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HomeMy WebLinkAboutR_6046_S',.' "" ;' /• .. CITY Of COSTA MESA w:TIIIIAST • CITY Of IRVINE '~\!~:?,, ,w• ',, ,•• PROJECT LOCATION . " ~\i)· • .. • ·:_:jih_>:~)· . _ _::;: VICINITY MA,O NOT TO SCALE _,.-<.,,_, ·•-,,vft.~ ,i,/ ~-il"BC>.JEC:T . • \ / .•.. ~···· •• • • :I;'~.,. ' _./ --J>·-... :>· ( /·•,·· • .. ~ •. ••. B!=ACH LOCATION MAP • • ORANGE COUNTY SlRVEY~ 13ENCHMARK NO. "3S-45-99", NAVO 88 -2011 ADJ. ELEV= 251. 76 FT. NOT TO SCALE TIN~ DESCRIBED BY OCS 2003 -FOU,O 3 3/4" OCS ALUMINUM BENCHMARK DISK STAll"EO "JS-45-99" Ta> ~Tl£RLY CORNER OF A 4.0 FT. BY 8.0 FT. CCNCRETE CATO! BASIN. IOll,£NT IS LOCA CORNER OF Tl£ lr4TERSECTION OF MACAR~ BOLLEVARD N-0 SAN JOAQUIN HILLS ROAD, 70 f1". TI-E CENTERI..If£ OF MA~ fn.L.EVARO AND 135 FT. ~TI-EASTERLY OF Tt£ CENTERl..lf,£ OF ROAD. MONLIIENT IS SET LEVEL WITH TI-E SIDEWALK. IN Tt£1~STERI..Y y OF ~IN HILLS OCS GPS fVPI( • 80.32 FT. N-0 OCS GPS TRAK 495.34 FT. OFBEARINQS: BEARINGS N-0 ~INATES AS SHOWN 1-EREON ARE IN TERMS OF TI-E CALIF'ORNIA COMOINATE Stjs:TEM OF 1983 (EPOCH 1991.35), ZOI£ 6; BASED LOCALLY lJf'OI Tt£ FCU.OWING CONTRa... STATICJIIS PUBLI9f;o BY Tt£ CD.NrY OF ORANGE. FVPK OCS GPS FVPK, ~THING 2,188,768.54 FT., EASTING 6,048,757.12 FT. OCS6269 OCS GPS 6269, ~THING 2,172,284.87 FT., EASTING 6,068,343.79 FT. TRAK OCS GPS TRAK, ~THING 2,171,991.67 FT., EASTING 6,088,762.07 FT. DIii. 11lll. FIii! 1 a IZl' IM SECTION 4216/4217 OF TI-£ GIM'.RNENT COOE REQUIRES A DIG ALERT IDENTIFICATION llME! BE ISSl.Ell BEf<:R: A "PERMIT TO EXCAVATE• ltLL BE VALID. FOR YOl.R DIG ALERT ICENTIFICATION NlMlER. CALL lNlERGR(lH) SERVICE ALERT TW. Mn: AT H!00-227-2600 TWO WCR<ING DAYS BEfM YOU DIG. ' PUBLIC WORKS DEPARTMENT SANTA ROSA DRIVE MEDIAN IMPROVEMENTS ·UTILITY CONTACTS UTJLITY\QHR OJ ATiff OlSTRl8UTION 121 ~"1 CXlll:tHCATtONS Ill EU.ER t.£0IA CCIPIINY BJ CITY OF ~T 8EAOI ISi SC GAS -SANTA ANA I) UTI SC ATT TRANSMISSION TCG 171 UTI FM EDISON -lELECOlfll!MICA'fIONS 'ft0£ NO,. (714} 666-5698 (949) 546-2466 (310) 755---7225 (949) 718-3400 {714) 634-3262 (714) 634-5004 (213) 787-0212 (714) 796-9932 DA'IE: __.3:...-_7._-.....:(3...JL-_ SYMBOL LEGEND 0 liWHJI..E <cf FIR£ HYMANT _. ___ EXISTING ----R/W Lit£ NEW CQIISTRUCTION -·-t-·-CENTrnl.INE -w WATER LINE -SD-STORM DRAIN "----0-GAS Lit£ E -ELECTRIC LINE -T TELEPHONE LINE "--CAlV-CABLE TV Lit£ .,,.. SIGN t:,. AC AB AVE. 8/W BC BCR BEG BLVD CATV ~ CB CF CL C0NC OR ow E EC ECR EG ELEV EX/EXIST FG FL FS f1" GM GV H INV JS L SHEET INDEX SHT# DRAWING CESCRIPTION 1 TT-1 TITLE si.EET 2 N-1 GENERAL 00 CONSTRUCTION NOTES 3 . ·TX-1 TYPICAL SECTIONS . 4 ST-1 STREET llf>ROVEIENT PLAN 5-7 LS-1 TO LS-3 l.ANDSCAPE PLAN 8 P0-1 Sl~ll>E, STRIPll>E It TRAFFIC SIGNAL t,d)IF'ICATIIII PLAN . 9-12 TC-1 TO TC-2 TRAFFIC CONTRCL PLAN 13 EC-1 EROSl«J,j CCNTROL PLAN ABBREVIATIONS CURVE DELTA LAT LATERAL ASPHALT CONCRETE LT LEFT AGGREGA'TE BASE MAX MAXIMIM AVENI£ 11-1 MAl+IOl.£ BAO< OF WALK MIN MIN!Ml.11 BEGIN MVE N NMTH BEGIN Cle~ NAVO NMTH AMERICAN IJERTICAL 0A1UI BEGIN NO. f'Ul!IER BCU.EVARO NTS NOT TO SCALE CABLE lELEVISION ocs ORANGE COlNTY SUM'.Y Cllti ~ GUTTER PB Pl.LL BOX CATCH BASIN PCC PORTLN-0 CEMENT CONCRETE/ OiRB f"ACE POINT OF CCNTINOUS ·ct.ftVE CENTER!..!!£ PKWY PARKWAY CONCRETE PROP PROPOSED [)IUVE R RADIUS DOIESTI.C WATER RCE REGl::,IEREO CIVIL ENGi~ EAST RCP REINFORCED CONCRETE PIPE END Cl.AVE RET RETAINING END Cle RETURN R/W RIGHT OF WAY EXISTING GROUND SD STORM DRAIN ELEVATION SL STREET LIGHT EXISTING s SLCff: FINISH GROUND SHT St£ET FLOW LUE STA STATICt4 F' IN ISl£D SURF ACE STD ST~ARO F'OOT/FEET SW SIDEWALK GAS METER/SERVICE TC TOP OF ClM GAS V/IJ...VE. TS TRAF'F'IC SIGNAL 1£IGHT VAR VARIES/VARIABLE INVERT . w WEST JUCTION STRUCT\H: M,t WATER METER LOOTH WV WATER VALVE. '-., .,., m E 8 ,;-; ~ 0 ri 0 ~ 0 0 I ,-,- ~ 00 a / .. 0.. <I\ C TT-1 i dl .-----------y-•PLAN--11-..,.---.•·n-.---------------------------R--E-V-·I-S_I_O_·_N_S __________ u_,-.aw--av:-.--------SNtrA--ROM--DRt-,-A!-•--w-,-.-,L01-,--m-n_•..,;;,..;._.;;.iu8~< ~ ~...... • att•tQ.N •• CON'aTllUCTICIN ~ •••• CDNSULT,NS 14725 ALTON' Pli&WAY IME CH..F0fltlA H!IIS 20'D ~ FAX 98472lt22 •· ...