A 8JO Cl.EAN REPRfSE.NTATrvf. GENERAL NOTES t. UWUFACTURlR ro PRWiOE ALL llA'!CRW..S .UNLESS OTHERWISf NOrED. 2. M1.tlllDSICIVS,lll\1llln'IS.~NIDCAiW:Jr/lSN1CSIJU:Crro OW« /llll l~f !IPtCJIC Olltlr.Y.:S llClMlNC DtK1 -OVGHIS ANO ACCEJiSOR/ES PWS£ CONTACT BIO CLEAN. l'LANVlliW ELEVATION VIEW Bio ~Clean RIGHT END VIEW rR&ITMENT Fl.OW (CFS) 0.10 OPERAnNC HfAD {FT) 2.9 PffITREATM[lfl WADING RA1f {CPU/SF) 18 wrnANO JIEIJIA LOA/JfNG R41C {GPN/SF} 1.0 MWS-L-4-8-3 -11 .5'-V-UG STORM WATER BIOFILTRA TION SYSTEM STANDARD DETAIL SIT£ SPECIFIC DATA IWOJCC7111J111l£11 8678 ORDER NUllBER Ill/ PROJfCT NAME >!Rl>f/CO!irREEr PROJ(l;f(()(:</)(l't SARJUAN~Q4 sr1WC1VR( 10 --- R•.n~;,: ··-·······""'-rm """"''"ut.'"'"" SECTION VIEW GENERAL NOTES I MAINFACTURER TD PRGVIO£ AU WITERIALS UNUSS OTHERW1Sl N01f0. 2. Jl.L DIMfNSIONS, ElE.YA110NS. SPCCiFfCAT70NS NIO CAPACITllS ARC 51JBJECT 1'0 CHANGf. FOR PROJ(CT SPfCIFIC OP.AWINCS OEJA/LfNG fY.ACT OIUEllSIONS, WEIGfffS AilO ACCESSORIES PWSE CONrAcr AJliNUFN:TURfR. fgO' STORMWATER BIOFILTRATION SYSTEM DETAILS: ~ !<OT TO 5CAU. IMNf /11/11£f LOW FlOWS ('8" PIPf) ro BIO ct.FAN srsf'Ell LOCA110N ~y VARY .,. l---DllERTLENGTN~"l·(~ELD VERIF'l)--1 NOTE: EXJS11HG CATCH BASIN OPENING IS CURVED. DllERT TROUGH TO FOLLOW CURVATURE OF OPENING. PLAN VIEW AL Tl!RNATE CONFIGURATIONS CONTACT BIO a.£AN FOR ,tf}()fllQ//Al CIJSTOJJ CONfiCIJRATIONS r-w-J LJJ CVllB t.UT/r;AICH 8"SIN PER (;r4 l't.A'IS SIJPPUED BY OTHERS PVERT SECTION A·A ""'dkf ..= ELEVATION VIEW Ht)r£:0~1iOOU1.ARmaual1rS~UFACIURtoMOU l°""'IU.R1.NE GRADE'°' VESl!R ltE$tN ANO ABERG-tASS $llUH0$1 TH'Ettmu RBEltOUSS$l'RUR'C1URESHAU U G°'YUJ lW111 A POL Yf.ST£.110Il COAIWG i;rllf VL11'A \lOtETINHl!llTO/IS INCMl'ORArtO••ro IHE COA""'3. llll'-tlU11!1CM?UOl'IHl'IWRGt.O .. SHAU.8E>'lr. INSTALLATION NOTES fMNf llUllU tDW Fl<JWS ('8" PIP!) SEE PLAN FOR COl'lnNUATION I. OVERT ro BE CONNECrrD ro CONCRETr BROW CURB OPENING USING 116 5rA/Nl£SS srm. {UIN !'4-? OR!Vf PfN ANCHORS SPACED '1~ ()N Wlpt ANO J16 5T.41N/.£SS STEIL RNUS (11/N #1?. 2. ALL SEAMS 8E1WWI O'tOO J..\t) C(IJJCR£JC SHAU 8£ nu.E.D WfTH WA7Ef<11GHT CONCRETr nu.tR ANO/OR SJUCONE SEAl4NT. 103,34/NVERT IS0/11/!TRIC VIEW J. comRACT'OR ro SUPPt..Y AND INSTN.i.. AU EXTfRNAI. COHNECRNG PIITT AU PIP£S MVSr BC FlVSH wrTN INS/Of SURF.'£[ Of CONCRBf. (1l!'J'CS OJI/¥)( ,W11M)E li£1'0tll) FUISH). IHVEJUOFS-Wnt0rr~R RUSH tmH THf FlOWJ..WE (}F M fJ<lrRi AU.. />$'£$ $H4U Bf Sf.Al.ED WAlfR llCHr PCP W."U".¢1U/l(Jt$ srMONIO CONNfCnoN D£WL 4. CONTRACTOR HESPONS/81.£ FOR CONTACnNC 8/0 CLEAN FOR ACTTVArKJN OF UNIT. MANIJf,1,Crtm(S WNiRNffY IS VOID W11H OUT PROPER lrCfTVATION SY A BID ClDJI REPRES!HTArtvE. Bio ~Clean ·- fg0 __ o_v_E_R_T_T_R_o_u_G_H_D~IV~E~R=S~IO~N_s_v_s_T_E_M_D_E_T_A_IL_:_ l.::..Y 11111 10 ~ \ \ . -~ -,,,.elj SECTION VIEW lilAX1IMI LOW now ONERSION (CFS) 0.74 WW fl.OW ounrr PIPE SIZE (INCH[S) ~· STArTC HfAD (INCHES} a· WDYF!CTOR OVERT DVT-10-8 MODULAR TROUGH DIVERSION SYSTEM STANDARD DETAIL "' ; d z Bio SITE PLAN STORMWATER BIOFILTRA T/ON SYSTEM STANDARD DETAIL CITY OF SAN JUAN CAPISTRANO DEPARTMENT OF PUBLIC WORKS ENCllNEERING DIVISION VERDUOO STREET BEAUTIFICATION PROJECT (CIP 14108) CONSTRUCTION DETAILS 115 ADAMS STREETER u.111.,, ..... 16155 VON !U.~\U.N !\VENUE, SUIT:: 150 949 4 M zno I ~mi rtret'ler com z:-c -- KHOON Y. TAN RCE C60131 EXP. 6-JD-20 7-11-19 DATE J[ROM£ PARCO. CflY ENCINEER . RCE 50J85 ACCEPTANCE AS TO CONrGRIAAllCE WITH APPLICABLE CflY STANDARDS AND PRACT~ES DESIGN EU: DRAWN: JO JO CHECKED: DAfE: OA1£ Sf1ITT C-10 ICT 7-11-19 SHT. 10 Of 2_B PLOT DATE: 7·1M9 EROSION AND SEDIMENT CONTROL NOTES: BEST MANAGMENT PRACTICES PER NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) I ,=7\ I 11C1 1:0 1 I I IN CASE Of EMERGENCY, CAll: CITY Of SAN JJAN CAPISTRANO, PUBLIC WORKS DEPARTMENT lHE UNDERSlct4EO CIVIL ENGINEER 'MLL SUPERVISE EROSION CONTROL WORK ANO CERTIFY THAT THE SYSTEM FUNCTIONS PROPERLY AND IS IN ACCORDANCE 'MlH THE APPROIJED PLANS MOHAMMAD l.IOHAMMADABA.DJ RCE NO 42515 DATE 3-31-20 1. THE CITY BUILOINC CffTCIAl OR DESICNEE, RESERVES THE RIGHT TO MAKE CHANGES OR MOIXACATIOOS TO THIS PLAN AS DEEMED NECESSflRY. 2. A STANDBY CREW FOR EldERCENCY WORK SHALL BE AVAILABLE AT ALL TIMES OURINC THE RAINY SEASON. NECESSARY MAltRIALS SHALL BE AVAILABLE ON SITE ANO STOCKPILID AT CONVENIENT LOCATIONS TO FAOUTATE RAPID INSTAli.ATlOO OF TEMPORARY DEVICES OR TO REPAIR ANY OAldACED EROSION CONTROL MEASURES 'MiEN RAIN IS IMMINENl. 3. OCVICES SHALL NOT BE MOVED OR IMXllAED WITHOUT THE APPROVAL or THE CITY BUIWING OfTICIAL OR, !N ~ EMERGENCY, BY Tl";£ DESIGN CIVIL ENGINEER OR OESlr.HEl, 4. Ali REMOVABLE PROTECTIVE DEVICES SHOWN SHAU. BE IN PLACE AT lHE END OF EACH WORKING DAY l\tlEN lHE FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT FORECASTS SHALL BE RECEIVED ~OM BROADCASTS PROVlOEO BY THE UNITED STAT£S WEATHER SERVlCE. S AmR A RAINSTORM, All SILT ANO D£8RIS SHALL BE REMOVED FROM CH£CK BERMS ANO DESILTING BASINS A~ THE BASINS PUMPED ORY. ANY CRA0£0 SLOP£ SURFACE PROl[ClKJH MEASURfS DAMAGED DURING A RAINST~M SHAU ALSO BE 11.it.EOIATELY REPAIR£0. FAit.URE TO PROVIDE EFFECTIVE MAINTDIANCE MAY RESUlT IN PENALTIES 6 lliE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS v.tiERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION 7 AREAS SHAil.. BE MAINTAINED IN SUCH STATE THAT FIRE ACC£SS SHAU.. BE MAINTAl~O AT ALL TIMES (INOJJOJNG ACCESS TO NEIGHBORING PROPERTIES). B FAft..URE TO HAVE EROSION CONTROL MEASURES tNSTALlfO AT THE REaUIREO TIMES Will RESULT IN FORF!llURE OF TH£ CLEAN-UP ANO ~PLETION DEPOSIT. WORK SHALL NOT CONTINUE UNTIL lliE 0£POSIT IS REPLENISHED. 9, ALL LOT PADS SHAU. BE DESIGNED TO DRAIN TO AN ACCEPTABLE LOCATION AT A MINIMUM OF 1 PERCENT. 10 DEVICES Sl!All BE PROPERLY MAINTAINED IN PLACE UNTIL PROJECT COMPLETION; TORN GRAVEL BAGS SllAU. BE REPLACED. 11 BUILD-UP Of SILT AROUND ANY 0£Stt..JERS SHALL BE PERIOOICALlY REMOVED TO THE SATISFACTION OF THE QTY INSPECTOR ANO THE FIELD SUPERl.'ITENOENT. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE f~ TEMPORARY STORAGE Of EXISTING MANHOLE COVERS, f APPLICABLE, UNTIL OES!LTER USE OF MANHOI.£ IS COMPLETE 12. A GUARD SHALL BE POSTED ON THE snr WHENEVER THE DEPTH OF WATER IN ANY DEVICE EXCEEDS 18 INCHES IJ AflER A R""'510Rll. l<UllJ >>'I> ~ 9'All l!C RC-(1!()U l'IBlUC Dl! ..... 5 DI! N'c;. fll!W ll1A'I;$ OR PIPES C( ~f PJ;lQJ1£ROCS. AHO l'1tQM ALL~ Al'IO PRl.VATE .$TRUf$. 14 ~l~~mci~~~~~LLE~~~~~~lm~. SL~~~~~E=y~~~~y ABOVE MENTIONED REQUIREMENTS. 15-EROSION l\NO SEOtf.IENT CONTROL SHALL BE IN PL.ACE ANO MAINTAINED DURING THE ENTIRE CONSTRUCTION PERIOO 16. PROV~[ AT OO'lltfSTRE.AW CATCH BASINS A WAY TO CATCH DEBRIS mow ENTER'NG CATCH BASIN ANO PROVIDE PROTECTION ARClU'IO IT 01.JRING lliE ENTIRE CONSTRUCTION PHASE: (GRAVEL BAGS OR OTHER CITY APPROVED METHOD) PROTECTION MUST BE IN PLACE ANO MAINTAINED OURING THE ENnRE CONSTRUCTION PROCESS 17 PROVIDE PROTECTION DURING ENTIRE CONSTRUCTION PHASE AROUNO ALL INLETS WHERE S~L IS NOT STABILIZED YET WITH VEGETATION (GRAVEL BAGS OR OTHER aTY APPROVED METHOD .) 18. IF 0£El.IID HECESSARY BY OTY NSPECT()R, PROVIDE TWO ROW Hiil-i GRAV£l BAGS OR SlRAW BALES ON lltE SLOPE DOWNSIDE NEXT TO AAY PROPOSED Sil T FrNCES. 19. STA~UZED CONSiRUCTION ENTRANCES MUST BE SET UP PRIOR TO ANY GRADING OR EARTHWORK OPERATION , CONTRACTOR TO MA1NTA\N ENTRANCE OUR1NG CONSTRUCTION 20, SAW CUTTING WATER RUNOFF: SAW CUTIING WATER RUNOFF CONTAINS POLLUTANTS THAT MUST BE CONTAINED ANO DISPOSED Of PROPERLY. THE CONTRACTOR SHALL: PRE\lruT SAW CUT WATER RUNOFF FROM fNTERiNC CATCH BASINS. MANHOLES. ANO STORM DRAINS DIRECT WATER INTO A TEMPORARY PIT, ANO DISPOSE OF THE WATER BY VACUUMING THE WATER INTO A TRUCK ANO REMOVING THE WATER FROM THE SHE PLACE DRIP PANS OR ABSORBENT MATERIALS UNDER SAW CUTTlt.lG EQUIPMENT 'M-IEN NOT IN US( O. lliAN UP SPILlS 'lllTH ABSORBENT MATERIALS RATl4ER lHAN BUR'tlNG DISPOSE Of ABSORBENT MA JERIAL PROPERL Y. 26~ CONCRETE ANO MORTAR PRODUCTS: lllE CONTRACTOR SHALL PREVENT OR REDUCE nlE DISCHARGE OF POllUTANTS INTO STORM WATER OR STORM WATER SYSTEMS FROM CONCRETE WASTE BY CONDUCTING WASHOUTS AT APPROPRIATE OFF-SITE LOCATIONS, PERFORMING ON-SITE WASHOUTS IN A OESICNATED AREA, ANO PROVIDING APPROPRIATE TRAINING FOR EMPLOYEES ANO SUBCONTRACTORS THE CONTRACTOR g.jALL STORE ANO t.llX DRY Ar-«) YU UAlERIALS EITHER Cff-SIT£ OR UNDER COi/ER, AWAY ffiOM ORAINAG£ AREAS FOR WASHOUT Ck CONCRETE TRUCKS, THE CONTRACTOR SHALL PROVlOE APPROPRIAJE Off-SITE LOCATIONS OR DESIGNATED CONTAINED AREAS AT LEAST SO FEET AWAY FROM STORM DRAINS, OPEN DITCHES, STREETS, OR STREAMS. TI-lE CONTRACTOR SHALL PREVENT RUN-OFF FROM DESICNATEO WASHOUT AREAS BY CONSTRUCTING A TEMPORARY PIT OR BERMED AREA LARGE ENOUGH TO HANDLE All PROOUCffi UOUIO ANO SCUD WASTE. ~'HEN CONCREJE SETS, BREAK UP ANO DISPOS£ Of CONCRETE IN CONSTRUCTION FILLS PER OL'lECTIOH OF nlE SOILS ENGINEER OR DISPOSE Of IT AS SOLIO WASTE AND/OR RECYCLE lliE CONTRACTOR SHALL INFORM CONCRETE SUPP\JERS ANO SUBCONTRACTORS Of THE DESIGNATED WASHOUT LOCATIONS ANO DISPOSAL SITES FOR CONCRETE ANO MORTAR PRODUCTS ANO SHALL BE RESPONSIBLE FOR ENSURING lliAT AU. WORKERS USE IT APPROPRIATELY. 27 DURING CONSTRUCTION, CONTRACTOR MUST PROVIDE DAILY STREET SWEEPING , (SWEEP AT END Of EVERY DAY TO PICK-UP OJR T AND/OR 0£BRiS") 28 CONSTRUCTION WATER: THE CONTRACTOR SHALL REDUCE: M EUMINATE DICESSl'V'( CONSTRUCTION WATER TH AT MAY CAUS£ EROSION AND CARRY POLLUTANTS FROM THE SllE. IN ADDITION, THE CONTRACTOR SHALL: STORE CONSTRUCTION WATER IN LEAK-PROOF TANKS LOCATED AWAY FROIA DRAINAGE SYSTEMS USE CONSTRUCTION WATER CONSERVATIVELY. MtENEIJER POSSIBLE, DISPOSE Of EXC£SS WATER ON-Sm:, BY ALLO'MNC IT TO SOAK INTO THE GROUND 29 ASPHALT ANO BlllJMINOUS PRODUCTS: lliE CONTRACTOR SHALL PREVENT OR REDUCE THE DISCHARGE Qr POLLUTANTS FROM ASPHALT ANO BITlJMINOUS OPERATIONS BY PREVENTING RUN-ON AND RUN-OFF or WAl[R DURING PAVING OPERATIONS ANO PROVIDING APPROPRIATE TRAINING FOR EMPLOYEES AND SUBCONTRACTORS IN AOOITION. THE CONTRACTOR SHALL A. AVaD PRIME OR TACK COAtmG OUR1NC 'NET WEATH(R . STORE !.IATERIALS AWAY FROM ORAINAGE COURSES. COVE.R CATCH BASINS ANO MANttOLES 'M-IEN APPL'tlNG SEAL COAT, TACK COAT, SLURRY SEAL, FOG S(AL. ETC , MAKE SURE SANO OR GRAliU PL.ACED OVE.R NEW ASPHALT DOES NOT WASH INTO STORM DRAINS, STREETS, 00 CREEKS DtSPOSE OF OlO ASPHALT PROPCRLY ANO COLLECT, AND REMOVE All BROKEN ASPHALT FROM lliE SITE, ANO RECYCLE 'M-tENEVER POSSIBLE. F. 00 NOT DISPOSE OF ASPHALT PRODUCTS INTO WATERWAYS. G. rDllOW THE STORM WATER PERMITIING REQUIRE'-IENTS FOR INDUSTRIAL ACTIVITIES IF PAVlNG INVOl~S AN ~-sur \ll JIG PU.tH. I 11 ~:©1 () ii I I[ ,--~--=-=..:.=------------==---~--- / -........ PLAN 20· 15· 10 ' s· o' 20' GRAPHIC SCALE: I "=20' EROSION CONTROL CONSTRUCTION NOTES: INSTALL SINGLE ROW Of GRAVEL BAGS, ON£ HAG H!CH (SE-6). INSTALL GRAVEL BAG VELOCITY REDUCER PER DETAIL ON SHEET C-9 (SE-6) INSTALL TEMPORARY DRAINAGE INLET FOR CATCH BASIN PER DETAIL ON SHEET C-9 (SE-10). INSTALL STABILIZED CONSTRUCTION ENTRANCE/EXIT PER CAUrORNIA BMP HANDBOOK TC-! ANO OETALL. ON SHEET C-9. FINAi.. LOCATION TO BE OCTERMINEO DURING CONSTRUCTION VEHICLE ANO EQUIPMENT CLEANING (NS-8). CONCRETE WASH MANAGEMENT (WM-8), EROSION AND SEDIMENT CONTROL NOTES: (CONTINUED) JO HOUSEJ([PING/CIL\~\IP: THE CONTRACTOR !Jf41.l. PREVE.NT POLLUTION 'X" J(ORM WATER FROt.1 CLEAN-UP AND Dl!il1flSAL OPERAOO...:S BY USING GOOD HOUSDtEl?ING METHOOS . WHEN f\.\IOS OR ORY MATERIALS SPILL ClEAN-UP SHOULD BE IMMEOIA TE. niOROUGH, 00 ROUTlNE. THE CONTRACTOR SHAU. NEVER A TIDIPT TO "WASH lHEM AWAY" 'MlH WATER OR BURY lHEM TH£ CONTRACTOR SHAll REPORT SIGMflCANT SPM..LS TO TH[ APPROPRIAJ[ SPU R(SPONSE AGENOES !MM£01A TilY. 1HE CONTRACTOR SHAU R£CCX:NIZC THAT Olrf"ER£NT TYPES CF !i!ATERIALS HAVE OIFTERENT C»S?OSAL REQUIREMENTS ANO FOLLOW APPROPRIATE PRACTICES. lli( CONTRACTOR SHALL CONflNE NON -HAZARDOUS DEBRIS TO OlJMPSTERS, COVERED AT NIGHT OR DURING YU WEATHER, ANO fA.'« THE DEBRIS TO A LANDFi\L f'Qt RECYCLING OR OISP05AL lliE CONTRACTOR SHALL HA NOLE HAZARQcus DEBRIS IN ACCOROANCE 'r\nlt SFECIFIC LAWS AND RfQAA TIONS ANO DISPOSE Of lH(.M PROPERLY. A SEPARATE PERMIT '-IAY BE. REQUIRED . COMt.ION HAZARDOUS DEBRIS FOUND ON CONSTRUCilON SITES ARE: LIOUIO RES\OUES FROM PAINTS, THINNERS, SOLVENTS, GLUES, ANO CLEANING flutOS; LEACHING AGENTS fRO),I lUMBER SUCH AS FORl.IALOEHYD£, ARSENIC, COPPER, CREOSOTE AND GmOWIUM; MOTOR OIL; GEAR OIL; ANTIFREEZE FLUIDS; BRAK£ FLUIOS; ETC; AND UNUSED PESTICIDES JI. tf5'fS um Qf.W IAfIB .\C f Of !HQ mtftw£'1 ho QNUpypiIS) QjC JJlfll(NH W&t !fYil IQ Jtt; an rna:.-rcs Ill run N!Q qn"'Y A?fBGYM. cm a vu wa1 m uA.·t~ r eu..11 = ~~'°=~~Ry! l2. !fPO£!j ff)U$lR!H mwt HJ rR.J,Q!NQ !H rxiiss or I AQff THE APPLICANT SHALL SUBMIT A NOTICE Of NIEHl {NOi) TO THE CAl$'IJWI A STAT£ WA1£R RUQIRC£ GOffntel 80o'JI) FOR COVERAGE LNJCR THE ST ATE NAMUAl POLLUTANT DSOtAAt( ELll.INAJION SYSIOi PROl'JW' (tMJES) G(N[RAL PERMIT FOR STORM WATER OISC'ttARGES ASSOCIATED 'MTH OEVE.LOPMENT/CONSTRUCTION ACTIVITY IN EXCESS (J' 1 ACRE OF LANO EVIDENCE THAT THIS REQUIREMENT HAS BEEN MET SHALL BE SUBMITIEO TO THE CITY ENGINEER , JJ THE CITY OF SAN JJAN CAPISTRANO, IN CONFORMANCE Y11nl lliE CITY'S NATIONAL POLLUTANT OISCHARGE EW ATION SlSf[W (NPOES) POMIT, IS OEOICAftO TO THE ELIMDl/ilikf~TION OF WATER POU.UTION AS A RlSU..t or cotJSfR\JCTION PRO..(ClS. THE CO.-HllACTOR S'rlALL ~T *I»i ll-IE ITEWS DESCR58(0 N THIS SECTION NEC~ JO £UMOl'Artnf..DUC£ 1'.\Wf f'OUUllOf', SAID ITEMS AR£ INlEHOEO TO ~0£ PREVENOON, COORQL, AND 48Altli(lil or WlofUl fld..LUfk>N INTO STORM ORAJN SYSIDtS, Stiiltl.VS, ANO ANY OittER BODIES OF WATER AS A RESULT CF THE CONTRACTOR'S OPERATIONS. THESE ITEMS ARE SUPPLEl.IENTAL TO THOSE REQUIRED Of THE CONTRACTOR IN SECTION 7-8 flROJECT SITE MAINTENANCE • Of THE GREENBOOIC THE PERMITTEE SHALL PLACE EROSION CONTROL DEVICES IN ACCORDANCE \lllTH THE CITYS APPROV£0 Sli\NOARDS REGARDING EROSION CONTROL AND THE CITY OF SAN J.JAN CAPISTRANO GRAOING ORDINANCE, ANO TO THE SAllSFACTlON Of" THE BUILDING AND ENGINEERING DIRECTOR AND/OR DESIGNATED STAFF P£RUITI££ SHALL BE RESPONSELE FOR PROVIOING THE FR[( FLOW Of STORM RUNOff AHO nooo CONTROL CHANNELS, STORM Q.Wt¢ ANO TRIBUTARU ~G THE COHSTRUqlCN PERICO; ANO PERMITIEE AGREES TO ASSUME ALL UABILHY f(lil ANY ANO ALL O~ nlAT t.AAY SfE.5Ul{ FROM SlJCH. PERl.llITEE SHAll O(~GN ANO IMPLEMENT SEDIMENT BASINS OR USE ANY OlliER APPROVED METHOD TO l.llNIMIZE DOWNSTREAM SEDIMENT TRANSPORTATION DURING STREAM FLOW All SOOPLUS EXCAVATED MATERIAL StiAll BE 06SP05£0 OF IN ACCOROANC( \llllli THE CITY'S GRADING OROINANCE ANO WATER QUALITY OROINAACE 06SPOSAL AREAS W.ll BE unuzco IN A MANNER lliAr ENSURES ADEQUATE EROSION CONTROL PROrECTION AND lHE PREVENTION or PONDING, AS APfRO'vt:O SY fHE CITY BUILDING ANO ENGINEERING DIRECTOR ANO/OR OESIGNAIEO STAFF ALL DISPOSAL (STOCKPILING) StJES WITHN THE CITY MU ST 8( PERMITIED 1'11TH A GRADING PERMIT. 24" n GRAVEL BAGS 2 BAGS HIGH GUTTER EDGE FLOW LINE fg1\ GRAVEL BAG VELOCITY REDUCER DETAIL: v "°' 10 SCA!( SECTIONC-C FABRIC c c { CORRUGATED STEEL PANELS .·p ·~·~~L~1f . ~·1J''tftq1 ;; '.t.<i<. ~~..::·1 " .~~~ :.i1J~~~ 2 . I 2•' I I 50' MIN . @STABILIZED CONSTRUCTION ENTRANCEJ EXIT DETAIL: ~l TO $CAI.£ •o' b-,,-c:::: -Ji r .J I ~. ··--I c I -rz l ~ ~- ~ I GRAVEL BAGS AR[ ENCOURAOOJ OVE.R THE USE Of SANDBAGS ANO i.MY BE RECUREOIN ,+JUS'MilrJi ARE PARTIC\AARLVS£NSITl\IE TO S£DIMENI OCPOSITU. A POltllOtl Of l'r£ CATCH BA~ MAV 8£ C<»fSTR\lClffi IH Pl.ACE Of SA008ACS. Sff CITY Of l.ISSION \ot[J) STANOA.lftl l'l.AN Ho 453 fOR AOOlllOHAl 11.f"att.IATION EROSION CONTROL MEASURES PRE-CATCH BASIN CONSTRUCTION 0 :i! !;; ~ @f <.:> ~ 1 '" ~ 0 -1 0 0 . " .- f!.M! EROSION CONTROL MEASURES POST-CATCH BASIN CONSTRUCTION fg2' EROSION CONTROL FOR CATCH BASINS: ~ NOT ro SCALE c....- -, CITY OF SAN JUAN CAPISTRANO ~ z g Ul :!. li:z e, 5o u ~- g c Ul > 1:: w 0 O'.: i = ,; 0 DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION VERDUGO STREET BEAUTIFICATION PROJECT (CIP 14106) EROSION CONTROL PLAN VERDUGO STREET AND CAMINO CAPISTRANO PREPARED UNDER THE SUPERVISION OF: 115 ADAMS STREETER c1.11 l•11 •• ,,. 161SS V0H 1'A;j\.IAN 4.V~NU£. S .. rr:: 150 ')4'J4/42l30 id1millree1ercom ACCEPTED BY: JEROME PARCO, CITY ENGINEER, Rt[ 5DJ85 ACCEPTANCE AS TO CONFORIMNC[ WITH l\PPUCA8LE CITY STANDARDS AND PRACTICES DE51GN£0, DRAWN: JO JO 7 ·I 1-19 CHECKED: OAiF: SHITT C-11 2' KHOON Y TAN Rt[ C5DIJ1 EXP 6-30 20 DA.TE KT 7-11-19 SHI. 11 Qf 2a PLOT DATE: 7-tt-19 EXRl-1.~ R6-1, RS-1a L:.:::J ~ GENERAL NOTES SIGNING AND STRIPING SHALL CONFORM TO PART 2 SIGNS AND PART 3 MARKINGS OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL ornCES (CA MUTCD) ANO ANY ADDENDUMS THERE TO OR LATEST EDITION, THESE PLANS AND SPECIAL PROVISIONS. 2. All STRIPING ANO PAVEMENT MARKINGS SHALL BE PAINT IN 1WO COATS, UNL!SS OTHER'MSE Sf'(C1FIED. 3, ALL CONfLICTING STRIPINCS, PAVEMENT "4ARKINGS, AND CURB PAINT SHALL BE REMOVED BY WET SANDBLASTING OR OTHER APPROVED METHOD PRIOR IN INSTALLATION OF NEW STRIPING. All CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVEO. 4, PAVEMENT THAT IS DAMAGED DUE TO REUOVAl Of MARKERS OR SlRIPING SHALL BE REPAJRED TO THE SATISFACTION Of THE C1TY INSPECTOR. lliE CONTRACTOR SHALL CONTACT THE OTY OF SAN JUAN CAPISTRANO INSPECTION SERVICES FOR INSPECTION 40 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. 6. CONTRACTOR SHALL VERIFY AU EXSTING CONrnTIONS AND DIMENSIONS BEFORE STARTING v.cRK. IF CONOITlOOS ElOST \\lilCH ARE CONTRARY TO THOSE SHOYrN ON THESIE PLANS, THE CITY Of SAN J.JAN CAPISTRANO INSPECTION SERVICES SHALL BE NOTIFIED BEFORE PROCEEDING 'MTH WORK. 7. All WORK SHALL CONFORM TO THE PLANS AND SPECIFICATIONS IN All RESPECTS AND SHALL BE SUBJECT TO APPROVAL BY THE CITY ENGINEER. 8-All lRAfflC CONTROl WORK FOR CONSTRUCTION SHALL CONFOOl.I TO PART 6 -TEMPORARY TRAFFIC CONTROL Of THE CALIFORNIA MANUAL ON UNIFORM TRAfFlC CONTROL DEVICES (CA MUTCD) AND ANY ADOENDUMS THERE TO OR LATEST EDITKJN AND THE LATEST EDITION Of WORK AREA TRAFFIC CONTROL (WATCH). I 1 12,7' CONSTRUCTION NOTES OJ INSTALL WHITE T'tPE IV LEFT ANO RIGHT ARROWS. 0 INSTALL 4" YELOW CENTER LINE (DETAIL 22 CA MUTCD). 0 INSTALL YELLOW PAINTED CURB. 0 INSTALL 4" WHITE PARKING STALL m INSTALL WHITE TYPE I ARROW. [fil REMOVE EXISTING STRIPING BY WET SANDBLASTING. §;] RELOCATE EXISTING SIGN TO NEW LOCATION. m INSTALL SIGN PER DESIGNATION. SEE CALIFORNIA MUTCD. .~~ .... ~~-;:--~~--=--.... ~-----,1 u ,, " . EX SAN JUAN CAPISTRANO GUIDE SIGN EX NO PARKING !IL ENTIRE BLOCK SIGN VERDUGO STREET ::U~ ,1 .L 14' I 0 0 '! • ... ,... ....,,==========""======~~--::~:~~~--~~~~n'==================================;r================;====r.-~~ .. :- :: !: 14' !! ~ NO PARKING ENTIRE D BLOCK W14-1 NO PARKING ENTIRE BLOCK so' l EX NO PARKING ENTIRE BLOCK SIGN r __ _J -:~-==--.:=t.::.::== '==="'==;~ =y :====r , ' ' '(\, ' ' = s R5-1 R1-1 9 STRIPING SHALL BE CAT TRACKED ANO APPROVED BY THE CITY INSPECTOR PRIOR TO FlNAL INSTALLATION. 10. ALL SIGN FACE REFL!CTIVE SHEETING SHALL BE HIGH INTENSITY GRADE 'MTH PROTECTIVE OVERLAY FILM. ;;,,! EX R30~(C/\), LOADING ZO.~£. R32(CA) . ' \ --, ~ -I . ' --, 1 1 ~,, Pirzadeh JO Execu tivc Park Suite 270 lrvlne, CA 92614-4726 &. ASSOC IATBS. INC. 1;(949) 851-1367 "{949) 851-5179 www .pirzcdeh.com ~ -tt11 : i ' ' "' 0 .. 22' !J R6-1 R5-1a L ' I' 0 ONLY ONLY z i c R61-19(CA) u CITY OF SAN .JUAN CAPISTRANO DEl'ARn.ENI' OF PUllUC WORKS VERDUGO STREET BEAl/TIFlCATION PROJECT (CIP 14106) SIGNING AND STRIPING PLAN ~ U! VERDUGO STREET AND CAMINO CAPISTRANO « :Z1---------------...---------------~ ~ Q PREPARED UNDER THE SUPERVISKJN OF: ACCEPTED BY: "' (}) d z > w 0:: 6-20-19 PETER K. PIR2ADEH DATE R.C E. J52B.I £XP 9/30/19 JEROME PARCO, CITY ENGINEER, RCE 50385 ACCEPTANCE AS TO CONFORMANCE WITH APPLICABLE CITY STANDARDS ANO PRACTICES DESIGNED: PYH DRAWN: PYH CHECKED: IJAI[: PKP 6-20-19 SHEET T-1 SHT .12 Of'28 -----·-. -- NOTES THIS SHEET 1-TRAFFIC SIGNAL, LIGHTING, STRIPING ANO MARKING SHALL CONFORM TO THE STA TE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANOARO SPECIFICATIONS -SECTION 86, STANDARD PLANS 2018 EDITION, UNLESS OTHERWISE NOTED ON THE PLAN. 9. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT BY DIALING 811 FORTY-EIGHT ( 46) HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF THE UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE OR INTERFERE WITH THEIR SERVICES. 2. CONOUCTOR ANO POLE SCHEDULES ARE FURNISHED AS INSTALLATION GUIOELJNES ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. 10. INDUCTIVE LOOPS SHALL BE 6'X6' Willi 10' SPACING IN l\iE DIRECTION OF TRAVEL . NECESSARY STRIPING SHALL BE LOCATED PRIOR TO POSITIO NING DETECTORS. 3. ALL WIRING SHALL BE MARKED (TAGGED) WITHIN THE CONTROLLER CABINET FOR PHASE IOENTIFICA TION. 11 . NEW APS PEDESTRIAN PUSH BUTTONS SHALL BE POLARA BULLDOG NO. BDU-B WITH STAINLESS STEEL BUTTON ANO BLACK BODY ON BLACK FRAME. 4. ALL NEW UNDERGROUND CONOUITS SHALL BE SCHEDULE 80 PVC, 2" MINIMUM. 5. SIGNAL, LIGHTING, AND ELECTRICAL SYSTEMS SHALL CONFORM TO THE CITY OF SAN JUAN CAPISTRANO TECHNICAL PROVISIONS. 6. NEW VEHICLE HEADS SHALL BE 12" L,E.D. (LIGHT EMITTING DIODE). 7. ALL NEW APS PEDESTRIAN PUSH BUTTONS SHALL BE INSTALLED IN CONFORMANCE WITH ADA REQUIREMENTS. 8. POLE LOCATIONS SHOWN HEREIN ARE APPROXIMATE PRECISE LO CATIONS SHALL BE ESTABLISHED IN THE FIELD ANO VERIFlrn BY THE ENGINEER . CONTRACTOR SHALL POTHOLE ALL NEW SIGNAL POLE LOCATION. 1-•8(8),-, i I _, EXISTING SOG&E SERVICE EX . 2"C SERVICE CAMINO EX 2"C, 1 DLC POLE SCHEDULE POLE DATA SIGNAL LUMINAIRE SIGNAL MOUNTING NO. TYPE HEIGHT M.A. M.A. HPSV VEHICULAR l I ) 19-3-70 30' 30' 15' 200 SV-2-TB l2) 1-A 10' ---TV-2-T l3) ·~ 27'8" 18' 6' 200 SV-1-T 14) 1-A 10' ---TV-2-T 15) II 27'8" -6' 200 - 16 1-A 10' ---TV-1-T 7 19-3-70 30' 30' 15' 200 SV-2-TB 8 16-2-70 30' 20· --SV-2-TBCNl 9 PPB POSTIN) .f(N) ---- 1 PPB POSTIN) 4'(N) ---- 1 17-2-70 30' 20' 15' 200 SV-1-T H,(11) 10'(11) ---1V-H1R) I 1-A<lll 10'(11) ---1V-1-TIR) ALL EQUIPMENT ARE EXISTING UNLESS NOTEO 01\iERWISE (Nl = NEW EQUIPMENT (R -RELOCATE!) EQUIPMENT • -NEW APS PEDESTRIAN PUSH BUTTON M.A. PEDESTRIAN 2 MAS SP-1-T -SP-1-T MAS SP-2-T -- -- -SP-2-T 2 MAS - MAS SP-1-T -- -- MAS ""..;"!-.!.'~' -Sl'-1-TIR) -Sl'-1-T(ft) PED. PUSH BUITON POLE LOCATION PHASE QUAD . ·e· "E" ·c· 6P N AS SHOWN 2.5' 6P s AS SHOWN 6P/6P N/E AS SHOWN ---15' 2,5' 6P w AS SHOWN 6P N 1• 2,5' --AS SHOWN 2.5' --AS SHOWN 2 5' _, NIN) B'(N) -2.S'CN) •l!l'(N) N(N) -5.5'(N) 2.S(N) --2' 2.5' ol!l'(N) !!CN) 4'(11) -5.S'(R) oep(N) WIN) O.S(R) -I0.5'(11) DETAIL 'A' EX R9-3, R9-3bP TYPE "A" SIGN (DOUBLE FACE} Ortego Hwy <- - Ortega Hwy -> - - - Verdu90 St <- - - - Verdugo St -> - - w N v; 72" - 72" -- - 72" - - - 72• - - DETAIL •c• CONSTRUCTION NOTES QJ ~~~~ ~~DCl~L~~. ~~~Tr:~ ;f~u~tBi~~~~~o TYPE II SERVICE CABINET. INSTALL NEW CITY FURNISHED TYPE "P" CABINET, ECONOLm; ARIES COBALl ATC TS2 TYPE 2 CONTROLLER, INSTALL CITY f\JRNISHEO BAffiRY BACK-UP SYSTEM AND CABINET ON SOUTH SIDE OF CONTROLLER CABINET. INSTALL NEW CABINET ON EXISTING FOUNDATION. RELOCATE EXISTING TYPE 1-A POLE PLUS ALL EQUIPMENT. REMOVE ElClSl'ING FOUNOATION AS NECESSARY FOR THE NEW PEDESTRIAN PAVERS. 0 INSfALL CITY FURNISHED 88S EQUIPMENT AND CABINET ON SOUTH SIDE OF CON'll«lll!R CAlllNET, ~ ABANDON . IF APPLIED TO CONDUIT, REMOVE CONDUCTORS . ~ INSTALL CONDUIT INTO EXISTING PULL BOX , ~ RELOCATE EQUIPMENT. ~ REMOVE ANO SALVAGE EQUIPMENT. ~ SPLICE NEW TO EXISTING CONDUCTORS. -1-Z~- scALE: 1 .. ~ 20' EX. TElEP>ION£ 5ERVIC£ POLE LOCATION DETAIL "C" = DISTANCE TO CENTER OF POLE NO SCALE DETAIL "B" UNDERGROUND STRUCTURES All UNlllRt:ROOllO UIUJ£S OR SlRIJCTUR!S R!POOllD BY 1H[ OYIN[R 1111 oms ll<D nm SliO!N llR 111[ RECl'4lOS OOIOIED ARE Mllt:AlID il1H 11ll! Al'fROOOlI lllC!TION 11<0 EXlIHT, 111E 111!N[R BY ACCIP1NG IDE PUNS OR PllOCUDlllG ~111 llll'ROl{l(NJS PIJ!SUll<T muo AGREES TO ASSIJll£ UlllUTY I/ID 10 HllD lllllOm(J) HAJWSS rllR ANY llAllA!B R!