-..C!OWI ~ . ~.., ~ -~o -1111.ES&. ::::::t::1==========::::::::::::::::j::::t::::_.f.OESl=GN""Eo:--SN--r.DR=A=WN:---SN--+-C-ITY_OF_NEWPORT_· ----BEACH--~R---'-6-04-6--5--a{ ~ ; 1----11------¼-----------------+---1---tCHECI<-. =E~D --+D~A=TE--=c:......a PUBLIC WORKS_,..,.......,,.,... SH£ET 1 OF. SH 03 01 1 r.n:;rr,n.1...:;n I • 1 . 2. 3. 4. 5. 6. 7. 8. 9. ·GENERAL NOTES: ALL WORK NECESSARY FOR THE CCM'LETION OF THIS CONTRACT SHALL BE DOIIE IN ACCORDANCE WI THJ 1 ) SPEC I AL PROVISIONS; ( 2) PLANS (DRAWING NO. R-XXXX-S); 3) THE CITY OF NEWPORT aEACH STAM>NIO SPECIAL PROVISIONS ANO At-OARD DRAWINGS FOR Pl.a.IC W<R<S CONSTRUCTION, (2006 EDITION), Inl.OING SUPPLEMENTS; (4) STAt-OARO SPECIFICATIONS FOR ~IC WORKS CONSTRUCTION (2009 EDITION), INCLl.OING Sll'PI..EMENTS; (5) STAt-OARD PLANS OF THE STATE OF CALIFORNIA DEPARTMENT Of TRANSP<RTATION (CALTRANS) (2006 EDITION); AN:> (6) STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STAt-OARD SPECIFICATIONS (2006 EDITION). THE CONTRACTOR MUST NOTIFY THE CITY OF NEWPORT BEACH PUBLIC WORKS INSPECTOR AT LEAST TWO (2) WORKING DAYS PRIOR TO C0lAIEt«DENT OF #f'f CllN81'RIXTION OR FIELD TESts BY CONTACTING THE l'\EWPORT BEAOi ,J?uet..IC WORKS DEPARTMENT AT ( 949) 644-3311. ALL I.HlERGROIJN) FAC ILIT !ES SHALL BE INSTALLED PRIOR TO SlWACING OF STREETS. THE INSTALLATION OF ALL~ FACILITIES CROSSING EXISTING ARTERIAL HIGHWAYS REQUIRES BORING OR JACKI!'¥., lN..ESS OTl£RWISE PRE-APPROVED BY THE CITY El'¥.INEER. Wl£NEVER IT BECOMES NECESSARY TO TIJl'ffl.. lMlER EXISTING IMPROVDENTS, THE CONTRACTOR SHALL st.PPORT THOSE IM"ROVEIENTS IN A MAl'HR APPROVED BY THE El'¥.INEER, OR THE CONTRACTOR SHAU. SAWCUT, REMOVE ANO REPLACE THOSE lll"ROVEl,£NTS IN ACCORDAJICE WITH THE CITY OF NEWPORT BEACH STANOARD DRAWINGS. EXISTING lJNOERGROI.N) UTILITIES ARE SHOWN AS PER AVAILA9LE RECORDS. THE ENGINEER DOES NOT ASSUME LIABILITY FOR THE ~CY OR EXISTENCE OF THE lJNOERGROI.N) UTILITIES OR STR\JCnMS AS .. REPORTED FROM TI£ RECORDS EXAMINED. IT SHALL BE THE CONTRACTOR'S C!'£SPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING I..NDERGR0tHl UTILITIES (BY POTHOLil'¥3 OR OTHER MEANS). CONTRACTORS SHALL NOTIFY UIClERGRCUO SERVICE ALERT (U.S.A.) (800) 227-2600 AT LEAST TWO (2) WORKING DAYS PRIOR to ANY EXCAVATION AN:> FIELD VERIFY THAT ti£ UTILITIES HAVE BEEN MARKED BEF"ORE EXCAVATING. CONTRACTOR SHALL OBTAIN ANY REQUIRED O.S.H.A. PERMITS PRIOR TO Am EXCAVATIONS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AN:> OIIEISIONS BEFORE STARTING WORK. SHOULD CONDITIONS EXIST WHICH ARE CONTRARY TO THOSE SHOWN ON PLANS, THE ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH WORK. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO AsstR: THAT ALL PIPES, WALLS, ETC. ARE ADEQUATELY BRACED DI.RING CONSTRUCTION. ALL JIORK SHALL CONFORM TO THE DRAWINGS ANO SPECIFICATIONS IN ALL ,~CTS AN) ALL DEVIATIONS SHALL BE APPROVED BY THE ENGINEER. ~. 10. THE CONTRACTOR SHALL, PRIOR TO THE BEGINNING OF WORK, INSPECT TI£ THE PRCU::CT FOR EXISTING SLRVEY MONU,ENTS AN:> lr£N SCl£Dt.l.E A MEETING WITH THE CITY SLRVEYOR TO WALK THE PROJECT TO REVIEW THE SJ.MVEY MONUMENTS. THE CONTRACTOR SHALL PROTECT ALL SLRVEY ~ DURING CONSTRUCTION OPERATIONS. IN THE EVENT THAT EXISTING SlRVEY ~ ARE RO«lVED OR OTHERWISE DIS~ OUHNG THE COURSE OF WORK, THE CONTRACTOR SHALL RESTORE THE AFFECTED SlRVEY MCNJIENTS AT ITS SCU: EXPENSE. THE CONTRACTOR'S LICENSED SLRVEYOR SHALL FILE THE REQUIRED RECORD OR CORNER RECORDS WITH THE COUNTY Of' ORArG: I.FON M0NJENT RESTORATI 11. CONTRACTOR SHALL CLEAN UP THE PROJECT SITE AT TI£ El«) OF tACH WORK DAY. 12. CONTRACTOR SHALL MAINTAIN VEHICLLAR ACCESS TO ANO THROUGH THE WlH< AT ALL TIMES. 13. ALL ,EXPOSED CONCRETE Slff'"ACES SHALL CONFORM IN GRAOC, ca.OR, cDTl£NSION, ANO FINISH TO ADJOIN11'¥3 IMPROVEMENTS. 14. PROPOSED PAVEMENT AN:> CURB ANO GUTTER SHALL JOIN ANO MATCH LINE At-0 GRADE OF EXISTING lll"ROVEMENTS. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES PAVEMENT, CURBSJ. TRAFFIC STRIPING At,O MARKINGS, TRAFFIC Sl&NAL EQUIPMENT (l~UOING DETEl;TOR LOOPS), STRUCTURES, TREES, LANDSCAPING, ANO IRRIGATION SYSTEMS, AS A RESU...T OF HIS OPERATIONS, AN) WILL BE REQUIRED TO REPAIR, REMODEL OR REPLACE SAME TO THE SATISFACTIQ>.I OF, AN:> AS DIRECTED BY THE ENGINEER OR UTILITY COl,f>ANY, 16. THE CONTRACTOR SHALL CON)IJCT HIS CONSTRUCTION OPERATIONS IN Sl.lCH A IWH:R THAT STORM OR OTHER WATERS MAY PROCEED UNINTERR\.f>TED ALONG THE STREET OR DRAINAGE COURSES. 