~1WG l1lal 1l£ 00S1™I 1J -ururu OR S1RllC11ID NOT lll'O!TlD TO 11£ INlliSQ(D; l«IT IDCAT!D llR 1l£ Pl!llJC RUD<OS IJCAIHlk 111! llWTRACTOR IS R!ll.OR!O TO TIM OOE PRECAUTlllRARY WEISJRES TO PllOlICT 111[ U1UTIS llR S11ft!:1\/i!S '>MliiN Allll ANY om U1UTES OR SlRIJCW:S fWIO AT 11£ gJE. IT Sl!All 8( 1Jl[ CllRTR.\CfllR'S RESPCNg11m 10 NOTIN 1H£ ll'lllfllS IJ 111! U1UTIES llR SlRIJCnJR!S CllRCERllED lllJORE STARTING IQlJ( A>~ lO b .ccuU-.,s Pof11. Suite 270 Irvine, CA 92614-4726 Pirzadeh & ASS OCJA TES, INC. "(949} 851-1367 1:(949) 851-5179 www .pirzadeh.c:om PHASE DIAllRAll O'"-C -t.At! 0-.-\._ .. '\ Y I ft OVL 8 • 08 (TIMED) OVL C • 01+o4 (TIMED) _) ~- 07 08 CONDUCTOR SCHEDULE H '' • t RUN NUMBER CIRCUIT ~ 7 •8.•3 I -/021/-/..1/-~IY-/,l/-/.'.I/< /-,(./-/. Y-/, Y-/. ~ 8 •2.0VL C, •2P I -1-1/-/..1/-/..1/-/..1/-,(.1/-,(. Y-/_' Y-/. Y-/_' Y-/~ •2PPB1-l/-/..l/-/..l/-/..l/-/.'.l/-/.l/1/.'.i/1/.l/1/.'.l/1/- c..> 1: •2.•2P I ~ o; •3.•2P / Ill TOTAL •2PPB,-l/-/J/-/.1'/-217-/.'.l/-LL/-/. Yi,( Yi,( Yi/.. •2PPB1-/-..(1/-7-1/-7-17-/.'.'. /-/.'.'.I/-/./-,( Y1,.{ Yi/.. IY2~l¥47-IY~~/..Y~IY1Ll/~~L~~ SIGNAL COMMON 1 1 1 1 1 1 1 2 2 #1 Q LUMINAIRE 2 2 2 -2 -2 4 4 TOTAL 3 3 3 1 3 1 3 6 6 ., 3 33----33 02 ------1 1 I LOOP ~·~3'--~~~~~~--!~-~+-----l~-~+-----l~-~+-~l--l~~l-1---'1--J~~l-I 2 2 --3 3 04 OET CABLE~0..:5~~~~~~~-l-~-~l-----l-~-~l-----+~-~1-----+~-~1-----l-~---l 2#16 1-•..:6'--------4---1----t----l----4---l----4---l-----4-----l ~7 --.... 1 1 ---1 •8 TOTAL CONDUIT SIZE CONDUIT FILL PPB = PEDESTRIAN PUSH BUTTON ALL NEW CONDUCTORS ALL CONDUITS ARE EXISTING -2 2 --2 2 4 4 3 5 5 3 3 3 4 12 13 3• 3" 3" 3" 3• 3" 3 • 3• 2-3" 137. 207. 257. 77. 15?; 7,.; 187. 507. 31:1 Underground Service Alert IMPORTANT NOTlCE ~Coll : 8-1-1 SECTION 4216-4217 OF l\iE GOVERNMENT CODE REQUIRED A DIG ALERT IOENTIFICA !ION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE' WILL BE VALID FOR YOUR DIG ALERT 10 NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG. ~1'1!)GQIC04'<1Cl<'1C'IQ/DO CITY OF SAN .JUAN CAPISTRANO DEPAlm.ENT OF PUBUC WORKS ~ CMS!ON VERDUGO STREET BEAUTIFICATION PROJECT (CIP 14106) TRAFFIC SIGNAL MODIFICATION PLAN VERDUGO STREET AND CAMINO CAPISTRANO ~ [/) O:z fi Q f-P-R-EP-AR_ED_U_N-OE-R-TH_E_S-UPE-RVl,--SIC-JNO"'r:-----.-A-CC-EP_TE_O_BY-,------------1 ~ U'i > w 0:: PETER K. PIRZA!lEH R.c£. J52B.l EXP 9/J0/19 JEROME PARCO, CllY ENGINEER, RC£ 50JB5 ACCEPTANCE AS TO CONFOR.\WIC[ WITH APPUCABL£ CITY STANDARDS ANO PRACTICES O[S!GNED: DRAWN: 6-20-19 PYH PYH DATE CHECKED: OATE: PKP 6-20-19 SHEET T-2 SHI.. IJ Of 2J! SITE UTILITY NOTES 1 LIGHT LINE WEIGHT INDICATES EXISTING CONDITIONS, DARK LINE WEIGHT INDICATES NEW WORK 2, UNDERGROUND CONDUITS CROSSING STREETS AND DRIVEWAYS SHALL BE ENCASED IN A REINFORCED CONCRETE ENVELOPE (U 0 NJ REBAR CAGES HALL EXTEND FIVE (5) FEET MINIMUM BEYOND THE PAVEMENT (INTO THE LANDSCAPED AREA) 3 AT LEAST THREE WEEKS PRIOR TO STARTING EXCAVATION OR TRENCHING, THE CONTRACTOR SHALL PERFORM AN UNOEAGAOUNO SITE SURVEY UrlUZING AN INDEPENDENT ELECTRONIC LOCATOR SERVICE COMPANY TO VERIFY THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITY PIPING ANO CONDUITS. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL A SITE SURVEY REPORT TO THE UNIVERSITYS REPRESENTATIVE WITHIN FIVE (5) WORKING DAYS AFTER THE SURVEY IS PERFORMED THE SITE SURVEY REPORT SHALL SHOW THE LOCATION FOR EXISTING UTILITIES AND IDENTIFY ANY POSSIBLE CONFLICTS SElWEEN THE NEW WORK ANO EXISTING UTILITIES CONTRACTOR SHALL POT HOLE USING VAa.JUM POT HOLING EQUIPMENT TO LOCATE EXACT LOCATION ANO DEPTH OF EXISTING UTILITIES 4 EXISTING AND NEW MANHOLES, VAULTS ANO CABLE TRENCHES SHALL BE VENTILATED TO KEEP OUT HARMFUL GASES AND OUST DURING WORK AND INSPECTION AS PART OF THE BASE BID , THE CONTRACTOR SHALL PROVIDE BLOWERS FOR VENTILATION OF MANHOLES, VAULTS AND TRENCHES Dl.111NG WORK AND ~'llSPECTIONS PEA OSHA REGUlA TIONS 5 THE CONFIGURATION OF THE DUCT STRUCTURE MAY BE MOOtFIED WHERE CONFLICTING UTILITIES Will NOT ALLOW 36 TO THE TOP OF THE CONCRETE ENVELOPE PROVIDE AN ADDITIONAL 2 OF CONCRETE TO THE TOP OF THE ENVELOPE FOR EVERY 6" OF DEPTH REDUCTION OR PART THEREOF CHANGE lN DEPTH SHALL BE MADE UPON UNIVERSITY WRITTEN APPROVAL SUBMIT REQUEST MINIMUM THREE WEEKS IN ADVANCE WITH AL TERNA TE OPTIONS AT NO ADDITIONAL COST TO UNIVERSIT'f I THE CONTRACTOR SHALL PROVIDE All REQUIRED TRAFFIC CONTROL PER CAL TRANS STANDARDS INCLUDING SIGNAGE, BARRIERS, ETC AND ~NIMIZE TRAFFIC lNTEARUPT!ONS IN ACCORDANCE WITH THE REQUIREMENTS OF THE UNIVERSIT'tS REPRESENTATIVE 7 MINIMUM TWO WEEKS PRIOR TO SCHEDULING AN ELECTRICAL OUTAGE, THE CONTRACTOR SHALL DISPLAY TO THE UNIVERSITY'S REPRESENTATIVE AN ON SITE INVENTORY OF MATERIALS ANO EQUIPMENT NECESSARY TO PERFORM THE WORK DURING THE OUTAGE SUBMIT WRITTEN REQUEST INDICATING AREAS AFFECTED BY THE SHUT DOWN PROVIDE BACKUP POWER TO MAINTAIN POWER TO AREAS AFFECTED 8 THE CONTRACfOR lS RESPONSIBLE FOR THE PRESERVATION OF ALL EXIST ING UNDERGROUND UTILITIES, PIPELINES, CONDUITS (INCLUDING SITE LIGHTING), IRRIGATION PIPING (INCLUDING SPRINKLER HEADS) OR OTHER STRUCTURES THE CONTRACTOR SHALL TRACE AND IDENTIFY AN'1 EXISTING BRANCH CIRCUIT PRIOR TO DEMOLITION ~ DRAWINGS SHOW APPROXIMATE LOCATION OF SOME EXISTING UTILIT IES AS SHOWN ON THE AS-BUILT" RECORDS OF THE UNIVERSITY ANO FIELD INVESTIGATION DURING DESIGN 10 THE CONTRACTOR SHALL UNCOVER ANO EXPOSE ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING MACHINE EXCAVATION ANY CHANGES IN DUCT BANK GRADE OR ALIGNMENT REQUIRED BECAUSE OF EXISTING UNDERGROUND UTILITIES SHALL BE MADE ONLY UPON WRITTEN APPROVAL OF THE UNlllERSITY S REPRESENTATIVE 11 CONDUIT OPENINGS PROVIDED IN EXISTING ELECTRICAL MANHOLES SHALL BE CORE DRILLED REFER TO DETAIL X, ON SHEET EXXX 12 THE CONTRACTOR SHALL REMOVE ANO REPLACE THE ENTIRE CONCRETE PANEL FOR PORTIONS OF ANY CONCRETE WALK DISTURBED BY THE ELECTRICAL DUCT BANK INSTALLATION THE NEW CONCRETE PANELS SHAL L MATCH THE EXISTING ADJACENT PANELS (INCLUDING COLOR) 13 THE CONTRACTOR SHALL MANDREL EXISTING DUCTS ANO THOROUGHLY SWAB TO REMOVE ANY OBSTRUCTION PRIOR TO THE START OF ANY CABLE INSTALLATION 14 PROTECTION OF EXISTING TREES , SHRUBS AND LAWN (GRASS) A ALL EXIST ING TREES AND SHRUBS SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION B TREES AND SHRUBS DAMAGED DURING CONSTRUCTION SHALL BE REPlACEO IN UKE KJND AS PART OF THE BASE BIO C REPLACEMENT TREES AND SHRUBS SHALL BE GUARANTEED IN ACCORDANCE WITH SECTION 0 r 700 D ANY LAWN (GRASS) DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED PROVIDE HYDROSEED IN ACCORDANCE WITH UNIVERSITY REQUIREMENTS INCLUDE 2 MONTH MAINTENANCE PERIOD E LOCATE ANO CAP ANY EXISTING IRRIGATION TO PREVENT POSSIBLE WATER RUNOFF 0Nf0 CONSTRUCTION AREA, WHILE MINIMIZING DAMAGE TO ADJACENT UNDISTURBED PLANTED AND IRRIGATED AREAS 15 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSPECTION AND MOD IF ICATION OF THE EROSION CONTROL DEVICES, AS NECESSARY, DURING CONSTRUCTION THE CONTRACTOR 51-IALL BE RESPONS IBLE FOR THE CONTINUAL MAINTENANC E OF EROSION CONTROL DEVICES DURING CONSTRUCTION 16 ALL LOOSE SOIL ANO DEBRIS SHALL BE REMOVED FROM ROAD AREAS UPON STARTING OPERATIONS ANO PERIODICALLY THEREAFTER AS DIRECTED BY THE UNIVERSITY S REPRESENTATIVE 17 ALL UTILITY TRENCHES SHALL BE BACKFILLED WITHIN 24 HOURS AND MUST BE BACKFILLED BEFORE THE ENO OF THE WORK DAY IF A 20 PERCENT CHANCE OF RAIN IS PREDICTED 18 CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PREVENT EROSION DURING CONSTRUCTION GRAVEL BAGS SHALL SE USED WHENEVER RAIN IS IMMINENT !F GRAVEL BAGS ARE NOT USED EACH DAY, ALL R\SK WILL BE ASSUMED BY THE CONTRACTOR GRAVEL BAGS SHAU. BE PlACEO AT BOTTOM TO PREVENT ANY EROSION SITUATION OR SLOPE SLOUGHING DURING CONSTRUCTION 19 EFFECTIVE Pl.ANTING SHALL BE INSTALLED FULLY GERMINATED, AND SHALL EFFECTIVELY COVER THE REQUIRED SLOPES PRIOR TO FINAL APPROVAL THE PlANTING MIX SHALL BE APPROVED BY THE UNIVERSITYS REPRESENTATIVE PRIOR TO INSTALlATION 20 GRAVEL BAGS ANO NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE ANO STOCKPoLED AT CONVENIENT LOCATIONS fO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT 21 ANY PROPOSED ALTERNATE CONTROL MEASURES SHALL BE APPROVED BY THE UNIVERSITVS REPRESENTATIVE PRIOR TO INSTALLATION 22 PAVEO ROADWAYS, SIDEWALKS. AND OTHER IMPROVEMENTS SHALL BE MAINTAINED IN A NEAT ANO CLEAN CONDITION, FREE OF LOOSE SOIL, CONSTRUCTION DEBRIS, ANO TRASH ROADWAY SWEEPING OR OTHER EQUALLY EFFECTIVE MEANS SHALL BE USED ON A REGULAR BASIS TO REMOVE DEPOSITED MATERIALS WATER SHALL NOT BE USED TO CLEAN ROADWAY EXCEPT OF FINE MATERIAL NOT OTHERWISE REMOVED BY SWEEPING OR OTHER MECHANICAL MEANS 23 THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE UNIVERSITY'S REPRESENTATIVE DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE 24 AFTER TRENCHING, BACKFILL AND COMPACTION THE CONTRACTOR SHALL REPLACE, IN KIND ALL DAMA.GEO OR REMOVED TREES OR SHRUBS ANO PROVIDE GROUND COVER TO MATCH THE SURROUNDING AREA 25 THE CONTRACTOR'S WORK IN STREET SHALL NOT DISRUPT TRAFFIC ALL STREETS AND PARKING AREAS SHALL REMAIN ACCESSIBLE DURING CONSTRUCTION ALL WORK SHALL BE DONE IN COMPLIANCE WITH SPECIFICATIONS 26 OPEN TRENCHES SHALL NOT REMAIN UNCOVERED OVERNIGHT STE€t PLATES SHALL BE PROVIDED TO COVER OPEN TRENCHES OVERNIGHT ANO DURING PERIODS WHEN ACCESS TO TRENCH IS NOT REQUIRED PROVIDE ASPHALT PATCH AT EACH EDGE OF STEEL PLATE SO THAT VEHICLE TIRES ARE NOT DAMAGED WHEN DRIVING OVER STEEL PLATES PROVIDE BARRICADES WITH FLASHERS FOR SAFETY OF PEDESTRIAN AND VEHICULAR TRAFFIC 27 STREET LIGHT OPERATION SHALL BE MAINTAINED DURING CONSTRUCTION ANY INTERRUPTION CAUSED BY CONSTRUCTION ACTIVITIES SHALL BE !MMEOIA TELY REPAIRED ANO RETURNED TO SERVICE, ALL AT CONTRACTORS EXPENSE 28 POLE LIGHT FIXTURES DISPLACED BY EXCAVATION SHALL BE REINSTALLED EXISTING BASES SHALL NOT BE REUSED SEE DETAIL SHEET FOR NEW POLE LIGHT BASE DETAILS ALL WORK SI-IA.LL BE AT CONTRACTOR'S EXPENSE 29 CONTRACTOR SHALL PROVIDE AS-BUit T DRAWINGS OF THE EXISTING ANO NEW INSTALLATION CLEARLY IDENTIFYING DIMENSIONS, DEPTH , LOCATIONS OF DUCT BANKS, CABLES. ANO EQUIPMENT AS APPLICABLE ANO ALL PROVIOEO AS PART OF THE PROJECT 30 NEW DUCT BANK SHALL ENTEA/EXIT EX ISTING ANO NEW MANHOLES ONLY ON THE ENDS (SHOAT SIDE) OF EACH MANHOLE .'.11 REMOVE EXJST ING CABLE TAGS ANO PROVIDE NEW CABLE TAGS WITH NEW FEEDER NUMBERS AS INDICATED 32 ALL EXISTING ELECTRICAL AND TELECOM DUCTS INDICATED TO REMAIN SHALL BE PROTECTED IN PLACE 33 CONTRACTOR SHALL FIELD VERIFY AVAILABLE UNDERGROUND DUCTS ANO COORDINATE DUCT ASSIGNMENTS WITH UNIVERSITY MINIMUM 2 WEEKS PRIOR TO START PULLING CABLES 34 PROVIDE SPUCES ON NEW CABLES IN EACH MANHOLE UNLESS OTHERWISE NOTED LEGEND 0 e e ~ 1------( ~---; I----( ~W-W--( 1-----:J A-1 D 0 ® NOTE CALLOUT DETAIL CALLOUT ·NUMBER ON TOP DENOTES DETAIL NUMBER -NUMBER ON BOTTOM DENOTES SHEET DETAIL JS SHOW'N MECHANICAL EQUIPMENT CALLOUT, SEE MECHANICAL PLANS FOR EXACT LOCATION ANO REQUIREMENTS SECTION CAU.OUT FEEDEA CALLOUT EXISTING FEEDER CALLOUT NEWUNE'WORK EXISTING LINEWORI< DEMOLISHED UNEWORK CONDUIT CONCEALED IN WALL OR ABOVE CEILING CONDUIT EXPOSED CONDUIT CONCEALED UNDERGROUND OR BELOW FLOOR CONDUIT EMERGENCY MUL Tl-CHANNEL RACEWAY CONDUIT TURNED UP CONDUIT CAPPED BRANCH CIRCUIT HOMERUN TO PANELBOARD AND C1RCUITS AS INDICATED 3/4 CONDUlf, TICK MARKS INOICATE QUANTITY OF #12 AWGWIRES (UNLESS NOTED OTHERWISE, NO MARKS 1NOICATES2'12 & 11112 GNO WIRES) -SMALL MARK DENOTES HOT WIRE LARGE MARK DENOTES NEUTRAL WIRE DIAGONAL DENOTES GROUND WIRE SWITCH CIRCUIT BREAKER FUSE GROUND CONNECTION METER FUSED DISCONNECT SWITCH NON-FUSED DISCONNECT SWITCH COMBINATION STARTER!DISCONNECT SWITCH MEDIUM VOLTAGE FUSED DISCONNECT SWITCH BOLLARD LUMINAIRE POST TOP LUMINAIRE POLE MOUNTED LUMINAIRE. DOUBLE HEAD CATENAAY /STRING FIXTURE JUNCTION BOX PHOTOCELL FOR EXTERIOR APPUCATIONS UGHnNG CONTROL PANEL • SURFACE MOUNTED PANEL80ARD RECESSED MOUNTED PANELBOARO SURFACE MOUNTED OISTRIBUTKJN PANEV BOA RO ABBREVIATIONS 1/C • @ A OR AMP ABV AC AF AFC AFF AFG AIC AL APPROX ARCH AS ASCC ATC ATO ATS AUTO AUX AWG BAT BEL BKBD BKR BLDG BS c CB cc CEC CF CKT CL CLG CMU co COL CP CPT CR CSFD CT cw cu OIAG DIST OL OM OMM DP DIST OWG OWP EA ECM ELEC EM EMH EMT EPO Ef'R EQUIP EA ERR EXIST/(~ EXP FA FFE FIN FIP FIXT FlA FLA FLUOR FT FACP FATC FMC FO FTG GEN GFI GFR GG GNO HOA HP Hf HTR HZ ICON IE IEO OMC ISC INCAND J,JB ,J·BOX KCMIL KV SINGLE CONDUCTOR ANO AT AMPERES ABOVE ASPHALT CONCRETE AMPERE FUSE RATING AVAllABLE FAULT CURRENT ABOVE FINISHED FLOOR ABOVE FINISH GRADE AMPERE INTERRUPTING CAPACITY ALUMINUM APPROXIMATE ARCHITECT; ARCHITECTURAL AMPERE SWITCH RATING AVAllABt.E SHORT CIRCUIT CURRENT AIR TERMINAL CHAMBER AUTOMATIC THROW-OVER (SWITCH) AUTOMATIC TRANSFER SWITCH AUTOMATIC AUXILIARY AMERICAN WIRE GAUGE BATTERY BELOW BACKBOARD BREAKER BUILDING BARE STRANDED CONDUIT ClRCUIT BREAKER CONSTANT CURRENT CALIFORNIA ELECTRICAL CODE CUBIC FEET CIRCUIT CENTER LINE CEILING CONCRETE MASONRY UNIT CONDUIT ONLY WITH PULL WIRE COLUMN COMMUNICATION PROCESSOR CONTROL POWER TRANSFORt.ER CONTROL RELAY COMBINATION SMOKE FIRE DAMPER CURRENT TRANSFORMER COLDWATER COPPER DIAGRAM DISTANCE DAMP LOCATION LISTING DIGITAL METER DIGITAL METER MODULE DISTRIBUTION PANEL DISTANCE DRAWING DEPARTMENT OF WATER & POWER EACH ELECTRONIC CIRCUIT MONITOR ElECTRICAL EMERGENCY ELECTRICAL MANHOLE ELECTRICAL METALLIC TUBING EMERGENCY POWER OFF ETHYLENE PROPYLENE RUBBER EQUIPMENT EXISTING TO BE REMOVED EXISTING TO BE RElOCATED ANO· RECONNECTED EXISTING EXPLOSION PROOF FIRE ALARM FINISHED FLOOR ELEVATION FINISH FIELD INTERFACE PANEL FIXTURE FULL lOAD AtJPS FLOOR FLUORESCENT FEET FIRE AlARM CONTROL PANEL FIRE ALARM TERMINAL CABlNET FLEXIBLE METAL CONDUIT FIBEROBTIC FOOTING GENERATOR GROUND FAULT INTERRUPTER GROUND FAULT FIELAY GREEN GROUND GROUND HAND-OFF AUTO MA TIC HORSEPOWER HEIGHT HEATER HERTZ INTEGRATED COMMUNICATIONS OPTICAL ~ NETWORK INVERT ELEVATION INTELLIGENT ElECTRONIC DEVICES INTER>JEDIATE METAL CONDUIT SHOAT CIRCUIT CURRENT INCAOESCENT JUNCTION BOX THOUSAND CIRCUlAR MILS KILOVOLT KVA KW LF LFMC LGST LS LOC LOTO LSI LTG LV M MAX MCA MCC MCP ~FGA. MFA MH Ml MRCT MIN MOCP MTD MTG MTR MTIB MV N NAC NC NEC NF NIC NL NO QC OCF'O 00 OE OFC OH OL p PAC PB PC PCB POS PF PHOR0 PILC ~v PL PLC PNL f'OC PREF PAI PVC PWR REC/AECEPT REQO RGS AMC RPBP RM RTAC SCCR SCE SF SHT SIG SP SPECS ST STD STP SW SWBD SWGR SWST rs TElfTELE TMH TOO TOM TPS TRANSFXFMR TS TYP UG UON v VA VB VFO w W/ W/O WCR WP z KILOVOLT-AMPERES KILOWATT LINEAR FEET LlOUtDTIGHT FLEXIBLE METAL CONDUIT lARGEST LOAD INTERRUPTER SWITCH LOCATION LOCK-OUT & TAG·OUT LONG TERM, SHORT TERM, INSTANTANEOUS LIGHTING LOW VOLTAGE METER MAXIMUM MAXIMUM CIRCUIT AMPACITY MOTOR CONTROL CENTER MOTOR CIRCUIT PROTECTOR MANUFACTUREA MANHOLE MECHANICAL INTERLOCK MULTI-RATIO CURRENT TRANSFORMER MINIMUM MAXIMUM OVERCUARENT PROTECTION MOUNTED MOUNTING MOTOR MAIN TELEPHONE TERMINAL BOARD MEDIUM VOLTAGE NORTH NOTIFICATION APPLIANCE CIRCUIT NORMALLY CLOSED NATIONAL ELECTRICAL CODE NON-FUSED NOT IN CONTRA.CT NIGHT LIGHT· 24HRS ON NUMBER ON CENTER OVERCURRENT PROTECTIVE DEVICE OUTSIDE DIAMETER OVERHEAD ELECTRICAL OIL RJSEO CUTOUT OVERHEAD Oil LEVER SWITCH POLE PROGRAMMABLE AUTOMATION CONTROLLER PULL BOX PHOTOCELL POLYCHLORINATED BIPHENYL PRESSURE DIFFERENTIAL SWITCH POWER FACTOR PHASE PAPER INSULATED. LEAD COVER POST INDICATING VALVE PlATE PROGRAMMABLE LOGIC CONTROLLER PANEL POINT OF CONNECTION PREFERRED PRIMARY POLY-VINYL CHLORIDE POWER RECEPTACLE REQUIRED RIGID GALVANIZED STEEL RIGID METAL CONDUIT REDUCED PRESSURE BACK FLOW PREVENTER ROOM REAL TIME AUTOMATtON CONTROLLER SHORT CIRCUIT CURRENT RATING SOUTHERN CALIFORNIA EDISON SQUARE FEET SHEET SIGNAL SPARE SPECIFICATIONS STREET STANDARD SHIELDED TWISTED PAIR SWITCH SWITCHBOARD SWITCHGEAR SWITCHING STATION TERMINAL BLOCK TELEPHONE TELEPHONE MANHOLE TOP OF DUCTBANK TOP OF MANHOLE TWISTED SHIELDED PAIR TRANSFORMER TAMPER SWITCH TYPICAL UNDERGROUND UNLESS OTHERWISE NOTED VOLTS VOLT-AMPERES VIBRATION SWITCH VARIABLE FREQUENCY DRIVE WATTS WITH WITHOUT WITHSTAND CLOSE-ON RATING WEATHERPROOF IMPEDANCE GENERAL NOTES I ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE CALIFORNIA ELECTRICAL CODE AND ALL OTHER APPLICABLE FEDERAL ANO STATE WHERE THE CONSTRUCTION OOCUMENTS INDICATE MORE RESTRICTIVE REQUIREMENTS, THE CONSTRUCTION DOCUMENTS SHALL GOVERN BUT THE CONSTRUCTION DOCUMENTS SHALL NOT BE INTERPRETED AS AUTHORITY TO VfOLATE ANY CODE OR REGULATION 2 ALL MATERIALS AND EQUIPMENT SHALL BE NEW ANO SHALL BEAR THE UNDERWRITERS' LABEL (UL) AND SHALL BE INSTALLED IN THE MANNER FOR WHICH THEY ARE DESIGNED AND APPROVED 3 THE CONTRACTOR SHALL NOT BORE, NOTCH OR IN ANY WAY CUT INTO ANY STRUCTURAL MEMBER WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT OR STRUCTURAL ENGINEER 4 MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT ANCHORAGE NOTES ALL MECHANICAL, P\.UMBlNG, ANO ELECTRICAL CO.v.FJONENTS SHALL BE ANCHORED AND INSTALLED PER THE DETAILS ON THE APPROVED CONSTRUCTION DOCUMENTS WHERE NO DETAIL IS INDICATED, THE FOLLOWING COMPONENTS SHALL BE ANCHORED OR BRACED TO MEET THE FORCES ANO DISPLACEMENT REQUIREMENTS A ALL PERMANENT EQUIPMENT ANO COMPONENTS B TEMPORARY OR MOVABLE EQUIPMENT THAT IS PERMANENTLY ATTACHED (E G HARD WIRED) TO THE BUILDING UTILITY SERVICES SUCH AS ELECTRICITY, GAS OR WATER C MOVABLE EQUIPMENT WHICH IS STATIONED IN ONE PLACE FOR MORE THAN S HOURS ANO HEAVIER THAN 400 POUNDS ARE REOUIREO TO BE ANCHORED WITH TEMPORARY ATTACHMENTS THE ATTACHM£NT OF THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENT SHALL BE POSITIVELY ATTA~EO TO THE STRUCTURE, 8UT NEED NOT BE DETAILED ON THE PLANS THESE COMPONENTS SHALL HAVE FLEXIBLE CONNECTIONS PROVIDED BETWEEN JHE COMPONENT ANO ASSOCIATED DUCTWORK, PIPING , AND CONOUIT A COMPONENTS WEIGHING LESS THAN 400 POUNDS ANO HAVE A CENTER OF MASS LOCATED 4 FEET OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORTS THE COMPONENT 8 COMPONENTS WE!GH!NG LESS THAN 20 POUNOS , OR IN THE CASE OF DISTRIBUTED SYSTEMS , LESS TH.AN 5 POUNDS PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR OR HUNG FROM A WALL FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVED DRAWINGS, THE INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD AND THE STRUCTURAL ENGINEER THE PROJECT INSPECTOR WILL VERIFY THAT ALL COMPONENTS ANO EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE W\TH ABOVE REQUIREMENTS 5 PIPING, DUCTWORK, ANO ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTES P1PING, DUCTWORK, ANO ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH THE FORCES AND DISPlACEMENTS PRESCRIBED IN LATEST SECTIONS OF CBC AND ASCE THE BRACING ANO ATIACHMENTS TO THE STRUCTURE SHALL BE DETAILED ON THE APPROVED DRAWINGS OR THEY SHALL COMPLY WITH ONE OF THE OSHPO PRE-APPROVALS (OPA #)AS MODIFIED TO SATISFY ANCHORAGE REQUIREMENTS OF ACI 318, APPENDIX D COPIES OF THE MANUAL SHALL BE AVAILABLE ON THE JOBSITE PRIOR TO THE START OF HANGING AND BRACING OF THE PIPE, DUCTWORK, ANO ELECTRICAL DISTRIBUTION SYSTEMS THE STRUCTURAL ENGINEER OF A ECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS 6 ALL CHANGES. DEVIATIONS ANO INFORMATION RECORDED ON THE RECORD DRAWINGS SET DURING CONSTRUCTION SHALL BE REDRAFTED USING THE LATEST VERSION OF AUTOCAD CONTRACTOR HAND-MARKED OR DRAFTED REOUNEO "PROJECT RECORD DRAWINGS-WILL NOT BE ACCEPTED DELIVER ELECTRONI C RECORD DRAWINGS TO OWNER AS PART OF ANAL CLOSE-OUT SHEET INDEX ~ ~ E·I GENERAL NOTES, LEGEND , ABBREVIATIONS ANO SHEET INDEX E·2 SCHEDULES E-3 LIGHTING Pl.AN IN THE EVENT ABBREVIATIONS NOT MENTIONED HEREIN ARE USED , REFERENCE WILL BE MADE TO ANSI Yl 1, MILITARY STANDARD ABBREVIATIONS, ANO OTHER STANDARO INDUSTRY CONVENTIONS E-4 E-5 DIAGRAMS AND DETAILS ENERGY CODE CO.v.FJUANCE CITY OF SAN JUAN CAPISTRANO OB'ARlMENT OF PUl.JC WOAKS e«llEEANO CM90N VERDUQO S'mEET BEA~ATION PRO.a:T (CP 14106) GENERAL NOTES, LEGEND, ABBREVIATIONS AND SHEET INDEX z ~ (/) VERDUGO STREET AND CAMINO CAPISTRANO ~ ~t-::Pll=~=AR(c:::O~U~.~~=R~,=H(:-:::SU~~=IM:-:::SIO=.:----::eor~,-.-... ==,.= •. -~~~,....,."=c=EP=,E=o~er,,,...,~~~~~~~~~~~~-1 ~(/) ~ ... , "''e > :·~ 1$ ~ P2SENG ~ ,~~f p2slnc.com ~,~,; ,... ,.~•"" ~~~~~ ~gyc=~~:Ja5 DATE t-t----+--+-+-oi "' •·0 · "-NlPllCABLE CITY STMOMOS AAO PRACOCE5 ~ • ..,-; n O(SQ<(Q: AS I (lR,\tlj: AS I SHEET a&y ~ 1-11 -19 t--:OtE=oo:""°',....---~1 .,.=1t:~· ----ti E-1 ALEX SASSOON E226J9 EXP_ .l-Jl-ll """"OAi£" JS 1·9·19 SU!. I< 01 ll P2S Job Sle:&J rt-OT DATE 8-21-9 LIGHT FIXTURE SCHEDULE TYPE FIXTURE DESCRIPTION MANUFACTURER 8 MODEL POLE FIXTURE WITH (2) HEADS ElA UGHTING ICOP/16/0R4-MODJH5169lEOJ30/120/F~ POST-TOP FIXTURE ELA LIGHTING ICOP/lt5/PT/H5/6QLE0130/120/FGJMN sm1NG LIGHT FIXTURE GAU L1Gt-ITING IML2000-36·-t..E0-3 OK-GSFW-WET F< STRING LIGHT FIXTURE GAU LIGHTING #Ml2000-12"-LED-3.0K-GSF-WET ~ 1 FIXTURES HAVE BEEN PRE-APPAOVE:O TO MEET CHY PLANNING GOALS AA'f SUBSTITUTIONS MUST ACHIEVE EQUAL Pl.ANNING APPAO\IAL PRIOR TO APPROVAL -AT CONTRACTORS COST 2 ALL FIXTUAES SHALL BE LISTED FOR OUTDOOR USE 8 ~ ~ u § 5 TOTAL tAMP "·A TYPE LUM ENS COLO A TEMP CRI \IOLTAGE MTG FINISH REMARKS PROVIDE 20FT POLE WITH RINGS fO SUfJPOR'f 138 LEO 13.248 3000 K 80+ 120V Po MIDNIGHT FIXTUR£F3 MOUNT FIXTURES AT llFTAFF $EE BELOW FOR CUJSl:iEEJ 69 LED 5,624 300DK 80+ 120V PT MIDNIGHT ~~~:~~POLE -HEIGHT ANO STYLE TO MATCH 1/LF LED 85/LF 3000K 80+ 120V N/A PROVIDE WITH HARDWIRE CONNECTION JUNCTION BOX FOR WET LOCATIONS PROVIDE AIRCRAFT CABLE MOUNTING SYSTEM FORS'l'~~llUNS 111..F LEO 85/lF 3000K 90~ t20V NIA PROVIDE WITH HAROWIAI: CONNEC noN JUNCTION BOX FOA WET LOCATIONS PROVIDE AIRCRAFT CABLE MOUNTING SYSTEM FOR STRAIGHT. ZIG-ZAG RUNS 2 Ul "-Z &: 0 13- 0 Ul 5 w 0::: ~ ci z: MOUNTING ABBREVIATIONS P -PENDANT PO .. POLE PT"'" POST-TOP CITY OF SAN .JUAN CAPISTRANO OEl'AfmENT OF Pl8JC WOfllS eaEEllNQ OM1!110N VEROUOO smeET BE!AUTACATION PROJECT (Cl' 14106) SCHEDULES VERDUGO STREET AND CAMINO CAPISTRANO ' .. l ' """' ;; ~ P2SENG ~ ~~f p2slnc.com "-;. .. ~ (-,A ~'iJI;,.., .. :;;;or_:H . ACCEPTED BYo JEROUE PARCO, CITY ENCINEER, RCE 50.l85 ACCEPTANCE AS TO CONFO!NANCE WllH APPtJCJlllE CITY STANOAROS ANO PRAcncrs PREPARED UNOER THE SUPUMSIO•e llf; 1 ,:,,aai ···~'); '": ' ' '""o"'E"'s1"'c•"'ED"",--AS--r.1Cl!>i=,.,.=-. ---AS--.-,""'SH'"''"'EE"rr-1 i-11 -19 '""D<t=c"'Kt"'o"'". ---+ 1DA=TE"'": -----ii E-2 ALEX SASSOON E226J9 EIP. l -}1-Zt DATE JS 1-9-19 SHI. 1~ Of ll P28 Job 9663 PLOT DATE: 6-21-19 ~1 I I I jl •' •,' ,, ---:;:-.------~.../ - ~,..,. ~. ' ,,,. . ~,')/ ..,, , I I © Si ,s. >l l (~ TREVOR'S AT THE TRACKS © ~ :•o RANCHO CAPISTRANO WINERY \_:--~"'~":Ll ·~ i: PARKING d I =-\:... 17 i) ~} J e ! REGENCY THEATERS l .. CAPISTRANO TRADING POST CAPISTRANO PLAZA \ '• \ I \ J \ ·~.- I I 0 ~ a: tn ~ 0 z ~ u ---..:. ... _ ~I J @ SCALE I'~ 20' M 0 "' ~ (/) e ~ ... z 9. ~~ u 9 > 8 w Cl::'. $ 10 z ci z NOT ES Q] ~~~~~~l~l~~~ri~ ~~~;~NG EXTERIOR LIGHTING 0 =~~~:~~~:~~~~N~TION BO)( INSTALLED AT 0 =~~rc::r~()"~j~~~EcTED 0 g~~~:::=~l~~~~:~E~SITNG PULLBOX MATCH CONDUIT AND CONDUCTOR SIZES TO NEW WORK 0 6~~~~=-c:-s~~=E PULLBOX FOR FUTURE 0 ~~:~=~~~;~=~~ PULLBOX FOR FUTURE 0 ~::EMPTY 1' PVC SCHEDULE BO CONDUIT WITH 0 ~~~i~~~-0 EXISTING CAPPED CONDUIT PATHWAYS FOR 0 ~~~d~~g~~~~~~~l:=~2#12AWG ~ =~~~:~~~~~~~~~1:=:~~1~~~ SCHEDULE 80 CONDUIT WITH PULL ROPE CITY OF SAN JUAN CAPISTRANO OEPARTl.ENT a= 1'18.JC WOAIC9 ENCllEB'HI CM910N VERDUQO smEET BEAVTACATION PROJECT (CP 14106) LIGHTING PLAN VERDUGO STREET AND CAMINO CAPISTRANO P2SENG p21lnc.com ACCEPTED B'I• JEROME PARCO , CITY ENCINEER. RCE 50Je5 ACCEP<AHCE AS ro Cl!HfORILIHCE """ APPUCABlE CJrY STANOAROS ANO PAACTICES 7•11 •19 i-,,-Clll:=c=>~EO:~.