17. SU.T10NING REFERS TO CENTERLINE OF STREET. SIREEI 1'10TH OIIENSIONS ANO C~ LINE Cl.RYE DATA REFERS TO FACE OF CURB. C: 1. 2. 3. 4. 5. ENVIRONMENTAL NOi ES: THE CONTRACTOR SHAU.. NOTIFY AU. SU1!CONTRACTORS. MATERIAL SlFPLIERS'. t.ESSEES, ANO FWl'Ck, ,· OllEG THAT llMPlNG OF OOICALS INTO THE STORM DRAIN STSIEII OR Tl£ WATERSHED JS PRCHIBITED. • SUCH Ollf>JNG ~ANO~~T IN A FU£ BY Tl£ ClTY .Of ~ SEAOI AN:> CIMRACTOR SHAU. MAINTAIN CCHiTRUCTION SITE lN SUCH A CON>JTION THAT AN ANTICIPATED STORM DOES .t«>T CARRY WASTES OR POLLUTANTS <Fr Tl£ SITE. POTENTIAi. POLLUTANTS Il'«ll.lU: BUT «. lt«)T LIMITED TO: OOtl OR LIQUlO OOJCAL SPILLS; WASTES ROI.PAINTS, STAINS, SEAi.ANTS, GLUES, LIME:$, PESTICIDES, tERBICIIES, W0CII I RE.SEruATIVES ANO $Cl.VENTS; E····.. .. OS FIBERS, PAINT F1.A1<ES Of'( STUCCO FRAllE:N1S: FUELS, OILS, ~ CANTS,. ANO HYOl!W.LIC, RADIATOR OR BAI IERt FLUIDS;' FERTILI:zets, WEHIQ.£ · If'IENT WASH WATER ANO co«:RETE WASH WAlER; CONCRETE, OElf:.RGENr OR F'lOATAll..E WASTE$: WASTES FROM #f'f ENGINE/EQUIPMENT STEAM CLEANING OR. Cl£MICAL DEGREASING; ANO SU'ERa-LORlNATED POTABLE WATER LINE FLUSHING$. DURING CONSTRVCTION, CONTMCTOR SHAU. DISPOSE OF SUCH MATERIALS Oft-SITE IN ACCORDANCE WITH LOCAL, STATE, AN:> l'EDERA1.. REQUI~. CONTRACTOR MAY OISCliAFICE MATERIAi. OTHER 'f1iAN .STORM. WATER ON..Y lll£N NECESS~ FM PERFORMANCE ANO COMPLETION OF CONSTRVCTIQ>.I PRACTICES ANO WIERE TI£Y DO .NOT; CAUSE OR CON'l'iUBUTE TO A Vl<UTION ~":1:fiRON~1~1~ =t~A ~o=~lON· . QUANTITY REPORT4£ lA'ttR FEDERAL REGl.l.ATIONS 40 CfR PM'T'S 117 ANO• 302. DEWATERING Of CONTAMINATED GROlN>WATER, .QR DISCHARGING CONTAMINATED SOILS VIA SINAa: EROSION IS PROHIBITED. co-ATERING OF fllOllt-CONTAMINATED GROU'IDWATER REQUI1£$ .. A NATIONAL POL.UJTANT DISCHMGE ELIMINATION SYS1BI PERMIT FR0U Tl£ RE.SI ECTIVE STATE REGIONAi. WATER QUALITY CXMRa.. SOARO. Tl£ CONTRACTOR SHALL .SlalIT .A BEST MAN":"FlPT PRACTICE (BUP) "PLAN FOR CONTAINING Niff WASTEWATER OR STORM WATER RUVr FROM Tl-£ PROJECT SITE INCi.WiNG, BUT NOT LIMITED TO Tl£ F<l.1.0WING: A. NO PlACENENT OF CONSTRUCTION MATERIALS HRE 1l£Y mJU) ENTER STORM DRAIN S't'SIOI, WHICH INCl.lllES C:iul IERS !'HAT LEAD. TO CATCH BASINS. 8. CHEQ<ING CONSTRVCTION WEHlCl.f:S FOR t.EAl<ING· FLUIDS. C. PROVIDING A CONTROi.LED Nf£A FOR a..EANING al RlNSE--oowN ACTIVITIES. 0. IDIITORING CONSTRVCTION ACTIVITIES. E;. MINIMIZING USAGE .OF WATER JKN ~...cuTTING NC) VAOI.UI THE RESICU:. F. PROVIDING ~ .TO CAPTl.ft: OR VACUUIH.f' WATER CCNTAllt?NATEO iWJTH CONSTROOTION DEBRIS. G. REMOV.11«3 mY CONSTROOTION RELATED DEBRIS Q>.I A OAll.Y BASIS. H. PROTECTING WORK AREAS FROM EROSi<lN. THE 8lif' WILL BE APPROYED BY TI£ ENGINEER PRIOR TO At« WCR<. THE CITY OF NEWPORT ElEACH WILL. MONITOR Tl£ AOJAC£NT STMM WINS ANO SfREEI$ FOR COMl"I..IANCE. FAIUH: OF .. Tl£ CtlNTRACTOR TO Fa.J..OW lllP WILL RESlLT IN llliEJIATE cu:AN.P BY CITY AN:> BA0<-0-IARGING 11£ CONTRACTOR FOR. ALL COS.I'S PL.UIS 15 PERCENT. THE CONTRACTM MAY ALSO RECEIVE A SEPARATE ADMINISTRATIVE CITATION PER SECTIQ>.I 14.36.030A230F nt:: CITY'S ll.tlICIPAL CODE. . 6. CONTRACTOR SHALL CIH"c:AI TO ALL AQIII). REQUlREIENTS FOR POSITIVE DUST CONTRIL. 7. G!W)JNG ANO EXCAVATICJ-4 SHALL BE HALTED DURING PERiOOS OF Hl&f WINDS. ACCORDING TO ACM) IEASlH: F-4, Hl&f WIICS «. DEFINED AS JO IFH OR GRE:ATER. THIS LE'¥Et. OCClm ON..Y Ul'G.R IHJSUALLY EXTREME CON>ITIONS, SUCH AS SANTA ANA Wll'll CON>ITIONS. PAYING NO I t:S; 1. A PRE-f>AVING MEETING, IN Al'DITJON TO 11£ PRE-ctlNSTRl.cTION MEETING, SHALL BE l£lO FORTY-EIGHT (48) .l-0..ftS PRIOR TO PAVING. Tl£ CITY OF NEWPORT BEACH INSPECTOR SHAU. BE t«>TIFIEO FOR ATTENOAl«::E AT THIS MEETING. LANDSCAPING NOTES: 1. CONTRACTOR SHA1.L REMOVE f'CATICNS OF n£ EXISTll\13 IRRfGAl'IO<I fflTEMS AS NECCl:SSafl:Y. TO PEH-<& OTHER PRO.E:CT WORK. REMOVAL IIORK MAY 11«:! lllE t.OCATI:NG, CUTTtNG AN! CAPPING EXISTING IRRIGATICJ-4 Ll!ES ANO REMOVAL OF VALVES, .VALVE BOXES, ERRIGATlON LINES, IRRIGATION 1£ADS, 9AO<FLOW PREVENTER ASSEMlill..tES, AN) CON1'RQ,. WIRES. • 2. CONTRACTOR SHALL ENSlK. THAT Rl!MAllfllC IRRIGATION fflTEMS Wll'HEN OR B£YCN) Tl£ PROJECT LIMITS REIIA1N N.I.Y FU«:TIONAI. AN) CFERATl<NL TO nt:: SATISFACTION OF Tl£ CITY ENGll£ER. 1. 2. 3. 4. 5. 6. 7. EROSION & SEDIMENT CONTROL "4011:$: IN .Tl£ CASE OF EMERGENCY, CALL THE Pl.a.IC WORKS DEPARTMENT AT {949) 644-3311 DlRING BUSINESS HIX.RS NC) THE~ ElEACH Pa..ICE DEP~TMENT DISPATCH AT (949) 644-3717 AFTER BUSINESS HOI.RS. EQUIPl£NT ANO WORKERS FOR EMERGENCY WORK SHAI.L BE MADE AVAILA8LE AT ALL TIMES DURING THE RAim SEASON. NECESSARY MATERIALS SHAU. BE .. AVAILAl!ILE ON SITE ANO STOCl<PILEO AT a»M:NIENT LOCATIONS TO FACILITATE RAPID CONSTRVCT.ION OF TE1ot"(RARY DEVICES lll,£N RAIN IS IMMINENT. 24-HOlR CCJITACT JfiFORMATION SHALL BE PROVIDED TO THE CITY DI.RING THE PROJECT PRE-cONSTRIJCTIQ>.I MEETING. EROSION CCMROl DEVICES SHALL l«lT BE MOVED OR MOOIFIEO WITHOUT THE APPROVAi. OF Tl£ CITY OF r£WPORT BEACH. ALL REMOVASLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT Tl£ 00 OF EACH W<R<llf3 DAY fl-EN TI£ 5--0AY RAIN f'ROBASILITY FORECAST EXlfFOS 40S. AFTER A RAINST~lLL SILT ANO DEBRIS SHALL BE REMOVED FROM ~IREEIS, Q£Q< l:lt.NM:>, AH:> BASINS. Tl£ CONTRACTOR SHAU. BE REST"QljSJl3LE FOR ANO SHALL TAKE NECESSARY PRECAUTICNS TO PREVENT Pl.BL.IC !RESPASS ONTO AREAS WI-ERE IY"'O.N'l!D WATER CREATES A HAZAROruS ca«:lITION. Tt£ CONTRACTOR SHALL INSPECT THE EROSION CONTRCL WORK . AN! ENSURE THAT THE WORK IS IN ACCORDANCE WITH 11£ APPROVED PLANS. ... LAN'N,1Na ■ DtaUIN ■ CGNiirTRUCTIDN REVISIONS 14121 ALTONPRIIYIAY IME, ~ I l HI WI!/ ~ FAXMM1Yl22 Ill ~.com DE80Rlf'Tlotl UCTION NOTES PROTECT IN PLACE CONSTROOT PCC ClR3 (TYPE B, s• CURB) PER CITY OF NEWPORT BEACH STD PLAN 182-L 3 CLASS A TOP SOIL 4 2• CQ..O PLANE AH:> CONSTRUCTION 2" AC 5 REMOVE EXIST ROADWAY AC AH:> BASE 6 SLURRY SEAL 1 = ~~ SlRVEY MCHJENT PER CITY ANO @·REMOVE EXISTING CURB RAMP © CQNSTRIXT PCC CURB RAMP (CASE E) PER CITY OF NEWPORT BEACH STD PLAN 181-L-A @ INSTALL GREY TRI.HCATEO DOMES PER NOTE 15 AH:> 16 OF THE CITY OF NEWPORT . BEAa-1 STD PLAN 181-L -C AN:> AS APPROVED BY THE CITY ENGINEER @ ·REMOVE EXIST I!'¥. Cl.RB k GUTTER @CONSTRUCT PCC Cl.RB AN:> GUTTER (TYPE A, a• Cl.RB) PER CITY OF . NEIPCRT BEAOi STD PLAN 182-L I. REMOVE EXISTING SIDEWALK CONSTRUCT PCC SIDEWALK PER CITY OF NEWPORT BEACH STD PLAN 180-L REMOVE EXISTING ADA RAt.P WITH EXPOSED AGGREGATE ANO CONSTRUCT PCC Cl.RB RAt.P (CASE E) PER CITY OF NEWPORT BEACH STD PLAN 181-L-B SANTA ROSA ORM: IIIEDW. U IVUE'1'8 SANTA ROlltt. DRIVE GENERAL hOIES ... " ..., "' ·-1l --0 .c "' e ,% "' "' I") --0 ..., 0 00 ,. -0 -8 ::t I ro a:, ~ ., " ..., 0 7 >- " 7 " -..., ·-I-✓ > -a 3t <L ., C N-1 0 ... I- 8 < u ro a:, "" "" 0 -0 - [)eAlE: 03/ot/13 0 ~==~==~==========================~~===~===:OOll::GNED:==SN;~DR:A:v.,,j==~SN~+-C-ITY_OF_NEWPORT __ . ---BEACH--:::-R_--_6:-0~4::6:=-_7-_--1 __ 1 ----------------------1---+----tCHEO<ED SH OA1E03 01 1 PUBUCWORKSDEPARTIENT SHEET 2 Of 13; - R/W 14.5' • 50.5' 36' 33' FAN MEIS 70129 . Ofl-30-1 !VIL 101 • 50.5' 33' 11 ' 1, PAYEt,ENT I fGEN) ~ CONSTRUCT 12• AC E2J 2" COLD PLANE ANO CONSTRUCT 2" AC ~ CONCRETE -PAVEMENT REMOVAL (AC 11t BASE) ~ Cl.ASS A TOP SOil ~ IJ'lSIJITABI..E MATERIAL E:XCAVATll'.lll ~ AN> RE:ca,>ACTI l'.lll R/W 14.5' . I STRUCTION NOTES PROTECT IN PLACE ~T PCC C\H3 (TYPE B, 8" CIH3) PER CITY OF NEWPORT BEACH STD PLAN 182-L J Cl.ASS A TOP SOIL 4 2• COLD PLN-E MO CONSTRUCTION 2" AC 5 REMOVE EXIST ROADWAY AC AN) BASE 6 SLURRY SEAL ~-=~-~---~--_· ~~,e,-.,-~! 7 --~----_J SANTAIROSA DRIVE STA 10+78.00 TO 15188.00 N.T.S. Pl.Al. IIIIEPt.llS> &r: •••• CD:N■ULTING PLAKN1N8 • OW&HIN ■ Ci;iMll'MUCTtGN .... M.lON:Pllfl!MAY ME, CllRIIIA 20D -FAX-•-- 1-1/2" ASPHALT CONCRETE 3-1/2" ASPHALT C<N:RETE BASE 7• AGGREGATE BASE 13-1/2" SUB-BASE SANTA ROSA ~IVE '1 SEELW>SCAPEPI..ANS 1£W TC ELEV +0.70' (8" CF) l£W EP ELEV +0.03' C"N.1"1' ( 1') SAWCUT ELEV. (XX. XX')* 1,66:1 le VARIES IJ'lSIJITABI..E MATERIAL EXCAVATION AN> RECOIPACTION "' 2.63' _/ NEW TC ELEV +O. 70' (8" CF) EXIST (1') SAWCUT ELEV. (XX.XX')* IJ'lSIJ I TAIU: MA TERI AL EXCAVATION At() RE:ca.lPACTION SURVEYOR TO STAKE PROPOSED TC AND EP ELEVA~q O 25' INJERVALS * CONSTRUCTICN SURVEYOR SHALL SHOOT EXIST PAVDENT ELEVATION AT SAWCUT AN) STAKE Tl£ l£W EP Al() TC ELEVATICNS .. Q) +' <ll ll --0 .s: <ll E a. 00 U'.) "' -8 I "(': I 00 lil 00 ,/ - 0 0 a. :,, .... ,/ > -0 fi'. ., C TX-1 i REVISIONS MNFA ROM DANE ~\oa IMI IICVB 1Etfl8 8 < u MNTA ROSit. DANE TYPICAL 00 lil ~ -0 - 1---1,----!