---.i.,.OA~l(;~.-----1 OArt: JS 1·9-19 S>tm E-3 911. " or l!I P2B Job 955:1 PLOT DATE: 8 -21-19 0CASLELOCK NOTES [Q ~:=~6~~€=~~CXE MANl.FACTUAER 0 ~~~=~~~i;e5SAAY 0 =~~~;:-=~~~L CABLE ANO CONNECTIONS TO POLESc 0 POLE ATTACHMENT NO SCALE J ' I El PEDESTRIAN WAL'l®AY NOTES [Q <X>N0UC1CRSSHA.l..LMANT,w4Atl.EA.ST 10 FOOh INOESa.£Al""fM£E ABC.VE llECESTRIAN WAJJ:llAY'S.- 0 g=~~:~~=~~'7ocec 22518(5) 0 ~~~F~~~ITOP PROVIDE 0 FESTOON LIGHTING ELEVATION NO SC ALE 0 0 ·1 ~ " ~0 ROADWAY NOTES CD ~~~~~E~~Pao:~~~~~~~~~~~L CABLE AND CONNECOONS TO STRUCTURE. [!) ~~~~~TF~~~~ REQUIRED TO MAKE THE CONNECTION CAPABLE OF SUPPORTING THE FIXTURE BASED ON THE STRUCTURAL SHOP DRAWINGS ITl :~~:~ ~~c:=~~~E~TS~CESSAAY TO 0 ~~~s~~e~ITIONAL STR~TUAAL SUPPORT WHERE 0 WALL ATTACHMENT NO SCALE EPA:4.7 WEIGHT: 181 lbs l1A Q RM ~H!rotJ¥9!llfl p!Q; t)OPTION I: FlN-23 CAST Ai.UM<NU"4 0&" BALL FINIAL Wl~N INCLUOING !ET SCREWS FOR MOUNTING 1) (pf'Of~ llArUSSSTiEL&W«:ll..JaUJCC09 lllf NO.'-"!t FOl\USE Wl fW ~JJMiGllGHTS tboiGUQlocfSIY01MPW. ~~~~~=-~e~:=~vr;; T0"'™'11ACKPLATEA.SSEM6LY 4) S4W 120-Z"l'N LED BOAADIORIVER ...SSEMBLY TYPE 5 OPTICS, 400CK Cot.OR T'EMPE.RAl\JRE ll~ftDCUilS111U.Mhel11t NOOt 61 CAST AWM 8R4J,IOOIFIEO POST MOUNT AA~118ACilPL.ATEA.99EIA.6l Y (2) MOUNTIO TO POLE @1111l' APAAT INCLUDING STAIHliSS STEEL HARDWARE FOR MOUN'TINC 7) lUC4'1fA.LUM.~l.\JEWC~otOtOONWX.1tO"nl!IOl--.O TAl'EltO~THM.LM-.StUnW!lllrOtoCAST~'W"*" ..... a) 031'")(, 1e·GALVANIZED STEEll· TYPEAflCl'!Ofl 80lfS 4 REOO ~,NllUlrruo&.t on..,. ..... NOTE : rojerJ ; CA9LELOCK 0 ENVIRONMENTAL LIGlfTING FOR ARCHITECTUR E, INC. t7e'9 1 AIWICn A~Clly olf:ndUAy.C.~1 114$-t 197 FIXTURE F1 ELEVATION AND MOUNTING NO SCALE ate PPTO"J POLE HEIGHT o·-0·up To 15'-0 15'· I UP TO 30'-0 '-----LIGHT POLE PROVIDE NON-SHRINK GROUT SLIGHTLY SLOPE TOP OF BASE FOR PROPER DRAINAGE, RADIUS EDGES ANG GRt.\O SMOOTH ALL EXPOSED ABOVE GRA.OE SURFACES ':i-~Tii'4J.---GALVANIZED ANCHOR SOLT FURNISHED WITH POLE (T'i'P ) #3TIESAT120C (4) #'~VERTICAL REBARs WITH 3 CLEAR MIN ,!"...;="'=#'"-"" 'l-..-!----20'fl)ll48CSTRANOEOCOPPEA CONDUCTOR LIGHT POLE FOOTING SCHEDULE FOOTING HEIGHT FOOTING DlAMETER FOOTING HEIGHT BELOW GRADE ABOVE GRADE 4'-0 Z·O O' 6'-0 Z·6 • NOTES ~ GROUND POLE TO GROUND CONDUCTORS IN COl'JJUITS. 0 REFER TO SCHEOUlE FOR ABOVE GRADE HEIGHT REFER TO SCHEDULE FOR FOOTING LENGTH BELOW GRADE P~/li: 418-.f 12 SUBMERSael.E TERW!NAL BLOCK FOR EACH FOCT\JRE.PULLBOX FOR ~TO BRANCH CIRCUIT HOMERUN WIRING CD LIGHT POLE FOO TI NG NO SCAL E "' ~ 0 U1 ~ "' 11. z °' 0 ~ u ~ U1 Q 0 > 6 w O'.: "'" d :z; CITY OF SAN JUAN CAPISTRANO DEPARneff OF NIUC W0A<S eQ&JIHQ DMSION VERDUGO SlllEET BEA~ATION PROJECT (CIP 14106) DIAGRAMS AND DETAILS VERDUGO STREET AND CAMINO CAPISTRANO P2SENG p2.slnc.com Al.IX SISSOOH £22639 DP. l-Jl-21 ACCEPTED BY: JEROME PARCO, CrTY ENGINEER, RCE 50JB5 ACl:EPTANCE AS TO CONFORl\\NCE WITH APPIJCAlllE CrTY S1N40AROS NIO PRAC1l:(S ~0: AS DR.I II: 7-i 1-19 1-=Cll~(C~K~ED!~.----+g,,=rE:,.------1 CATE JS 1-9-19 SHEEr E-4 SHI. 11 er ia P2S Job 9863 PLOT DATE: 6-21-S ,_ - QLH (81LZ-J OLH •~ lO.Ut. I Jo& .... M&DM !ll ~..._.. ..... O!l,"lllir,ll!ll~~ ... p 1 I ~ ... "° ........ __... ...... _.....,_ .......... _.. ... "'"-'-104'.""'"l. Ci.OWUIWJUW.V ..,,, I .1,\1 UHlll •-* I • " ;;;;aa .__,,,, ........... , .. '""'" ... u .... . .. ,..,,,. ....... I ... ., .. 1-w•v.tt "'"" fnlpettO• .. OJ ., .. .. .. " .. .. -·-..,,_...,._ ll 1:~ PrlnwryfUtl(llOfl~rufnwhlth th•1111111t1,.,...,.,~u.d B !i2 to.itdr>orltpnln~ZOM} i ~ -,--.. u '.it 11 '" ConiplnllllmiNl•to.wipllcn B ~I .. I~ ...... ROADWJ.V(WA~KWAY ~-~>---~= D ii- ffilE flXT\l~fWITH !21 llEADS D Ill .. i= D .. -" POST-Ttl~(Dm,IU D Ill -!(i_- D 0 ~= D ...-- INSTALLED WAm r""' TOf AL '·"' -·~ ~.'!!...~~POWER ALLOW4NCES • fC:O:~Ml'Uta\J -·-·1 G.J.WATJo\Ol~MCl·U""'-'OOrOfKUOJ(An,.,.tAf~tiup1_,--1-t.., .. •...-....0 ... lfl~ ...... --..... ........... ,~l ...... fo .... "9 .. ...._t .,,1"61•1nlk>rl0Dwa\tlGlll"'nd.tor"'i nedln~uini.onctwiLh ~1>09'rl, ......... __ ... ~,.........ae(l!f~-~ • 11...,. __ .__,......'"""'Mt...,.4'\ .. 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' --'"' ~....._ ... ~,,.~"'~·--I " ~::-._.:;.--•.,, .. ._.__.....,. ... °"""-....._....._""'~..,... .. -.n· .. ~ ...... ~ ... ~ • ~..._a.-w_....._....._._'" ___ ......, _ _....,_.......,._. .. ~,.. ... ~ ..... ~., "'--·--· ... --v1:1wk.• ... 1..,.,..~•<1a..t......_.~,,,......_ '"' -~ ........ "-····--"-............... ~ .. ~ ........ -.... ~ ........ _.. ... _..__--..v --~---... ._.-" .. ~ .......... --...... ~ ...... ~ I. 1 •• _ ...... -w • ....,_,,_~~ • .,~ ..... "9-........,. ..... "'"""""'......,__. ..... ..__ ___ ....... .,. .. ......_..., ... -"" .......... --.. -----~-of!l\li~~ .. ~-........ ,..,.._._ .. _,_..., ~-::..,:;=.-1 ~ 1---.., "'"~1-__; -- U1 z 0 CITY OF SAN JUAN CAPISTRANO DEl'ARn.ENT OF P\JBUC WOPl(S ~------------------------· VEADlJQO STREET BEAlJTIACATION PROJECT (CP 14106) ENERGY CODE COMPLIANCE VERDUGO STREET AND CAMINO CAPISTRANO ACCEFTED BY: w U1 0 • ..a''!:''.1,1•, f eo PREPARED UNDER lHE SUPERlllSIO•eOF: 0 5 w O:'.: P2SENG ~?kt~! p2olnc.com •,.,; ,,, ·.,_.,;.· ~~~c~ ~g"c6Wr~E~c~c~:JBs JI. :n •' >J>PUC>.BLE CRY STAADAROS AND PRACTICES • •v, ir. • 1-D~ES~l~GN~ED~,--/>S--~IDRA_WN_: ---/>S--~ 1-s-H~EET--1 7-11-10 r,c"'H::::ECKo:;ED.,.:----tl""'DA:;JE~: -----11 E-5 DAT£ JS 1-9-19 SJ!L 18 or 28 ALD< SASSOON E22i;J9 EXP. 3-31-21 PlS Job 9663 PLOT OATE: 6-21--19 RANCHO CAPISTRANO WINERY )' .~ NOTE: ALL IRRIGATION EQUIPMENT SHOWN IN GRAY TONE INDICATES EXISTING CONDITIONS. ALL IRRIGATION EQUIPMENT SHOWN IN SOLID TONE INDICATE NEW CONDITIONS. VERIFY EXISTING CONDITIONS IN THE FIELD PRIOR TO START OF WORK . /! 3 1 ~ /"j 10 1, A-6 I ,. I 7 ~ ~ IJ" Underground Service Alert . e Call: TOLL FREE 811 or (800) 422-4133 . TWO WOl\t.::ING DAYS BEFOl\E YOU 01('; d.d. Pagano inc. IRRIGATION CONSULTANTS 4705 MST OiNMAN AV'EMJE ORANG!-CA 92116'1 171 ... 1771_,ZOO •Ml714J 171-"JOZ PARKDIG STRUCTURE LLJ '/ I' ,./ REGE NCY THEATRES LLJ / CAPISTRANO PLAZA I?. ./ RANCHO CAPISTRANO WINERY • • • • • • • I • • • BUENO BUENO • MEXICAN KITCHEN • • • • • FOR IRRIGATION LEGENDS , NOTES AND DETAILS, SEE SHEETS L-2, L-3, L-4 AND L-5. RUBY'S DINER \ IRRIGATION CONSTRUCTION NOTES I ITI 0 POINT OF CONNECTION . CONNECT TO EXISTING !RRIGATION MAINLINE PIPING WITH NEW IRRIGATION MAINLINE PIPING . ROUTE NEW IRRIGATION MAINLINE PIPING TO NEW ELECTRIC CONTROL VALVES AS SHOWN _ EXISTING WALL MOUNTED AUTOMATIC SPRINKLER CONTROLLER SHALL SE REMOVED AND REPLACED WITH NEW WEAiHER TRAK WTLC-C-18 ·Pl 16 STATION IRRIGATION CONTROLLER ..... ~ REFER TO IRR tGATION LE GEND AND EXIST!NG IRRIGATION CONTROLLER REPLACEMENT NOTES ON SHEET L·2 FOR ADDITIONAL INFORMATION, 0 z ~ ..... tn a. <( I o, 0 1 ~I :::!: I <C u .• .· CITY OF SAN JUAN CAPISTRANO DEPAR'IMENT OF PUBUc WORKS BIOtEERINQ DMSklN VERDUGO STREET BEAlJTIACATlON PROJECT (CIP 14106) IRRIOA llON PLAN ~ ~ l-=~=VE=R:--:::D::::::U::-cGO~S=-TR_EET_A_N.-D_C_A_M_IN_O_C:....:.A.:..P...:...:IS:....:.TRA~N:.-=-0=---1 a ~ PREPARED UNDER THE SUPEIMSION OF: ACCEPT£D BY: -10· 0 5' 10' I LU I SCA LE: 1" = 10'-0" 2001 EAST FIRST STREET, SUITE 160 SANTA ANA, CA 92705 ~~~(7E; 4 ~7k~)5 ~270 0 7. -~<:::IA.~ GJ ~ ~ al£':-Olll,VIEIM JEROME PARCO, CnY ENGINEER, RCE 50385 ACCEPTANCE AS TO COt.fORMANCE WlTH APPLICABLE CnY STANDARDS AHO PRACTICES OESKlNEU: DRAWN': JC LR SHEET 6-20-19 SH!. 19 Of 28 L-1 ::~ClllJID=:-A'."'".-:::ASHE::=-R"'"RLA.,..,.--1c::42cc9-cEX°"'P:-• .,.-8--31--1-9 6 -!~19 CHECKED: Rf DATE: Pl.OT DATE 1-~8 EXISTING IRRIGATION CONTROLLER REPLACEMENT NOTES Em11>IG CON!~QU!il REMoVAL 'I Record pmgram seltings from old conlroller (Days, limes. slorts) and send to HydroPoint Doto Sys1ems [HPDSJ conlacl, 2} Conduc1 Ohm reading 1o idenlify NC or shorls prior to re1rofit and rix shorls as possible , 3) Lobel field wires before removing from ell.isling conlroller 4) Shv1 off power 1o conlroler. 5) Remove exisling wall mounled conlroGer 6) Return removed conlroler unil lo lhe Cily's oulhorized tep1esenlolive. INSTALLATION OF NEW CONTROLLER 1) Con1rcclor shol physically ground each controUer per lhe Nolionol Elec1ric Code and all local codes. 2) lnsloll /mount WeolherTRAK ET controller per monufoclurer's specilicolions 3) Connecl existing 120v seivice to meet local code requiremenls, 4) Securely c~neel 2-4v lield w;,,n rrom lhe new con1roWer lo lhe new control valves per the sequence \howl'! on the irrigu11on drawings. Connec:1 eKisling llekJ wires rrom Iha exisllng c:on1rof valves to lhe new conlroller sloliot'ls lo•owing lhe new conlrol valve raquencing. SI Run o volve tesl ond lroubleshool wiring on ony sloliom showing shorts or no-connects. ACTIVATION OF IRRIGATION CONTROLLERS 11 ~~C=~:~~~~::~;;,~~~~~~~1~~~~~~9~~~:ri~Y1~~,::,:~~a~1~~~~~~~=~cw con1toller. See irrigalion specilicolions for addilional information. 21 ACllYQ10 lhe WealherTRAK ET Doto Scu~ce by calling Hydrof"c>-nt Data Sys1ems at 000-362 -B774. Cot'ltraC:lor mus1 be at conlroller locOllon lo ac1ivale conllollat. ln~truc1ion for octivolion will be prolljdod by 1he Hydtc9'alli1 0010 Systems Service operator. convac.:or mus1 have "proorom wllf.ftOJ workshee1" completed and ready when calling to provido IWl'Cessary customer and controller informalion needed for oclivolion. PROGRAMM ING 11 II shall be the reipor\~ ol lho lrul~ conrtaclot to 1>1ogrom 1h:e-irtlgaiton c:a.,troldn to 1h0 waler needs ol lh• new i*Jnt rnoh1riotd\Ring 1Mh'loo1'°'1 rnolrl1onor'IC11 period , 2) II shall be Iha ret~lib~ily of 1he i"UoMing controctor lo coordinoie irriga!ion scheduling for existing plan I mo101'!nls 1ho1 ore lrrlga1ad lrom 1nc11ew con1rollers, but ore oulside of Iha limils or worlc wilh 1he on-si1e landscape landscape moinlenonce conrroctor. GENERAL IRRIGATION NOTES: I IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE ITSELF WITH ALL GRADE DIFFERENCES. LOCATION OF WALLS, RETAINING WALLS. ETC AND COORDINATE ITS WORK WITH OTHERS FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS. PAVING, STRUCTURES. ETC , 2 THIS CESIGN IS DIAGRAMMATIC ALL PIPING. VALVES, ETC . SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE AVOID ANY CONfllCfS BETWEEN THE IRRIGATION SYSTEM. PLANTING ANO ARCHITECTURAL FEATURES. 3. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION ORA WINGS AT EACH POINT OF CONNECTION . THE CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION . REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION. THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY • 4_ 00 NOT WILLFULLY INSTALL fHE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN fHE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY 5 INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC JO PVC MALE PIPE THREADS ON All SPRINKLER SWING JOINT AND VALVE ASSEMBLIES 6 THE CONTRACTOR SHALL FLUSH ANO AO JUST l'HE IRRIGATION SYSTEM FOR OPTIMUM PERFORMANCE . EQUIPMENT LOCATION NOTES l _ INSTALL ALL IRRIGATION EQUIPMENT, PRESSURE MAIN LINE PIPING. CONTROL VALVES 1 ETC , WITHIN PLANTING AREA -ANY IRRIGATION EQUIPMENT SHOWN OUTSIDE OF PLANTING AREA lS FOR DRAWING CLARITY [TYPICAL) 2 AUfOMATIC CONTROLLER ANO All OTHER AilOVE GROUND IRRIGATION EQUIPMENT LOCAnON5 SHOWN ON fHIS DRAWING ARE APPROXIMATE . STAKE OUT ABOVE GRADE IRRIGATION EQUIPMENT LOCAT IONS FOR REVIEW AND APPROVAL BY OWNER PRK>R fO INSTALLATION FINAL LOCATION AND EXACT POSITIONING ABOVE GRADE IRRIGATION EQUIPMENT SHALL BE DETERMINED BY THE OWNER . MINOR MODlFICA TIONS OF ABOVE GRADE IRRIGATION EQUIPMENT LOCATIONS AS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER4 FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO OWNER 3 ELECTRIC CONTROL VALVE ANO BALL VALVE, ETC , LOCAT IONS SHOWN ON THIS DRAWING ARE APPROX~MATE. THE CONTRACTOR SHALL STAKE OUT EACH ELECTRIC CONTROL VALVE AND 3ALL VALVE . ETC LOCAtrON FOR REVIEW ANO APPROVAL BY OWNER PR !OR TO INSTALLATION OF VALVES SEE DETAILS FOR ADDITIONAL VALVE INSTALLAlfON INFORMATION FINAL LOCATION AND EXACT POSITIONING OF IRRIGAHON EQUIPMENT SHALL ae APPROVED BY THE OWNER . MINOR MODIFICATIONS OF IRRIGATION EQUIPMENT LOCATIONS AS REQUESfED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST ro THE OWNER . FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO INSTALLATION SHALL CAUSE CONTRACTOR TO MAKE OWNER OIRECJEO ll(Vl$'t0NS AT NO ADOlTIONAL COST TO OWNER @P d.d. Pagano Inc . IRRIGATION CONSULTANTS 4705 EAST Ctw'MMI ... VENUE ORANGE· CA 9Z869 1'7141771-tZOO FllX(714l 771-UO,Z 2001 EAST FlRST STREET. SUITE 160 SANTA ANA, CA 92705 ~~~(i~ 4}7 ~!