----------------l--+--'-l==----,=-;---t-----------.,--::--:---:--:--t~ 1----1--+---------------t----1--._0ESI_GNEO __ SN_DR_A_WN_...:SN::.:.....ii CITY OF NEWPORT BEACH R-6046-~ -[ -----------------------1----tCHECl<ED SH DATE03 01 1 PUBLIC WORKS DEPARl'MENT $HEET Of 13 :i' • I 1 . CONTRACTOR NOTE: AOOITIONAL ASPHALT PAVEMENT REPAIR MAY BE REQUIRED PER CITY INSPECTOR PRIOR TO SLURRY SEAL WORK LINE/CURVE DATA TABLE @ BEARING/DELTA RADIUS LENGTH DESCRIPTION 1 N 1s•27•04• E -158.29' SANT A ROSA ORIVE 2 30•52'23• n3.oo' 416.52' SANT A ROSA ORIVE 3 ,N 47"34'41" E -99. 17' SANT A ROSA ORIVE 4 09•57•37• 6000.00' 1043.04' SAN JOAQUIN HILLS E 5 179•59•55· 3.00' 9.42' MEDIAN msE 6 N 1s•27•04• E --80.22' 8" MEDIAN CURB 7 N 1s•27•04• E --80.22' 8" MEDIAN CURB 8 30•52•23• no.oo' 414.90' a• MEDIAN CURB 9 30·52•23· 776.00' 418. 14' 8" MEDIAN CURB 10 N 47•34•41• E --10.25' 8" MEDIAN ClJIB 11 N 47•34•41• E -10.25' 8" MEDIAN CURB 12 154•31 • 14• 3.00' 9.67' MEDIAN msE 13 04•19' 10· 1605.00' 121.00' NEWPORT CENTER OR 14 48·22•31• 1605.00' 1355.11' NEWPORT CENTER OR . ' !./ I I I I I I I i ~; ------------~ MEDI AN ~ SHALL eEf Al.].;. c:a,c. -+- 1 . SANT A ~DR. I I CONTRACTOR NOTE: ADDITIONAL ASPHALT PAVEMENT REPAIR MAY BE REQUIRED PER CITY INSPECTOR PRIOR TO SL~Y SEAL CONSTRUCTION " l . \ (222.48) 1SW JOIN EXIS)". . (222,57) 8W JOIN EXIST. '35+93.09, .1 -.~~ :..u::zo• LT ·~ ROSA DR fl. Typ) s· Cf (222.30) TC (221.83) FL JOIN EXIST. / 222.32 TC 221.65 FL . \ ( 221187) SAWCUT .. .J81111 'EXIST. 16+1L29 56.67' LT 8 Cf (222.211) TC (221.59) FL JOIN EXIST. 16+13.68, . (222.81) SAWCUT JOIN EXIST. 16+10.76 222.28 TC 221.61 FL 16+011.78 221.64 TC 221.64 FL SANTA ROSNSAN JOAQUIN Hll 18 NW CURB RE1lJRN SCALE: 1 "•10' PA\lfMEHI.lfGEND ~ CONS1RUCT 12" AC • ( 222. 27) SAWCUT JOIN EXIST. . 222,968" . 223.03 81 . 223.01 ew . 16+03.35 222.17 TC 222.17 FL 16+08.82 . (221.52) SAWCUT JOIN EXIST. 16:+09.38 53.13' RT ·~ .• Q" ~\,91) TC ($.3;5) FL JO lit.EXIST. \ \ 223.26 8W (223.31) BW JOIN EXIST. SANTAROSAISAN JOAQUIN Hll IS SW CURB BEJU• SCAL£: 1"=10' (1,,:)t\J 2• COLD PlAlllE ANO .OONSlRUCT 'I' AC 1111 PAVEMENT REMOVAL (AC AND BASE). ~ CONCRE1E Pl.Ml PIIEP~ IIY: . •· . ·CCJNBULTIN•lil / // // 1! // / SANTA ROSA DR. 1 .. ~NNIN■ • a.:ataN • CGNaTIIUCTtG'N 14126 M.ltlil PIWI.WAY RilE,-llllffD MiM7U506 FM MAn.tl22: • MMfllF.ccm REVISIONS -D•eCIRIPTIOtl CONSTRUCTION NOTES (!) CCNSTRUCT PCC ClJIB (TYPE B, 8" C\.RB) PER CITY OF NEWPORT BEACH · STD PLAN 182-L REMOVE EXIST ROADWAY AC AND BASE 2" COLD PLAf£ AN) CONSTRUCTION 2" AC Sl.lfflY SEAL 7 REMOVE ANJ REPLACE SlJlVEY ~ PER CITY AIIO CIVm' REQUIREMENTS @ REMOVE EXISTING ClJIB RAlif' @ CCNSTRUCT PCC CURB RAIP (CASE E) PER CITY OF NEWPORT BEACH STD PL.AN 181-1..-A • @ INSTALL GREY TR\H:ATEO OOIES PER NOTE 15 A110 16 OF' THE CITY OF NEWPORT BEACH STD PLAN 181-L--<: AIIO AS APPROVED BY THE CITY ENGINEER @ REIDIE EXISTING CURB le GUTTER @CCNSTRUCT PCC CURB AIIO GUTTER (TYPE A, a• CURB) PER CITY OF t£WPORT BEAQ-l STD PL.AN 182-L REMOVE EXISTING SIDEWALK CfflSTRI.JCT PCC SIDEWALK PER CITY OF' NEWPORT BEACH STD PLAN 180-L REMOVE EX1$TING AOA RAMP WITH EXPOSED AGGREGATE AND CONSTRUCT PCC CURB ·RAif> (CASE E) PER CITY OF NEWPORT BEACH STD PLAN 181-1..-B / 1.---- Wfi.s~:1.~~ 13 NW CURB RE. 7, 78 .•\·</ -- . . ✓-(~ ~ -,~ 3 - NOSE SHALL BE ALL CONC. RT S 4 • 16+16 5H LT ST-1 8ANTAR08ADRNEI ;,w,u iiC>UFl'f8 SANTA ROStt.1 DRIVE. •sn, REL-~, IMPR.OVEMEN1' PLAN STA 10+78.00TOSTA 15:88.DO SC/I.LE: 1"=20' 1---l---1-----------------4--1----11-DES!-GNED __ SN-I-DR_AWN _ _::;SN~ CITY OF NEWPORT BEACH r.~ 6046-~ 1----l--+---------------1-----'--I---ICHECKFD SH DA1E09 1 1 PUBI.ICWORKSDEPARTMENT SHEET 4 Of 13 - \'·, a:: w ,_ (/) w ::E I.,.. I.,.. 0 I (/) e ~ of) ro ,.,, ..___ N ~ ..___ 0) 0 "' '" tl 0 0 I ,_ (/) I (() ~ . (() / .+' . :, 0 >, 0 _J / > Ci / "' IL "' C: 0 L ,_ / 8 <( u / ~ "~ 0 ~ 0 ~ / " ..., " u 0. / ±' PLANTING NOTES 1• ~ftffi ~ ~iMLIN AN> SPECIFICATIONS. 2. Pl.ANT QUAN'T~SHOWN ON Tl£ ~ S CONVEN~ORI~ frk~1iftYF'OR ~-c~ Pl.ANT MATERIALS FOR EACH SYl8lL SHOWN ON ll£ PLANTING PLANS. 3. ll£ PLANTING PLANS >RE. DIAGRAMMATIC. MI~ AO..lJSTIENTS IN PLANT LOCATIONS MAY BE MADE AT ri;f.BISCREI ION OF Tl£ CITY ENGi . 4.ALL PLANT MATERIAL SHALL BE Sl&ECT TO REVIEW AN> APPR.(J,/AL BY Tl£ CITY ENGll'EER. PRIOR TO INSTALLATION. SEE TI-E SPECIFICATIONS FOR AOOITIONAL REQUIREMENTS. 5 • WiK~~~F~ AT Tl£ Tit.£ OF PLANTING. 6. TOPSOIL SHALL BE CLASS A. 7. A TlflEE INCH LAYER OF 0-2 FOREST ~LAf'~~ ~fEf'toci:u. ~f~A~'. PER THE 8. Tl£ CONTRACTOR SHALL TAKE PRECAUTIONS TO VERIFY Tl£ EXACT LOCATICl6 OF EXISTING UTILITIES TO~ THAT Tl-£RE IS NO ~~I~ ~~(J,jto Tl£ REPAIR -Nil REPLACE lffl DAMAGE TO EXISTING UTILITIES DlfiING CONSTRI.CTIOf. 9. SEE Tl-£ SPECIFICATIONS FOR AOO I TIONAL REQU IRElENTS. It) CV ~ ······ ~--:J _l ________ _ ~--~c---7.'. j < ~-1 ~ (\'~y"~:--~-' -~ ' .. --~ .. -.... -~."-•--- ·'•0.-,~-J LJ}J.,_~ /;<',.-,,~-----,L...... ____ ---~-~----·==..:.:= • ~MEDIAN © ~~~~ALL. i i V/ (i) EXISTING SIBGRAllE. @TOPSOIL PER CIVIL PLANS. ""-~~r;;.. __ ·- N.T.S. 10 SANTA ROSA DRIVE --------- ) -~ // --------·----------------- PLANT LEGEND SYMBOL 0 SCIENTIFIC NAME COMMON NAME SIZE RAl'Hlt1l.lPf$ ffJlrA '&Vt£,... INDtMI H/lll1HfJRN Mf.L£IIM S1REU1Zl,t IE PlC BIRO • OF PAIMl1tSC ,s .U/fUJJN PUIN PREPARED 8't\ QUANTITY 410 COMMENTS l'I.JNT SIZE: 1 'H X 2'W M111Vllt Silt: 2'H )( 4'lr (+/-) Pl.NIT Sil[: J'H-X 2' -J"W MJV11£ SllE: S'H X 5'-6'W (+/-) fll.AHMtNa ■ DE&ttlN • CDN8TilU01'1GN • • • CONSULTING _..__p_y --.~--... -FM-• -- 1111, - REVISIONS DESCRIPTION -. --~--··--"'--·--· - z -::> 0 <( 0 -, z .• <( "' ~,. ~ a: 0 -u. 0 ... -:a -.., "' w I-(/) -!;! u. u. §2 (/) E 0 ~ l[J ti:i ~ 0 ? n. f > 0 .c " LP-1 :s MNl'A AI08A ORNE IIEDKN NAOVSEHT8 SANTA ROSA DRIVE PLANTINGPLAN STA 10t-78.00TOSTA 16 BB.OD ---0 10 20 1---l---4-------------------4---+--'---t:==::----r:::::-:-::::c-----11--------------,-------t.!; ---DAlE: 09/12/13 r--t--r--------------,--r--i-DESl=GNED~~J~A -1-D-RA_WN_..!lW!..._I CITY OF NEWPORT BEACH f-6046 -§ i SCALE: 1"=10' ---+---+-------------------t---+---11CHECKED DATE AC 091 1 PUBLIC WORKS OEPMl'MENT SHEET 5 or 13 :r .. 1XKSJ]C WATER IRRIGATIIII stS(EM POINT Cf: CCHfCI!QN CONTRACTOR SHALL CCHECT 1€1' DCIESTIC WATER IRRIGATION S'rSTEM TO EXISTING 2• DOMESTIC WATER IRRIGATION MAIN..!!£ PIPE LOCATED IN Tl£ EXISTING LAt«>SCAPED PARKWAY. CONTRACTOR SHALL STAl<E LOCATION IN Tl£ FIELD AND OBTAIN APFW:NN... FRCN Tl£ IRVII£ C<M>AN't REPRESENfATIVE PRIOR TO INITIATING CCHECTION. CONTACT DAVID SPINOOl.10, IRVII'£ CQIPANY OFFICE PhOFER,IES, 949-719-1510 FOR APPROYN... AND TO CCH"IRM LOCATION OF EXISTING MAIN..INE'PIPE AND IRRIGATION CONTRCUER. CONTRACTOR SHALL CONTACT LMDSCAPE AROilTECT IF TI-ERE IS A Di&MPANCY tlE.111:.EN ll£SE PLANS AND ACTUAL FIELD CON>ITIONS. CONTRACTOR SHALL REPAIR AND REPLACE IN KIND ALL EXISTING LANDSCAPE AND IRRIGATION SYSTEMS THAT ARE. DAMAGED AS A RESLLT OF CONSTRUCTING Ti-£ Ilf'ROVElENTS CONTAIIIEO !£REIN. II. 0 ,_ -2 -..J '· --\,_) ,,..,.,_ _____ --' , " ...___ -....,,., . ...,_,_ ~-...;:::-< IRRIGATION LEGEND S'IMIIQI. MANUF. TYPE MODEL ---1• PACIFIC PLAS1IC SCH80 PVC LA"IERAL ====== 6" PAaAC PI.AS1lC SCH80 PYC SlEEVE s MATCO 754 SERIES FUU. PORT BAU. VALVE -LINE SIZE RAIN BIRD 200-EFB-CP-R VAL. Yf. OR APPROVED EQUAL RAIN BIRD TBOS-ICMUS BATIERY OPERATED CONlROU.£R AND TBOS-ADAPS SOl.£NOID ADAPTER TO BE INSTALLED IN VALVE BOX PER MANUFACTURER'S INSTRUCTIONS (!) NETAflM MANUAL A.USHING VAL.YE. 1LSOV QR APPROVED EQUAL NOlES: DETAIL A 8 C. E D, E F G 1. ALL IRRIGA Tl0N IMPROVEMENTS SHOWN OH THESE PLANS TO BE INSTALLED PER THE DETAILS DH SHEET 9 AND THE MANUF ACTUAER'S SPECIFICATIONS. I --~-~--1-~- ' ', /; • ~-0 I: ---.__ ' --= ,---,-,JI ROXbM1£ LOCi\TJON OF EXISTING PVC IRRIGATION . MAJN..11£ PIPE. CONTRACT<lt f--19. VERIFY IN FIELD --J, __ ---- / <;:: // u --·--~-c---,, /4 / _,, --~ ------ ·--"~ ,J I ,UCDIIA1£ LOCATION OF EXISTING PVC JRRltATlON MAltf .. 111£ PIPE. ~ TO VERIFY IN F"IB.Jl SANTA ROSA DR1YE ----------<;- "-'""--""" < .~ .. /, -,- t.' ; T - 2· i ' ~-POINT OF CONl£CTION i TO JOIN EXISTING PVC'" -·1RIU8ATION MAIN..II£ • 1'IPE ____ ,,, NOTE: INSTALL ALL LAN>SCAPE EWJPMENT IN PNt<WAY ME.A. CONTRACTOR 11.JST REPLACE IN KIND ALL EXISTING LAN>SCAPE AND IRRIGATION F'EATI.RS D.WAGED BY TI£ INSTN...LATION OF IRRIGATION Ilif'RO'IDENTS -- Q < 0 a: ..._) -----'-•----.. ----•--·-·--(/J ~ a: SCALE: 1•=10• Pl.AN PREPMED 8¥. • • • • OON9ULTIN1!ll ~tiiJ PLANNlNG -■-'D£8UIN ■-CDNll"f'AUQTtaN _..._ __ y IME, CN.FQftfA 12011 WWW '941l.412.3SOS PAX .. AJ'Ul22 •-' ..... .can DAlE: 09/12/13 ---_,_ I -~ --·-· ~ --..,,.; REVISIONS IIIQ. lll'IIM. DEICRIP"tlOR - ..., ..., -:::c z -:::, 0 < 0 '"') z < (/J SNffAAOSADRM!I MU IIO\IEIIEHI• U,.NTA ROSI.DRIVE IRAIC'MTION PLAN STA 10+78.00 TO STA 15+18.00 0 • II. 0 ... O'.'