~!;l,-:210 IRRIGATION SPRINKLER LEGEND SYMBOL MANUFACTURER I MODEL NO . I DESCRIPTION I NOlZLE IRAOIUS I GPM I P,SJ •• PATTERN RAINBIRD 11401 I BUBllLER FOR TREE WELL IRRIGATION I 4REGIUIREDPERTREE -I jt'' I~ I JO I FLOOD BUBBLER REFER TO IRRIGATION INSTALLATION OETAILON SHEET L·3 FOR ADDITIONAL INFORMATION . PLANTER POT IRRIGATION LEGEND S'l'M&oL DESCRIPTION @ NETAFIM TLEZ.4-li 12MM TECHLINE DRIPPEI!. TUBING WITH 0 .4 GPH DRIPPERS 6"0N CENTER FOR 47' DIAMETER POT MOUNTED ON CONCRETE PAD IN PlANTER AREA. COVER DRIPPEli! TUBE WITH MULCH PER PLANTING PlAN , @ NETAFIM TLEZ4-li 12MM TECHLINE DRIPPER TUBING WITH 0,4 GPH DRIPPERS 6" ON CENTER FOR 36" AND 42" DIAMETER POT MOUNTED ON PAVERS, COVER DRIPPER TUBE WITH MULCH PER PLANTING PLAN, REFER TO IRRIGATION INSTALLATION DETAILS ON SHEET L-4 FOR ADDITIONAL INFORMATION . DRIP IRRIGATION LEGEND SYMBOL ® 0 MANUFACTURER NETAFIM RAIN BIRD NETAFIM MODEL NO TLCV6-12 OPERIND TlSOV DESCRIPTION SERIES DRIP LINE-FLOW RATE SHALL BE 0,60 GPH, EMICTER SPACING SHALL BE 12" ON CENTER AND ROW SPACING SHALL BE IB" ON CENTER IN GENERAL LANDSCAPE AREAS DRIP SYSTEM OPERAT10N INDICATOR KIT. MANUAL LINE FLUSHING VALVE FOR POTABLE WATER DR IP SYSTEMS TO BE CONNECTED TO INLINE DRIP TUBING AS SHOWN ON DRAWING -SEE DETAILS FOR ADDITIONAL INFORMATION REFER TO ~RIGATION INSTALLATION OETAIU ON SHCEl L-5 FOR AOOlllONAL INFORMATION IRRIGATION EQUIPMENT LEGEND SYMBOL lil • s MANUFACTURER WEATHERTRAK RAIN BIRD RAIN BIRD LAS CO MODEL NO WTLC-C·lB·PL PES PEB SLO-CLOSE DESCRIPTION EXISTING WALL MOUNTED AUTOMATIC SP~NF:LER CONTROLLER SHAU BE 1!.EMOVEO AND REPlACED WITH NEW WEAlHERTRAK IRRIGATION CONTli:OllERS REFER TO IRRIGATION DRAWINGS FOR SPECIFIC IRRIGATION CONTROUEl!. INfORMATION AND EXISTING 11!.RIGAllON CONTROLLER REPlACEMENT NOTES ON Tt-tiS SHEET FOR ADDlllONAl INFORMATK>N SERIES ElfCTRIC CONTROL VALVE, -SIZE NOTED 1" DRIP CONTROLZONE VALVE ASSEMBLY -RAIN BIRD PEB I" ELECTRIC CONTROL VALVE, RAIN BIRD PRB-QKCHK-100 SERIES 1" PRESSURE REGULATING BASKET FILTER WITH 200 MESH SCREEN AND SPEARS 1" SCHEDULE ao THREADED BALL VALVE ALL ASSEMBLY FICTINGS ANO NIPPLES SHALL BE 1" SEE DETAIL FOR ADDITIONAL INFORMATION SERIES FULL "LOCK TRUE UNION SCHEDULE 80 PVC BALL VALVES W/EPDM 0-RINGS, THERMOPLASTIC GEAR DRIVEN OPERATING NUT AND SOCl::ET END CONNECTORS LINE SIZE NEW OURIEO PRESSURE MAIN LINE PIPING -PVC SCHEDULE .fOWITH SOLVENT WELDED JOINTS FOR SIZES l-1/2* ANO SMALLER . SIZE NOTED -USE WHITE COLORED PIPE FOR POTABLE WATER EXISTING BURIED PRESSURE MAIN LINE PIPING TO REMAIN OPERATIONAL THE IRRIGATION MAINLINE LAYOUT AS SHOWN ON THE IRRIGATION PlANS IS UNKNOWN . IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO VERIFY ALL EXISTING SITE CONDlTIONS AND PROVIDE A STATEMENT OF INTENDED CONSTRUCTION PROCEDURES FOR APPROVAL BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO START OF CONSTRUCTION NEW BURIED NON-PRESSURE LATERAL LINE PIPING -USE PVC SCHEDULE ~0 PIPE FOR LATERAL LINE PIPING INSTALLEO WITHIN PLANTING AREAS WITH 12" MINJMUM COVER. AND PVC SCHEDULE 40 FOR lATERAL LINE PIP ING INSTALLED UNDER PAVED AREAS WITH 18~ MINIMUM COVER· SIZE NO TEO -USE WHITE COLORED PIPE FOR POTABLE WATER. IRRIGATION PIPE SLEEVE INSTALLED UNDER PAVED AREAS SHALL BE INSTALLED BY IRR IGATION CONTRACTOR COORDINATE INSTALLATION OF IRRIGATION SLEEVES UNDER ROADWAY WITH GENERAL CONTRACTOR· USE PVC SCHEDULE 40 PIPE FOR IRRIGATION PIPING INSTALLED UNDER PAVING -SIZE NOTED EXISTING IRRI G ATION BACKFLOW PREVENTER ~ PROTECT IN PLACE tNOICAfES/\Uf011.1AUC CONTROLLER STATION NUMBER -NOTE 8-X MEANS STAT!ON NUMBER TO BE DETERMINED ~OICAi£Hi0W IN G,P M FOR ELECTRIC CONTROL VALVES iNOiCJt.t£SELECTRIC CONTROL VALVE SIZE CITY OF SAN JUAN CAPISTRANO 8 :; DEPARTMENT OF PUBl.JC WORKS e«:llNEElllNG DMS10N VERDUGO S"mEET BEAUTF!CAllON PROJECT (CIP 14106) IRRIGATION LEGEND AND NOTES 2 ~ ~ ,_ __ VE_R_D_U_GO __ STR_E_ET_A_N~D_C_A_M_l_N_o_c_A_P_IS_TRA __ NO __ __. MQ 0 ()) cs ex: ACCEPTED BY: JERO~E PARCO, CITY ENGINEER, RCE 50385 ACCEPTANCE AS TO CONFORMANCE WITH APPLICABLE CITY STANDARDS AND PRACTICES DESIGNED: JC I DRAWN: LR --------------6-20-19 CH£CKEO: R~HARD A. RSHER RLA 1429 EXP. 8-31-19 DATE Rf [ DATE: 6-20-19 SHEIT L-2 SHT. 1Q Of 18 PLOT DATE: 6-2.0-19 LEGEND TREE PER LANDSCAPE PLAN . 'i TREEROOTBAll J. RAINBIRD 1401 BUBBLER HEAD (FOUR REQUIRED) 4. PAYERS PER CIVIL PLAN 5. CONCRETE CURB PER CIVIL PLAN 6 LATERAL LINE PIPE AND FITTINGS BURY AS SPECIFIED DEPTH ROUTE AROUND ROOTBALL 7 ll'l' SKT <JO• SCHEDULE 40 RL 8, l/TSCHEDULE 80 NIPPLE ·LENGTH AS REQUIRED 9. l/Z' PVC SCHEDUL E«IO PIPE.. IO~ PVC SCHEDU LE 40 TEE WITH PIPING TO ELECTRIC CONTROL VALVE, SlZEPER l il:RIGA TION DRAWINGS 11 PVC SCHEDULE 40 TEE WlTH PIP ING TO OTHER TREE WELLS ON THE SAME CONTROL VAL VE SIZE PER IRRIGATION DRAWINGS. 12 TREEGRATE PER LANDSCAPE PLANS IJ ROLLED CURS PER CJVJL PLANS_ 14 AC PAVI NG PER CIVIL PLANS . TREEWELL WITH GRATE IRRIGATION SCALE : NJ.S. 11" LEGEND 10" OIAMETER CIRCULAR VALVE BOX 2 EDGE OF LAWN, WAL K. FENCE. CURS. ETC 3 17'11 18" RECTANGULAR VALVE BOX 4 20 ' 11 JO"RECTANGULAR VALVE BOX NOTES VALVE BOX LAYOUT SCALE: NTS, @P d.d. Pagano Inc. IRRIGATION CONSULTJ\NTS 4705 !AST OINMAN AWNl.J li ato".NGE-CA9ZU9 1714)'771-'9200 FAX17141771-fl0Z A CENTER VALVE BOX OVER VALVE TO FA CILITATE SEfNICING OF VALVE B SET VALVE BOXES 2" MAXIMUM ABOVE GRADE IN MULCH COVER OR GROUNDCOVER/SHRUB AREAS -SET I' AB O VE FINISH GRADE IN TURF AREAS. C. SET VAL VE BOX AND VALVE ASSEM8l Y IN GROUND-- COVER/SHRUB AREA WHERE POSSIBLE -INSTALL IN TURF ONLY IF THERE lS NO ADJACENT GROUND- COVER D SET VALVE BO)('ES PARALLEL TO ONE ANOTHER AND PERPENDICULA R TO ED GE. E AVOID HEAVY COMPACTION OF SOIL AROUND VALVE BOXES TO PREVENT THEIR OEFORMATI ON/COllAPSE LEGEND ELECTli!IC CONTROL VALVE 2, RECTANGUlAR VALVE BOX W/BLACIC BOLT DOWN COVER HEAT BRANO VALVE STATION NO. ON LID IN 2" HIGH CHARACTERS. 3. CHRISTY'S ID TAG -NUMBERED TO MAJC H DRAWINGS . 4, FINISH GRADE. S 12" LONG SCHEDULE BO TOE NIPPLE. 6. PVC PIPE TO SPRINKLERS -ANGLE PIPE TO SPECIFIED DEPTH WHH 45 DEG, EllS, 7, COMMON BRICK {<I REQUIRED). <( 8 COMMON WIRE TO OTHER VALVES ON SAME CONTROLLER 9 J(4" CRUSHED ROCK B" DEEP 10, CONTROL/COMMON WIRES FROM CONTROLLER 11 PVC SCHEDULE 40 PIPE, 12 PVC SxS 90 DEG Ell 13 WIRE CONNECTOR. 14 M..._IN LINE FlmNG W/SOL VENT WELD OUTLET IS COIL WIRES PER SPECIFICATIONS . REMOTE CONTROL VALVE SC ALE: N.T.S - o::J "" ... STEP4 3M "DBR/Y-6" WIRE CONNECTOR SCALE: N ,T,S LEGEND STR \P BOTH WIR ES . TWIST STRAND AROUND RIGID STRAND OVER HALF THE LENGTH Of STRIPPED WIRES FOLD THE OTtiER HALF OF THE RIGID STRAND OVER TWISTED SH~AND AS SHOWN INSERT THE TWISTEO SPLICE INTO THE ·y · ELECTRICAL SPRING CONNECTION AND TW IST OVER WIRE STRANDS IN A CLOCKWISE DIRECTION INSERT THE CONNECTOR INTO THE GEL-Fil.LEO DIR EC T BUllV SPLICE KIT.PUSH PAST rne LOCKING FINGERS TO SECURE CONNECTOR ~NSlOE TUBE POSITION All THE WIRES THROUGH THE DEDICATED INSULATOR CHANNELS AND SNAP INSULATOR TUBE COVER CLOSED. LEGEND 1. TOP OF MULCH OR ANISH GRADE. 9. 3/4" CRUSHED ROCK 6" DEEP JO MAIN LINE FITTING W/SOLVENT WELD OUTLET 2 JUMbO RECTANGULAR VALVE BOX WITH BOLT DOWN COVEILHEATBRAND VALVE STATION NO ON LID IN 2" HIGH CHARACTERS . 11 . COMMON WIRE TO OTHER VALVES ON SAME CONTROLLER . 3 JM OBR/Y-6 WIRE CONNECTOR 12 CONTROL/COMMON WIRES FROM CONTROLLER 4 CHil:ISTY'S LO TAG -NUMBERED TO MATCH DRAWINGS 5. SUPERIOR 3200100 SERI ES l "ELECTRIC CONTROL VALVE. 13 PVC SCHEDULE 40 PIPE. 14 PVCSitS90"ELL. 15 I" SCHEDULE 80 TOE NIPPLE 6. RAIN BIRD PRB-Ql(CHK-100 SERIES l" PRESSURE REGULJo.TING BASKET FILTER WITH 200 MESH SCREEN 16 SCHEDULE 40 PVC PIPE TO DRIP SYSTEM ANGL E PIPE TO PECIFIED DEPTH WITH 4Sg ELLS , 1. SPEARS rsCHEDULE808AllVALVE 17 1· SCHEDULE 80 TBE NIPPLE· SHORT B COMMON BRK:K f-4 REQUIRED) 18 lM SCHEDULE BO THREADED COUPLING 1" CONTROL VALVE/STRAINER ASSEMBLY FOR DRIP SCAL €: N.TS . LEGEND NON·PRESSURE LATERAL l!NE PIPING 2. PRESSURE MAIN LINE PIPIN G J , CONlROl WIRES -JAPE ANO BUNDLE EVERY 10 FEET INSTAll ADJACENT TO PRESSURE MAIN LINE., 4. PROVIDE Z' DEPTH OF CLEA N BACKFILL . 5 SEE IRRIGAHON SPECIFICATIONS FOR BACKFILL AND COMPACTION REQUIREMENTS 6 FINISH GRADE * MINIMUM BACKFILL DEPTHS FROM FI NISH GR ADE TO roP OF PIPE lZ' FOR LAT ERAL LINE PIPE INSTALLED IN PLANTERS 18" FOR LJo.TERAL LINE PIPE INSTALLED UNDER PAVING TRENCHING SCALE: NTS PREPARED B'f: 2001 EAST flRST SlREfT, SUITE 160 SANTA ANA, CA 92705 ~~~(i~ 4~7 ~~5:::1-:210 .. e " 48" 1064" LEGEND WEATHERTl!At:: LC CENTRAL AUTOMATIC IRRIGATION CONTROLLER .SECURED TO WALL WITH APPROPRIATE FASTENTERS 1-120 VOLT ELECTRICAL POWER WIRES WITH GROUND WITHIN CONDUIT FOR AUTOMATIC CONTROLLER SIZE AND INSTALL PER CODE 3 P V C CONDUIT FOR CONTROL WIRING-SIZE AS REQUIRED 4 CONTROL WIRING TO ELECTRIC CONTROL VALVES NOTE: ~ ~ FRONT VIEW INSTALL ALL WIRIN G PER LOCAL CODE S PVC ELECTRICAL SWEEP ELL -SAME SIZE AS CONTROL WIRE CONDUIT 6 FINISH GRADE 7 WALL 8 S ECURECONOUrTTO WALLWITH ~c·o11 'I.I' CLAMP SIZE AS REQUIRED , 9 J/4" CONDUIT WITH #6 BARE COPPER WIRE TO GROUND ROD OR GROUND PLATE . AUTOMATIC CONTROLLER OUTDOOR WALL MOUNT SCALE: N .TS BALL VALVE SCALE: NT S LEGEND RECTANGULAR VALVE sax WITH BLACK BOLT·DOWN COVER -HEAT BRAND'BV' ON VALVE BOX COVER IN 'l' H>G H LETTERS 2 FINISH GRADE . 3 LASCO "SLO-CLOS E" SOCKET X SOCKET SCH.BO BALL VALVE 4. J /4" CRUSHED ROCK • 8" MINIMUM DEPTH 5 COMMON BRICK 12 REQUIRED) 6 2" CLEARANC E. 7 PVC MAIN LINE PIPE • I ' IN TUR F Ail:EAS 2'' IN SHRUB AREAS CITY OF SAN JUAN CAPISTRANO DEPARTMENT OF PUBUC WORKS ENCJtlEERtjQ OMSION VERDUGO Sll'lEET BEAUTIACATION PROJECT (CIP 14106) IRRIGA TlON LEGEND AND NOTES ~ (/) VERDUGO STREET AND CAMINO CAPISTRANO -:Z:f--~~~~~~~~~~~~~~~~~~~~~~~~~~--1 "'O ~ I/) 0 z cs O::'. PREPARED UNOER TH( SUPERVISION O>: ACCEPTED B'f: JEROME PARCO. CITY ENGlNEER, RCE 50J85 ACC£PT/\NCE loS TO CUNFORLIANCE W1TH APPL~ABLE CITY STANDARDS ANO PRACTICES DESIGNED: DRAWN: JC LR -.-CHAR=o-~-..,,.FISH=ER"'R'"LA-1_4_29_EX_P-. -B-..,.3-1--19-s-:A~19 CHECKED: R> 6-20-19 SHITT L-3 SHT . 2.1 Of 28 PLOT DATE'< 1-20•1' NOTES: IRRIGATION CONTRACTOR SHALL COORDINATE All PIPING UNDER PAVING WITH GENERAL CONTRACTOR PRIOR TO START OF CONSTRUCTION , REFER TO LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION REGARDING PLANTER POTS 16 LEGEND I , NETAFIM TLEZ4-6 12MM TECHLINEDRIPPER TUBING WITH O.< GPH DRIPPERS 6" ON CENTER COVER WITH MULCH PER PLANTING PLAN 2. PLANTER POT WITH PLANTING PER PLANTING PLAN 3. NETAFIM Tl2SOV I 2MM DRIPPERLINE FLUSH VALVE . <. NET AFIM INL\NE DRIP TUBING ·BLANK TUBE , 5. NET AFIM TI 2Ell INS ERTEL BOW , NETAFIM TLS6 SOIL STAPLE INSTALLED AS SHOWN , TYPICAL. PLANTER POT· REFER TO PLANTING PLAN SHEETS FOR POT SIZE, POT MATERIAL. POT LOCATIONS AND PLANT MATERIAL . B. PVC TxT SCHEDULE 40 COUPLING 9, NETAFIM 12050MA 1/2" MIPT MALE ADAPTER . USE TEFLON TAPE ON PIPE THREADS 36" OR 42" DIA. POT IN PAVERS SCALE: N.TS @P d.d. Pagano inc. IRRIGATION CONSULT~ 4701 ltlUT OfN'MNll AVENVE ~CiE·0\9:H69 17141771 .. 