. 'Lu -I-s (/) ~ -Lu ..I ~ l,., 0 oi E " 0 I() <ii I "' ~ '-N ~ '-01 ·a "' ,. 't) 8 I -_j I (lQ (lQ (lQ (lQ > -9 ,:; 0 U-1 '-<( _j 0 0 <( ' (,) (lQ i a ~ 0 - 0 1---+--t---------------------+---+---t"nrc;;;.;m"--mwii.---r-==-~=-:-:=-::-:::-:-=::-:=-.:-:=-::,-;;;--;-::-::-;----;--,.- l---l--+--------------+--+--1DES1GNEO JA DRAWN TW CITY OF NEWPORT BEACH R-6046 ·~ .g r::-:=::-:::--:::--:-=:"1 0., CHECMED AC DATE09 12 1 PUBUCWORKSDEPARTMENT SHEET OF 13 ± ... ~LL-------,1 5• AC PAVEMENT---............ =m:::--t""'"'fi;:,;.:filc-':')J""'j;;;;.;0!.:~t'-'-'@:~ti.;:,;.:mo.'t;; ;""({ht --r--,,n UNDISTURBED SOIL..---Ill m LATERAL LINES ---'!ffl!!~~~ Ill MAINLINE AND CONTROL WIRES ~ I ,J;\':}?•ci.( TAPE CONTROL WIRES TO MAINLINE 10 FEET ON CENTER DEPTHS SHOWN Nf£ FOR IN ~ INSTALL PIPING AT DEPTH SHOWN OR AT . °" STRIJCTUR£ Sl..48 DEPTH. PIPE INST ALLA Tl N NOTE: 1. CENTER VALVE BOX ~ R&I01'E COHtR0I.. VAl.l lO F,cairrATE. SERtK:IMG VALVE. 2. SET RCV AND VALVE BOX >FGP7Y IN GRCUU:t-+aNERVSHJW8 MFA WH£RE POSSIBLE. . 3. SET BOXES P,&IW I Fl TO EACH OTHER AND ~i,e~~· lO EDGE. 4. AVOID HEAVILY COMPACTING SOIL >ROUND VALVE BOXO TOf PREVENT COLI.APSE AND DEF'ORMATION or VALVE BOXO. RECli~-wt.VI! eox 1\'P. QUICK COUPl.l4G VALVE llOX, lYP. 0 0 0 ® VALVE GROUPING 0 0 ;~;;t;~;r~~t ..... , ....... t ill ·~·~·~·~·~••••·•••· ••r.;-;;,••r•~•-·i ~ = ~--tr~rr,lo!,f!i,1W¥W '!~~ .. ~ ,. -~ ,· t., -,• ; I I I ·· r l ~~~~,11,~.SIRUC'I\JRE SLEEVE INSTALLATION -------PYC EJaW.ISr flW'lllJt ""'-==-P&JMC,liii ..m!JW.S 1e• FROM EDGE ,_ ____ ........... Qt IJRIPUN£ r---------PVC SUPPLY HfADIR r r ® DRIP TUBE .------FINISHED GRADE IN TURF' MUS ..---· PlASIIC RECJ'>NGlft M VALVE BOX WlfH BOLT DOWN CO'IER, USE Sl>'IINI ESS BOLT, NUT, AND WASIIER. BOX TO BE PlACEO AT RIGHt ANGLE TO HARllSCN'E EDGE. HEAT lilRANO W ONTO UO. r---BALL VM..Vf./ GATE VM..VE. SEE LEGEND FOR SPECIFICATION -F1N1SHED GRADE IN SHRUB MEAS 1-y--PAESS1!RE SUPPLY UNE "II DEPTH /IS PER SPECS. '----PVC MALE A1:W'1'ER --EIAICK SUPFORlS ==;;__--BRASS UNION .__ _____ BRASS NIPPl£ .__ ______ LANOSCN>E FABRIC ~ ---=:,--:=----3/4" AOCI<, 2 CUBIC fT. BOX m BE INSrlUED AS m N.J.l1II FOR PftOPl!R OPEM110N 0, IW.L VAL\!E 1NSW1 • I« RIGHI' NIGl£ 10 l!o'iADSCIIPE EIIGE, INSTALL 1W.L V>L\!E OFT-CENl1R IN BOX. INSW1 V>LVE BOX EX!U 151CHS AS IIEQUIAED 10 IICHll!'4: PROPER VALVE INSTNJ.Rlllll /if IMIN LINE 'DEPIH. @) BALL VALVE FINISH .llRADE ---.... LINE l'U.ISHINC -~ VALVE • fnJ5,tH EIAICK SUI I CIUS _ _, (THREE) • • . . • T«lhflnee CV 17mm 'TUBING @MANUAL FLUSHING VALVE PRESSURE---, REGUlA1ING QUICK CHECK BASKET Fll.TER .-------RAIN BIRD TBOS CONTROL MODULE .-----RAIN BIRD TBOS SOLENOID ...---REMOTE CONTROL VN..V£. .---VN..V£. BOX WITH COVER FINISH GRADE---,. 0 @ BATTERY OPERATED CONTROLLER MNTAROIADIWEI WIU hOl.'EUElffll ... " ..., ., " E --0 .,: ., E a. ~ c',i ~ 0 "' 0 ~ 9 0 i > 0 / .,;; 0 1~1 j 8 ...,_.;,o,ut•l8 ■ OIC&UIN • ODNIITAUCTJGN REVISIONS IIO. -lllii.CRIPTION - SANTA ROMDAIVE ,_ ... --y IRRIGA110N DEi~ S cc.:a~L;NG --~-= 81'A10+78.00TOS1'A1111l00' ~ 1---1-----+---------------t--+---lnniiiii'.---rniai~-;-==:-=:-:::::=:::=:-:::::::-::::-::-r-:;::---;-:-;-;-;-1~ 4:~ OAlE: 03/01/13 t--t--+---------------r-,--i1-DES1_GNED _ ___.:J~A_j_DRA_l\t,j_.JTWL1 CITY OF NEWPORT BEACH R-6046-~ J L----------------------------~--+--------------.J. _______ .,.L _ _::::_ _____________ ...Jt::11-_-_-_1::::-_-_:::::-_-_:::-.... :-_::-_-_::::::-.1t-_-_:-_1r-_:-_-_l0iE_a<_m_~Af'.:!;.J..8_ATE..!0~3~0/.l,1r,;,.1~...:;.Pl:.&::-:::::1C::,WORKS:::::::· :::,:D::IEl:::;P..:;:MfMENT:.:,:.::=~.1..SHEE_r..:7!...._0f'_1!.XJ:r - SIGNING ANDS I Rlt'ING GENERAL NOTES: 1. SIGNING AND STRIPING SHALL cor-FCR4 TO TI£ 2012 CALIFORNIA MAltJAI.. ON lJ,IIFORM TRAFF"IC CONTROL DEVICES, 2010 CAL.TRANS STANDARD PLANS AND SPECIFICATIONS, LATEST CITY OF' l'£WPORT BEACH STAf\OARD ~WINGS, Tt-ESE PLANS AW TI£ SPECIAL PROVISIONS. SEE CAL.TRANS STAf\OARD PLANS A20 {A-0) F'CR STRIPING DETAILS, INCi.WING INSTALLATION OR Ra«>VAL OF RAISED REFLECTIVE PAVEl£NT MARl<ERS. 2. FINAL STRIPING SHALL BE "SPRAYABLE REFLECTCRIZEO ll-£RID"LASTIC• APPLIED AT A MINIIIM THlc»ESS OF 0.25 MM. CROSSWI\I..KS AN) LIMIT Lll'€S SHALL BE APPLIED AT A MINIWM OF 0.90 MM. ALL LIMIT Lli'£S SHALL BE 12" WHITE·u,u:ss NOTED OTHERWISE. 