200 fl\Xl714171'1""920Z SECTION 10 I /2" SCHEDULE BO NIPPLE -LENGTH AS REQUIRED. 11 . PAVERS PER CIVIL PLANS . 12. EPOXY WATERPROOF FILLER BETWEEN SCHEDULE BO NIPPLE AND PLANTER POT BY IRRIGATION CONTRACTOR. 13 PVC SCHEDULE 40 SxSxT TEE WITH l/2"THREADED OUTLET. 14 . PVC SCHEDULE 40 TEE WITH PIPING TO ELECTRIC CONTROL VALVE. 15. PVC SCHEDULE 40 TEE WITH PIPING TO OTHER PLANTER POTS ON THE SAME CONTROL VALVE. 16, PVC SCHEDULE 40 PIPING TO ELECTRIC CONTROL VALVE SIZE PER IRRIGATION DRAWINGS 17. ROLLED CURB PER CIVIL PLANS 18, A.C , PAVING PER CIVIL PLANS NOTES: IRRIGATION CONTRACTOR SHALL COORDINATE All PIPING UNDER PAVING WITH GENERAL CONTRACTOR PRIOR TO START OF CONSTRUCTION . REFER TO LANDSCAPE DRAWINGS FOR ADDITIONAL INFORMATION REGARDING PLANTER POTS . -21 1----· ----, __ SECTION LEGEND I . NETAFIM TLEZH I 2MM TECH LINE DRIPPER TUSING WITH QA GPH DRIPPERS 6" ON CENTER COVER WITH MULCH PER PLANTING PLAN . 2. PLANTER POT WITH PLANTING PER PLANTING PLAN . 3. NET AFIM Tl 2SOV I 2MM DRIPPERLINE FLUSH VAL VE 4. NETAFIM INLINE DRIP TUBING -BLANK TUBE , 5. NETAFIM Tl2Ell INSERT ELBOW . NETAFIM TLS6 SOIL STAPLE INSTALLED AS SHOWN , TYPICAL , 7. PLANTER POT -REFER TO PLANTING PLAN SHEETS FOR POT SIZE. POT MATERIAL. POT LOCATIONS AND PLANT MATERIAL, B. PVC TxT SCHEDULE 40 COUPLING . 9. NETAFIM I 2050MA I /2" MIPT MALE ADAPTER . USE TEFLON TAPE ON PIPE THREADS. 10, CONCRETE PAD PER LANDSCAPE DRAWINGS , II . 1/2" SCHEDULE80 NIPPLE -LENGTH AS REQUIRED . 12 . 1/2" SxT 90" SCHEDULE 40 ELL . 13 , PLANTING PER PER LANDSCAPE PLAN 14 . PAYERS PER CIVIL PLANS 15. OPENING IN CONCRETE PAD FOR IRRIGATION PIPING 16. PVC SCHEDULE 40 LATERAL LINE PIPE . 17. EPOXY WATERPROOF FILLER BETWEEN SCHEDULE SO NIPPLE AND PLANTER POT 8Y IRRIGATION CONTRACTOR , IS. PVC SCHEDULE 40 SxSxS TEE WITH 1/2" OUTLET. 19 , PVC SCHEDULE 40 TEE WITH PIPING TO ELECTRIC CONTROL VALVE . 20 . PVC SCHEDULE 40 TEE WITH PIPING TO OTHER PLANTER POTS ON THE SAME CONTROL VALVE 21 , PVC SCHEDULE 40 PIPING TO ELECTRIC CONTROL VAL VE.SIZE PER IRRIGATION DRAWINGS 22 PVC SCHEDULE 40 90° ELL , 23 ROLLED CURB PER CIVIL PLANS. 24 AC PAVING PER CIVIL PLANS 42" DIA. POT MOUNTED ON CONCRETE PAD IN ~LANTER AREA SCALE: N.TS CITY OF SAN JUAN CAPISTRANO cePAfmelT OF PUii.JC WORKS ENOtEERtKl DMSKlN VERDUGO STREET BEAlJTFICAllON PROJECT (Clf' 14106) IRRIGATION DETAILS VERDUGO STREET AND CAMINO CAPISTRANO JEROME PARCO, CITY ENCIHEER, RCE 50JB5 ACCEPTANCE AS TO CONFORMA NCE WlTH APPLICABLE CITY STANDARDS ANO PRAC T ~ES OESIGNm JC LR 6-20-l9 CHEC KED: Rl llWID A FISHER RLA 1429 EXP. 8-Jl -19 DAT E RF 6-20-19 L-4 SHI 22 Of 28 PLOT OATE: 6 -20-~ ~ d.d. Pagano Inc. IRRIGATION CONSULTl\NTS 4705 IAST' 01N'MAN AWNUE CJaANG•-CA 92869 17141n1 .. 200 t'l'«.(7141771-92~ MANUAL LINE FLUSHING VALVE LEGEND I . BlACK IO"ROUNDVALVE80X WITH 80U· DOWN COVER -HEAT BRAND "'MV' ON VALVE BOX COVER IN 'r HIGH LffiERS 2 INLINE DRtp TUBING ELBOW 3, 3/4" CRUSHED ROCK.8" DEPTH. 4. BLANK DRIP LINE TO FLUSH VALVE 5. NETAFIM ruov MANUAL FLUSH VAL VE (SEE IRRIGAUON PLANS AND/OR IRRIGATION DETAILS FOR LOCATION) 6, COMMON BRICK-/2) FINISH GRADE 7 MULCH PER LANDSCAPE PLAN . 8 . FINISH GRADE. 9. INUNE DRIP TUBING MALE ADAPTER 10 PVC LATERAL LINE TEE OR Ell WITH l/2"FIPTOUTLET. l 1 PVC LATERAL LINE PIPE , SIZE PER IRRIGArlON PLAN SCALE: N.i.S. FOR POTABLE DRIP SYSTEMS TWO WAY DRIPLINE START CONNECTION LEGEND I l7MM PRESSURE COMPENSATING DRIPllNE WITH CHECJ; VALVE PER IRRIGATION DRAWINGS 2. 17MM INSERT x 17MM INSERTx 3/4"FPTCOM81NATION TEE START CONNECTION 3. 3/4" PVC SCHEDULE 80 NIPPLE . LENGTH AS REQUIRED- 4 PLANTING MIX PER LANDSCAPE PLAN. s PVC lATERAl UNE TEE OR Ell WITH 3/<f' APT oun.ET fSxSxl) OR !Sxl), DRIPLINE START CONNECTION ONE VIAV ORlPLINE START CONNECTION 6 PVC LATERAL LTNE PIPE TO OTHER TREES OR SHRUS.S ON SAME CONTROL VALVE. SIZE PER IRRIGATION PLAN 7 FINISH GRADE 8. 17MM INSERT x J/4" FPT COMBINATION El&OW START CONNECTION 9. 17 MM INSERT (3/4"'MPT MALE ADAPTER. 10 PROVIDE A I' MINIMUM DEPTH Of SOil OVER ORIPUNE 11 . MULCH PER LANDSCAPE PLAN SCALE: N,TS FOR SUPPLY AND EXHAUST HEADERS 1~t;~:;J~~ ~ f."-:.::.:..-l...._~,.LJ:..,,....,.,;::;.<...;..;: DRIPLINE OPERATION INDICATOR SCALE: NTS LEGEND I. MULCH PER LANDSCAPE PLAN 2. FINISH GRADE OF MULCH . SEE LANDSCAPE PLANS J DRIPLINE OPERATION INDICATOR TEE MALE ADAPTER . 8ARB x THREAD K BAR& TEE . 5 SCH 40 T.d STREET Ell 6 PVC SCHEDULE 60 PVC NIPPLE. LENGTH AS REQUIRED 7 MARLEXSTREETELL B. PVC SCHEDULE 80 SHORT NIPPLE "EQUAL SPACE EMITTER ROWS 15"0,C , MIN AND 18"0 ,C ,MAX. LEGEND PlANTER CURB. PAVING OR WALL 2 PERIMETER ORIPLINE TUBE 6~ FROM EDGE OF PlANTEI! CURS. PAVING OR WALL. 3 DRIPUNE START CONNECTION FOR SUPPLY HEADER , !TYPICAL) 4. 17MM ORIPUNE PRESSURE COMPENSATING WlrH CHECK VALVE INSTAUEO ON GRADE , S. 17MMBARBEOWElBOW. 6. t 7MM BAR SEO TEE 7 DRIPLINE CONTROL VALVE ASSEMBLY. B LINE FLUSHING VALVE PLUMBED TO DRIPUNE 9. IN-LINE DRIP EMITTER SPACING PER U1RIGATION DRAWINGS IO, ORJP S'fiTEM OPERATION INDJCAlOR. 11 . TO ADDITIONAL ORIPUNES AS REQUIRED BY IRRIGATION DRAWINGS SCHEMATIC DRIPPERLINE LAYOUT SCALE: N.T .S. (RECTANGULAR PLANTER) DRIPPERLINE INSTALLATION SCALE: NJ.S. LEGEND l , 17MM DRIPLINE PRESSURE COMPENSATING WITH CHECK VALVE INSTALLED BELOW FINISH GRADE 2. FINISH GRADE IN PLANTING AREA~ 3 PROVIDE A \"MINIMUM DEPTH OF SOIL OVER DRIPLINE . 4 12 GAUGE GALVANIZED SOIL STAPLE 6" MINIMUM LENGTH INSTALLED 4 FEET ON CENTER PLUS TWO STAPLES FOR EACH TEE. ELBOW ANO CROSS , 5 UNIFORM SOIL MIXTURE PER LANDSCAPE PLANS 6 FINISH GRADE OF MULCH see LANDSCAPE PLANS CITY OF SAN JUAN CAPISTRANO OEPARIMENT OF PUBUC WORKS VERDUGO STilEET BEAlJTFlCATION PROJECT (C/P 14106) IRRIGATION DETAILS g lfl VERDUGO STREET AND CAMINO CAPISTRANO ~Zf--~~~~~~~~~~~~~~~~~~~~~~---1 5 Q PREPARED UNDER THE SUPER\1SION OF: ~ i7l -E.. cs ~.~~~ n::: $r?!.~ ACCEPTED B'I: JEROUE PARCO, CITY ENGINEER, RCE 50l85 ACCEPTANCE AS TO CONfORMANCE WITH APPLK:ABLE CITY STANDARDS AND PRACTICES LR DESIGNED: JC DRAWN: 6-20-19 CHECKED: DATE: SHEET L-5 RICHARD A. RSHER R.U 1429 EXP. 8-l1-19 DATE RF 6-20-19 SHI. 2l or 28 Pl.OT DATE: 6-20-'19 RANCHO CAPISTRANO WINERY 36" DIA. POT TYP. PER DETAIL 5 SHEET L-8 / WOOD BENCH TYP. INSTALL PER DETAIL 6SHEETL-8. PEDESTAL WITH POTSPERDETAIL2 SHEETL-9. REGENCY THEATRES TREE WELL PER DETAIL I SHEET L-8 AND DETAIL 1 SHEET L-10 PEDESTAL WITH POT AND LIGHT POLE TYP. PER DETAIL 1 SHEETL-9 I RANCHO CAPISTRANO WINERY CAPISTRANO PLAZA w > 0 Ill ~ w w (/) w z :J :i:: (.) ~ :2 c:___._ _____________ _:.; ___ ~ I BUENO BUENO I MEXICAN I PARKING STRUCTURE r KITCHEN ' I I I ( REFER TO PLANTING ENLARGEMENT-2, SHEET L-7 RUBY'S DINER SYM. 8 ,··. ~ . : ·-· ~~ ® G 0 0 ~ @ ~ -10' 0 5' 10' l w• I SCALE : , .. = 10·-o" / ,--1 BOTANICAL NAME COMMON NAME SIZE QTY REMARKS TREE LEGEND PLATANUS ACERIFOUA 'YARWOOD' YARWOOD PLANE TREE 42''BOX STANDARD LAGERSTROEMIA INDICA 'NATCH EZ' NATCHEZ CRAPE MYRTLE 42" BOX STANDARD PROTECT IN PLACE EXISTING TREE PROTECT IN PLACE EXISTING PALM TREE SHRUB LEGEND BULBINE FRUTESCENS 'TINY TANGERINE' TANGERINE STALKED BULBINE CAlANDRINIA SPECTABILIS ROCK PURSLANE CANNA 'LUCIFER' NCN LEONOTIS LEONURUS LION'S TAIL SGAL 15 LIGUSTRUM JAPONICUM IEXANUM' JAPANESE PRIVET 15 GAL 11 MIMULUS AUFW<'llACUS BUSH MONKEY FLOWER 1 GAL 39 TRADESCANTIA PALLIDA PURPLE HEART 1GAL 05 PELARGONIUM PEL TATUM 'BALCAN HYBR10S' rvY GERANIUM 1 GAL 37 TRACHELOSPERMUM JASMINOIOES STAR JASMINE 5GAL 39 SENECIO MANDRALISCAE BLUE CHALK STICKS FLATS xx PLANT e· o_c. ZAUSCHNER/A CANA 'HOLLYWOOD FLAME' CALIFORNIA FUCHSIA 1GAL 39 NOTE: SEE PLANTING DETAILS SHEET P~3 FOR PLANTING INSTALLATION CITY OF SAN JUAN CAPISTRANO ~ ~ (/] :: g, z fl "'o ~- g 0 (/] 5 t w v ()'.'. ~ % g oePARnENT OF P\8.JC WOflKS ~ CMSKlN VEAOUGO STREET BEAlJTIRCATION PROJECT (C1P 14106) PLANT'tJG PLAN VERDUGO STREET AN> CAMN:> CAPISTRANO PREPARED UNDER THE SUPEIMS10N OF: ACCEPTED BY: JEROUE PARCO, CITY ENGINEER, RCE 50J85 ACCEPTANCE AS TO CONFORMANCE WITH APPllCA8L( CITY STANOAROS ANO PRACTICES O~GNm ORAWI<: JC LR DAI"(: SHEET L-6 ::'.~::'.'cHAR=o""A.°"'A"'SHE=R':'R:-LA:-o-11:-:c29,--;oE,--:XP-_ 8.,.._-J-1--19 '!;'" CHECKED: RF 5-20-19 SHT. Zt OF 28 .' 1·~\' ! 1-r .. --: I I I \ ~ ~ 0 z ~ I-tn D. < 0 0 z ::!: < 0 PLANTING ENLARGEMENT-2 ""----- NOTE : EXISTING PALMS TO REMAIN & BE PROTECTED PLANTING ENLARGEMENT-1 0 \ I I ,-.. 0 0 z ~ I-tn ii: . ' < 0 0 z ..._,I ::!: < 0 PLANTING ENLARGEMENT-3 -4' 0 2' 4 ' I lJ-1 I SCALE: 1'' ~ 4'-0" I 0 z ~ 1- !!2 D. < 0 0 z ::!!: < 0 SYM. 8 ,-... , ! • : ,_, ~~ -:y1 0 ~ _<::: G ~ ® @ 0 GJ ~ @ BOTANICAL NAME COMMON NAME SIZE QTY REMARKS TREE LEGEND PLATANUS ACERtFOLIA "YARWOOD' YARWOOD PLANE TREE 42''BOX B STANDARD LAGERSTROEMIA INDICA 'NATCHEZ' NATCHEZ CRAPE MYRTLE 42" BOX 2 STANDARD PROTECT IN PLACE EXISTING TREE PROTECT IN PLACE EXISTING PALM TREE SHRUB LEGEND BULB INE FRUTESCENS 'TINY TANGERINE ' TANGERINE STALKED BULBINE SGAL SQ CALANDRINIA SPECTABILIS ROCK PURSLANE --·· " CANHA 'LUCI FER' N.C.N 'GAL 46 LEONOTIS LEONURUS LION'S TAIL SGAL 15 LIGUSTRUM JAPONICUM 'TEXANUM' JAPANESE PRIVET 15GAL 11 MIMUWS AURANTIACUS BUSH MONKEY FLOWER 10AL 39 'TRADESCANTIA PALLIDA PURPLE HEART 1 OAL BS PELARGONIUM PEL TATUM 'BALCAN HYBRIDS' IVY GERANIUM 1 GA L J7 TRACHELOSPERMUM JASMINOIOES STAR JASMINE SGAL 39 SENECIO MANORALISCAE BLUE CHALK STICKS FLATS xx PLANrs·oc ZAUSCHNERIA CANA 'HOLL YWOOO FLAME' CALIFORNIA FUCHSIA 1 GAL 39 NOTE : SEE PLANTING DETAILS SHEET P-3 FOR PLANTING INSTALLATION POTTERY PLANTING ENLARGEMENT 36" DIA . POT (32 TOTAL) QTY BOTANICAL NAME (PER POT) NOTE: CANNA 'LUCIFER' MIMULUS AURANTIACUS TRADESCANTIA PALUDA PELARGONIUM PEL TATUM 'BALCAN HYBRIDS' TRACHELOSPERMUM JASMINOIOES ZAUSCH NERIA CANA 'HOLL YWOOO FLAME' VERDUGO STREET ALL POTS ALONG \'ERDUGO STREIIT SHALL BE 36" DIA. POTS LOCATED AT VERDUGO STREET CUL-DE-SAC SHALL 8£ 42" DIA. REFER TO SHEKT L-6. .. ; '!. u Q 5 z ~ Ul _z ~Q 0 Ul 0 z > w O'.'. 42" DIA. POT (7 TOTAL) QTY BOTANICAL NAME (PER POT) CANNA 'LUCIFER' Mllri1Ut.VS f\UFlANtlACUS TRADESCANTIA PALLIDA -5 PELARGONIUM PEL TATUM 'BALCAN HYBRIDS' TRACHELOSPERMUM JASMINOIOES ZAUSCHNERIA CANA 'HOLL YWOOO FLAME' CITY OF SAN JUAN CAPISTRANO DEPARTMENT OF PIJBIJC WORKS VERDUGO STREET BEAUTIFICATION PROJECT (CIP 14106) PlANTI'«l ENLARGEMENT PLAN VEFIOUOO STREET AM:> CAMINO CAPISTRANO ACCEPTED BY: JERO~E PAACO, CrTY ENG~EER, RC E 5DJB5 ACCEPTANCE AS TO CONFORMANCE WITH AP!'UCABLE CITY STANDARDS AND PRACTICES Df:SlGNEIJ: ORAWtf: JC LR -Rl-CHAR-D-A.-F-~-HE_R _R _LA-14-29_EX_P_B--3 -1 --19 ~:lg CHECKED: RF DArE": 6-20-19 DATE SHE'CT L-7 SHT. 25 Of 28 LEGEND 1. 24" BOX TREE (SEE LANDSCAPE PLAN FOR SPECIES AND SIZE) REMOVE NURSERY STAKE. 2. ROOT BALL CROWN. (PLANT 1" ABOVE FINISH GRADE, AND 3" BELOW BOTTOM OF GRATE) 3. IRRIGATION PER TREE WELL IRRIGATION DETAIL. 4. 2" LAYER OF GRAVEL ABOVE FINISH GRADE. 5. TREE GRATE SEE PLAN FOR SIZE AND KIND. 6. CONCRETE CURB PER DETAIL 1 SHEET L-10. 7. 24" DEEP LINEAR ROOT BARRIER. (ON 2 SIDES OF TREE, PARALLEL TO THE STREET]. DEEP ROOT CORP UB-24-2 LINEAR ROOT BARRIER e. FERTILIZER TABLETS, NUMBER PER AGRONOMIC SOILS REPORT. 9. ROOTBALL. 12 NOTES CONCRETE TO BE TYPE V COMPACT SUBGRAOE UNDER PAVERS ANO CONCRETE CURB LEGEND CD 1 GAL OR 5 GAL SHRUB 2 Tilol[S ROOlBAU. DIAMEl'Ell 0 CROWN OF SHRUB TO BE PLANTED 1" ABOVE FINISHED GRADE 0 2" MULCH LAYER MIN. REFER TO PLANTING SPECIFICATIONS © TEMPORARY BASIN WITH 6" BERM © FINISH GRADE © AGRIFORM PLANT TABS 0 UNDISTURBED NATIVE SOIL Pl.ANTT._11$ 10 . AMENDED BACKFILL MIX PER AGRONOMIC SOILS REPORT © AMENDED BACKFILL PER AGRONOMIC SOILS REPORT CV ROOTBALL Sl2E Of PlAN'T NUMBER OF TABS PER PLANT 11 . UNDISTURBED SOIL UNDER TREE. 12. INTERLOCKING PAVERS PER CIVIL PLANS 13. ROLLED CURB PER CIVIL PLANS 14.A .C. PAVING PER CIVIL PLANS TREE PLANTING IN WELL WITH GRATE ~ 42'' DIA POTTERY CONCRETE PAD INTERLOCKING PAVERS PER CIVIL PL.ANS 0 ROLLED CURB PER CIVIL PlANS © IRRIGATION LINE PER IRRIGATION PLANS INSIDE DIAMETER OASE DIAMETER ~ ~~ l 2·-10· l " ), ® PVC DRAIN LINE CONNECTED TO LANDSCAPED DRAIN SYSTEM 0 POTORAIN... t ~1 'Z' SCH AO PVC PIPE WI COUPLING PLACED INTO DRAIN HOLE AFTER POT IS CelTERED O\/Ef1 OR,AUIAGE PIPE 0 2" DIA DRAIN HOLE ® 12" DIA. HOLE IN PAD FOR DRAINAGE & PLUMBING ACCESS FOR POTS @ A.C, PAVING PER CIVIL PLANS @ FILL 'WITH PEA GRAVEL TO TOP OF DRAIN PIPE @ COVER PEA GRAVEL W/ FILTER FABRIC CONTINUE FABRIC +2" UP SIDES OF POT AND SEAL W/ DUCT TAPE NOTE: 1GAL 2 5 GAL 3 15<;Al. 4 24'*80X 6 NOTE: PLACE TABS MAX 4M BELOW GRADE REMOVE BASIN PRIOR TO END OF MAINTENANCE SPACE TABS EVENLY AROUND PLANT NTS 2 0 36" OR 42" DIA POTTERY SHRUB PLANTING 1"51DE DIAMETER eASE DIAMETER @ INTERLOCKING PAVERS PER CIVIL PLANS 0 ROLLED CURB PER CIVIL PLANS 0 IRRIGATION LINE PER IRRIGATION PLANS © PVC DRAIN LINE CONNECTED TO LANDSCAPED DRAIN SYSTEM ® POT OAAtN. 1 toxn:· SCH-40 PVC PtPE W/ COUPLING PLACED INTO DRAIN HOl.£.AFTER POT IS CENTERED OVER DRl\INAGE PIPE (j) 2" DIA DRAIN HOLE @ A.C . PAVING PER CIVIL PLANS ® FILL lMTH PEA GRAVEL TO TOP OF DRAIN PIPE ~ COVER PEA GRAVEL W/ FILTER FABRIC. CONTINUE FABRIC +2" WP ~ SIDES OF POT AND SEALW/DUCTTAPE Ci) BENCH @ BOLT BENCH TO PAVERS l/v'ITH STAINLESS STEEL ANGLED BRACKET ANO BOLTS PER MANUFACTURER'S INSTRUCTIONS 0 INTERLOCKING PAVERS PER CIVIL PLANS © COMPACTED SUBGRAOE © CONCRETE PAVING PER CIVIL PLANS NOTES: ALL HARDWARE SHALL BE STAINLESS STEEL COAT BENCH\MTH 2 COATS WOOD WATERPROOF SEALER 4 42" DIA. POT MOUNTED ON CONC. PAD IN PLANTER NTS 5 36" OR 42" DIA. POT IN PAVERS NTS 6 BENCH INSTALLATION NTS 3 PLAN VIEW N.T.S. SPACING PER PLANT LfG£NO 5 LEGEND 0 0 © 0 DISTANCE TO EDGE EQUALS 1/2 OF S PACING PER LEGEND, PLUS 1 FOOT EXTRA FROM EDGE EDGE OF CURB, EDGE OF PAVING, FACE OF WALL SHRUB OR GROUNDCOVER LOCATION 2"' MULCH LA YER MIN. AMENDED SOIL PER AGRONOMIC SOILS SECTION A-A N.T.S. GROUNDCOVER PLANTING .. 0 ~ Q. u f! ?: .., NTS PLANTING NOTES 1, 2 . 3 . 4. 5. 6 , 7. 9 . 10. 11 . 12, 13. 14. 15. SHRUB LAYOUT SHALL BE AS SHOWl>J ON PLANS. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. CONTRACTOR SHALL BE LIABLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLANS AND SPECIFICATIONS. REFER TO PLANTING SPECIFICATIONS AND INSPECTION CERTIFICATION SCHEDULE. IRRIGATION SYSTEM SHALL BE INSTALLED AND OPERATIONAL PRIOR TO INSTALLATION OF PLANT MATERIAL. CONTRACTOR SHALL SCHEDULE INSPECTION WITH THE CITY ENGINEER PRIOR TO INSTALLING TREES & SHRUBS TREES AND SHRUBS SHALL BE PLANTED AFTER CONCRETE PLACEMENT, BUT NOT BEFORE COVERAGE TEST NO. 1 HAS BEEN APPROVED. (SEE SPECIFICATIONS) EXCEPTION: SPECIMEN 48 AND 60 INCH BOX TREES SHALL BE PLACED PRIOR TO CONCRETE PLACEMENT. IRRIGATION MAIN LINES, LATERALS AND HEAD PLACEMENT SHALL BE INSTALLED IN CONSIDERATION OF TREE LOCATIONS AND SHRUB MASSING. IRRIGATION SYSTEM INSTALLATION INTERFERING WITH PLANT PLACEMENT SHALL BE RELOCATED AT CONTRACTORS EXPENSE. THE RECOMMENDATION OF THE AGRICULTURAL SOILS REPORT SHALL SUPERCEDE THE SOIL PREPARATION AND BACKFILL MIX SPECIFICATIONS (SEE SEPARATE SPECIFICATIONS). THE CONTRACTOR SHALL SUBMIT COPY OF ALL AGRICULTURAL SOIL REPORTS TO THE LANDSCAPE ARCHITECT AND CITY ENGINEER PRIOR TO MODIFICATION TO THE SPECIFICATIONS. THE LANDSCAPE CONTRACTOR SHALL TAKE FIVE (3) SOIL SAMPLES FROM THE SITE AT LOCATIONS APPROVED BY THE LANDSCAPE ARCHITECT , TH E SAMPLES SHALL BE TAKEN AT A DEPT H OF TWELVE (12") INCHES AFTER ROUGH GRADING AND SUBMITTED TO AN APPROVED AGRICULTURAL SOILS AND PLANT LABORATORY FOR AGRICULTURAL SUITABILITY TESTING FOR CALIFORNIA NATIVE PLANTS. THE COST OF THE TESTING SHALL BE INCLUDED IN THE CONTRACTORS BID . SHREDDED MULCH INSTALLATION: INSTALL 2 INCH MINIMUM SHREDDED FOREST FLOOR MULCH IN ALL SHRUB AND GROUNDCOVER AREAS PER SPECIFICATIONS UNLESS OTHERWISE NOTED ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND I OR REPLACEMENT OF AN Y DAMAGED LANDSCAPE AREAS BEYOND THE LIMITS OF WORK. INCLUDING BUT NOT LIMITED TO ELECTRICAL. MASONRY, FLATWORK, REPAIRING OF ANY IRRIGATION LINES, SPRINKLER HEADS THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION, AND I OR HIS SUB-CONTRACTORS . REPLACEMENT ITEMS SHALL BE EXACT DUPLICATION OF THE ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT AND CITY ENGINEER . IT IS THE CONTRACTORS RESPONSIBILITY TO MAINTAIN ALL GRADES AND FLOW LINES AS SHOWN ON THE CIVIL ENGINEER'S GRADING PLANS. A REQUEST FOR DEVIATION SHALL BE SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. LINEAR ROOT BARRIERS SHALL BE PLACED ALONG CURBS, WALKS AND WALLS, AND WHERE INDICATED ON PLANS. REFER TO DETAIL 1, SHEET L-3. CLEAN-UP OF THE SITE SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE CONSTRUCTION MANAGER. THE CONTRACTOR SHALL PROVIDE NURSERY CERTIFICATION FOR ALL PLANT MATERIAL, § (/) li:z ffio .,,_ l!l (/) > w ()'.'. ~ g CITY OF SAN .JUAN CAPISTRANO DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION VERDUGO STl'IEET BEAUTIFICATION PROv'ECT (CfP 14106) PLANTING DETAILS VERDUGO STREET AND CAMINO CAPlsmANO PREPARED UUDER THE SUPERVISION OF: ACCEPTED BY: JEROME PARCO, CITY ENGINEER, RCE 50385 ACCEPTANCE AS TO CONFORIAANCE WITH APPLICABLE CITY SIANDAROS ANO PRACT ICES LR &-20-19 CHtCilm DATE SHEET L-8 RICHARD A rnHER RLA Im EXP 8-31-19 1)1.110" RF 6-20-19 5111 25 Of 7~ ELEVATION NOTTO SCALE f4REBAR~\ ~ j" RADIUS ~ ~ 14 REBAR NP. 1• REBAR@ 18" 0.C.~ L --.-3•.3· ~-l~ f RADI US l'n'\~ . " c 14 REBA~ NP POT BASE DIAMETER l.:!_L ~ ,3-----f ~ +----!~ i EQUAL J 2'·4" .L EQUAL i -10'·3" - CONCRETE CAP SECTION NOTTO SCALE 10'-3" PLANV1EW NOTTO SCALE PEDESTAL WITH POT AND LIGHT POLE 8 TIE LIGHT POLE FOOTING REBAR ~TO POU RED IN PLACE COOCR[][ CAP SECTION A-A NOTTO SCALE NOTES: CONCRETE TO BE TYPE V . CONCRETE FOR CAP TO BE 3250 PSI ~---~------, ,---1 r-_~1 3 L ___ \ /-~J - 1 '---I l .~.------r PLAN VIEW. FOOTING NOT TO SCALE LEGEND ELEVATION NOTTO SCALE 0 36" DIA POTTERY © LIGHTPOLE -REFER TO ELECTRICAL PLANS 20 14 REBAR 0 Al TERNA TE BEND S 0 4'" THICK POURED-IN-PLACE NATURAL COLOR CONCRETE CAP IMTH RETARDANT FINISH © PEDESTAL 'MTH TALAVERA TILE © POURED IN PLACE CONCRETE FOOTING © INTERLOCKJNG PAVERS PER CIVIL PLANS 0 ROLLED CURB PER CI VIL PLANS © 6X6X16 CMU BLOCK © 4XBX16 CMU BLOCK ® LIGHT POLE FOOTING PER ELECTRICAL PLANS @ EXPANSION JOINT @ A.C. PAVING PER CIVIL PLANS @ IRRIGATION LINE PER IRRIGATION PLANS @ PVC DRAIN LINE CONNECTED TO LANDSCAPE DRAJN SYSTEM PER CIVIL PLANS @ POTDRAIN @ FILL VOID IMTH SAND @ 12" OJA HOLE IN CONCRETE CAP FOR DRAINAGE & PLUMBING ACCESS FOR POTS TYP. @ Z' DIA DRAIN HOLE TYP @ LIGHT POLE MOUNTING PLATE @ 90"/• COMPACTION SUBGRADE NTS NOTES: CONCRETE TO BE TYPE V. " CONCRETE FOR CAP TO BE 3250 PSI ELEVATION NOTTO SCALE 8'.Q" t::.14 REBA~ NP --~1~ L CONCRETE CAP SECTION NOTTO SCALE PLAN l/IEVI POT OUTSIDE DIAMETER POT INSIDE DIAMETER POT BASE DIAMETER ~ NOTTO SCALE i-~~?¥~~l] ~G:~O:POTTERY 1-----;..():-----r ~ EXPANSION JOINT PLAN VIEW -FOOTING NOTTO SCALE 4" THICK POURED-IN-PLACE NATURAL COLOR CONCRETE CAP WITH RETARDANTFINISH © PEDESTAL VollTH TALAVERA TILE © POURED IN PLACE CONCRETE FOOTING © INTERLOCKING PAVERS PER CIVIL PLANS 0 ROLLED CURB PER CJVJL PLANS © 6X6X16 CMU BLOCK © AC. PAVING PER CIVIL PLANS @ IRRIGATION LINE PER IRRIGATION PLANS t;:;\ PVC DRAJN LINE CONNECTED TO LANDSCAPE \!..!I DRAIN SYSTEM PER CIVIL PLANS @ 2" DIA . DRAIN HOLE TYP ~ 12"otA. HOLE IN COh't.RETE. CAP FOR DRAINAGE & \!3 PLUMBING ACCESS FOR POTS TYP. @ Fill VOID WTH SAND /4 REBAR 0 ALTERNATE BEOOS 2 PEDESTAL WITH POT NTS IO g Ul 2 . ... z .. ~Q u !!: Cf) e > I: w IJ 0::: -' ~ CITY OF SAN .JUAN CAPISTRANO DEPARThENT OF PUel.JC WORKS VERDUQO STREET BEAlJTIFICATlON PROJECT (CIP 14106) POT PEDESTAL DETAILS VERDUGO STREET AND CAMINO CAPISTRANO PREPARED UNDER THE SUP[!MSKlN OF : ACCEPT£0 BY: JEROME PARCO, CITY ENClNEER, RCE 50l85 ACCEPTANCE AS TO CONFORMANCE WITH APPLICABLE CITY SlANOAROS ANO PRACT ICES JC LR 6--20-19 Cl!l.CKlO-OATE: SH EH L-9 g :-llOW=Rll,,-,A-. "'nSH=ER""'R"°L""A-1"'42::9-:EX"Pc-::-B--:l:-1_-:-19:-DATE RF s-20-19 sm. 11 °' ie TREE GRATE ' ' /(8.U~OPENING~ ECP'MISION LINES 1 YhtSOUDGRATING -,,.t:~(:I·•·····~~····~···~~ )o',."SLOPORTRIB ~ Section A-A• ' sl!IPOA:T Riss , 1!/i1" SOI.JO GRATING Section B-B' TYP. Xi° OPENINGS r ~.~ O.C. AT TOP OF GRATE 1--4 ~ ~-Y" >--------4'·0%"1+/·l -------.... I--------4'-<l~'(+/-1 --------< SPECIFICATIONS ~ Marerial will be high quality 100% recycled grey iran; ASTM Me dass 35b or better; hardness 170-223 br1nnell (unless specined otherwise; s~ below). Material: a Grey ll"Dl"I ASTM A48 (standard) • Rnish will be natural patina of raw iron (unless specified oltlerwise; see Oelow). Finish: a Rust conditioner .. Drmoc.r'ldofl l •to nomln..111 . ;mt in two pieces. :)&•is l"thid<atedl}e. ))Ccn.Lct~~at1'-6"and2'-8". 4) No~ Ql'Uter than ',4", in conl'ormance with AOA ~bility Guidelines. 5) Grate weighs 273 lbs. Tree Grate 4' Sq. Coho UABlllo..N lllo..C:CESiSCJAIE Foundodlll12 5 E FIFTEENTH ST Ales@urb11m1cceSSOlle&.com TACOMA , WA 98421 wwwurti;maccauories cam (877)487-048!1 SPECIFICATIONS • h~ t n: con1truaod4' m4d "llel ,AST'M A36 (unless specified a~ 1tt bdoiN).. ~"'1trf~~~el ASTM A36 (standard) a Stainless Steel grade 304L a Architedlsal Bronze, ASTM 8455 :i Structural Aluminum, ASTM 8221 ·finl1tlwilttlet11XU!'~~of~:iteel (unless speclfted otherw~; see below). Finish: :i Raw (standard) J Polye.ster Powder Coat• .J Liquid Coat (wet paint)"' Color: '"Please specify standard UA color ormtr. nome 4"d Cdor ~ '.JGalv~red ::i Ol:ller: -Frame is k>ad rated f'or pedestrian traffic only (unless specifted ottierwlse; see below). l.cild C'l.lsslrlc<lolJoru.i """"""°"~) :::i Light Vehicular :: H20/HS20 (Additional steel support may be added ror optional load dasses. Please contact UA fer revised cut sheet, as necessary.) ·Typical 1/&" horizontal 'li'P betw£en grate and frame. All visible welds to be ground smooth on outside edges. Frames wiH be true to square or diameter. Top of grate Hush with Qrade or surrounding tapping material (paver, o:mcrete slab, etc.), -Dimensions are nominal. Comments: Tree Grate Frame 4' Sq. Type "S" Pedestrian Duty UABlllo..N lllo..CCESSCJAIES Fa~nded 1972 5 E, FIFTEENTH ST. sa1u@urbanaccessorlcs com TACOMA, WA 98~21 www urbanaccessorlea com (877)487.0488 NTS 2 7 '-4" EQUAL EQUAL f) / II -~I ( ' I :) LEGEND ELEVATION NOTTO SCALE CD SMOOTH FINISH, NATURAL COLOR CONCRETE COLUMN BASE 0 COLUMN 'v\llTH BRICK VENEER 0 6X10 OOUGlAS FIR BEAM © 6X8 DOUGLAS FIR BEAM © 4X6 DOUGLAS FIR LATIICE@ 12" O.C. © FINISH SURFACE PER PLAN 0 BENCH © NATURAL COLOR CONCRETE CAP WITH SMOOTH FINISH NOTES: 1, CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO THE CITY PRIOR TO FABRICATION FOR REVIEW ANO APPROVAL. 2 SHOP DRAW1NGS SHALL BE SIGNED BY A CALIFORNIA LICENSED STRUCTURAL ENGINEER 3 TRELLIS STRUCTURE SHALL RECEIVE SEMI- TRANSPARENT STAIN STAIN TO SHALL MATCH TRELLIS STRUCTURE LOCATED AT TREVOR'S AT THE TRACKS 4 SEALER TO BE EXTERIOR WOOD WATERPROOF SEALER- S BRICK VENEER TO MATCH EXISTING TRELLIS STRUCTURE AT THE TRAIN STATION PLATFORM THE CONTRACTOR SHALL SUBMIT SAMPLES FOR APPROVAL TRELLIS STRUCTURE 1 3 ~ ,/~ "' \ '·--,'' \· l 1'-10" h l~ 2'-4" t ' l h i "' 2. e [ Ul ~ z 0. [ij 0 u ~ 2 " Ul > ~ w v O'.' ~ ci >: l h EQUAL 16'-0" 14•.a - ELEVATION NOTTO SCALE 16'-0 " 11'-4" PlANVIEW NOTTO SCALE 0 ~ b _, "' t 2 '-4" l' EQUAL ~· J~ CITY OF SAN JUAN CAPISTRANO DEl'ARTMENT OF PUBL.JC WORKS ENaNEERING DIVISION VERDUGO S'mEET 8EAlJTIF1CA110N PROJECT (CIP 14106) TRELLIS DETAILS VERDUGO STREET AND CAMINO CAPISTRANO PREPARED UNDER THE SUPERVISION OF: ~~"~~ ACCEPTED BY : JEROi.1£ PARCO, CllY ENGINEER, RCE 50J85 ACCEPIANCE AS TO CONFORMANCE WHH APPLICABLE CITY STANDARDS ANO PRACTICES Df.SlCll(D: l)ltA.WN ; JC LR &-211-19 Cll:CK(I) RICHARD A FISHER RLA 1429 EXP B-31-19 --oAi(° RF 6-20-19 5'<£0 L-10 5111 . lS IX 13