3. ALL REFLECTIVE PAVEMENT MARl<ERS SHALL HAVE GLASS COVERED REFLECTIVE FACES OR BE 3M SERIES 290 MARKERS. 4. STRIPING SHALL BE CAT TRACKED 00 APPROVED BY TI£ ENGIIER PRICR TO FINAL INSTALLATION. 5. EXACT SIGN LOCATION SHALL BE DETERMINED BY TI£ ENGil£ER. 6. ALL SIGN FACE REFLECTIVE SI-EETING SHALL BE HIGH INTENSITY GRACE WITH PROTECT! OVE;HLAY FILM. {SEE CITY OF r-£1PORT BEACH TRAFFIC SIGNAL SPECIAL PROVISIONS SUPPi.DENTAL F'OR SIGN SPECIFICATIONS) 7. ALL COl'fl.ICTING PAINTED STRIPING Af\O PAVEMENT MARKINGS SHALL BE REMOVED BY SANCBLASTING IETHOD. TI-ERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE BY GRIN:>ING 1£THOD. REMOVAL LIMITS SHALL EXCEED STRIPING AND PAVEl£NT L£GDI) EDGES TO ELIMINATE SHADOWING. Sl.ff'ACES EXPOSED BY GRIN:>ING IETHOD SHALL BE SI.I.MY ;pc.,,u:.u ALL COl'fl.ICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED. 8. TEMPMARY TRAFFIC STRIPING AND MAKINGS SHALL BE PAINT APPLIED IN Ill'£ COAT WITHIN 24 tGRi AFTER TI£ FINISI-ED COlRSE OF' PAVEMENT HAS BEEN APPLIED. EXISTING CURB t GUTTER EXISTING CURB t GUTTER I NEWPORT CENTER DRIVE I I 100' R32(CA) R3-7(R) EXI ING CURl3 tsme:R '· I EXISTING EXISTING Ct.RB t GUTTER 40 20 40 SIGNING·AND SIRIPINGLEGEND AND NOTES: EXISTING TO REMAIN. RDl'.)V[ ANO Sid.. VACE. SIGN AND POST (IF APPLICABLE) AS tql'Ef). FURNISH AND INSTALL SIGN(S) ANO POST(S) {IF' APPLICABLE) REMOVE ALL EXISTING CCN'l..lCTING llWrlC. STRIPIJIG, MARl<lNG OR ARROW AS NOTED, INCW>ING RAISED PAVElENT MARl<ERS. TI£RolCfUSTIC CALTRANS STRIPING DETAIL PER N!M!EP NOTED, INCl.l.DOO INSTALLATION OF RAISED Pll¥EIE:NT .MARKERS. TI£RMa!'l.ASTIC PAVEMENT MARKINS CR ARROir AS NOTED. F kG'OSED ,UGN ( Ot£ POSr) EXISTING SIGN (at£ POST) p EXISTING SIGN (ON S IRl:E I LIGHT) 12' PkG'OSED L.AtE DIMENSION ( 12') EXISTING LAil€ DlMENSIOII ~.A.A.AA.. EXISTIN3 PAINTED RED QJRB SANTA ROSA DRIVE LOOP REPLACEMENT GENERAL NOTES: 1 , M.I... ITEMS TO BE NlNJSl-£0 AN> ALL WMK TO BE IXH: SHALL CON"CRM TO Tl£ Tl£ REQUJREIENTS OF": Tl£ CITY OF Nt.WPQ'<I t£ACH STAN>ARD ~WING AN> SPECIAL PROVISICNS, LATEST EDITION; Tl£ STATE OF' CALIFORNIA, OEPAR'llrENT OF TIWIISP(fflATION (CAI.TRANS) 2010 STAN:>ARD PLANS AND SPECIF'ICATICNS, 2010. CALlFat,,IJA IWIJAL 0N llillF'CRM TRAFFIC CONTROL DEVICES NfJ Tl£ SPECIAL PROVIS10NS. 2. Tl£ CONTRACTOR SHALL OBTAIN ALL l£CESSARY PERMITS NfJ NOTIFY ALL AF'F'ECTED AGENCIES AN) UTILITY. CCIPNUES A MlNIII.U OF 48 ~ PRICR TO START OF' COISTRl.l:Tl0'4. ·Tl£ CONTRACTOR SHALL COCROINATE ALL PHASES OF' CONSTRUCTION WITH ALL AFFECTED AGEICtES AN> UTILITY COl,f>ANIES. 3. n£ ENSII\EER SHH I Al1 RO'v£ ll£ EXACT LOCATION OF' ALL DETECTOR LOOPS, TRAFFIC SIGNAL ECIUIPIENf NI> APPlRTENANCES. 4. DETECTOR LOOPS SHALL BE PLACED BEHIND CROSSWALK CR LIMIT LINE, I.M.ESS NOTED OTI£RWJSE. NECESSARY STRIPUG SHALL BE LOCATED PRICR TO POSITIONING DETECTORS LOOPS. LOOPS SHALL BE SEAL£D WITH HOT MELT SEALANT. 5. JI£ ~CR ·SHALL. l«>TIF'Y ll£ ENGINEER AT LEAST 48 HOl.RS IN NNNU. OF' ELECTRICAL WMK AN> PRIOR TO REQUIRED INSPECTIQIIS. . . . LOOP REPLACEMENT ON NOIES: INSTALL TYPE. "E* ANO BIF'IED TYPE •e:• DETECTCR L<XPS PER DETAIL •A•. SPLICE TO lll..C(S) AT ADJACENT PlLL BOX. INSTM.I... TYPE •e:• AND MODIFIED TYPE •e:• DE.IECf~ LOOPS PER DETAIL •s•. SPLICE TO lll..C(S) AT ADJACENT PlLL BOX. SPLICE NEW TO EXISTIJG cotGx:TCRS. AfWl)ON, IF APPLIED TO COtl'.lUIT, REMOVE CXNlUCTORS. EXISTlt<G Ct.RJ ~ GVT1'ER SAN JOAQUIN 1-111 S ROAD \1\ \ \. . \ Ra(CA)( <->) E (CA)(<->) TYPE I TYPE IV R (TYP} SNS E Ra(C'A)(<->) -- -- BO All!U 9 .. fQ-:-7(R 50• R28(CA)(<'-> 13+00 --- 1 0 -- LEFT~ VAl'E) ' R28(CA)( <->) E t EXISTING GUTTER ~j<<->) 1-1(PRIYATE R1-1 ' R3-5(R) TYPE 1¥ R PUii PRIJ>MED tm EXISTim CURB t GUTTER JIILANNlNG • Dlt■taN ■ CON8flliJC'Y.-Ol'lt 1111. - REVISIONS DE8CltlPTIOfl -----JOL'l0M-a . ■ -■ We..:.10¥1dl4tae■_, ---SCAL!E: 1 "=40' CONSULTING ---• -.-. '1~:: ,m., d1•' OA'IE:03/20/13 TYPICAL TYPE "E• LOOP DETECTOR LAYOUT -DETAIL •A• BICE OE.IECIOR IIOIIFED 1YPE "E" 12" WIU.'E 0 0 NOf 10 scw.E EXISIN CUSSLI.\LK TYPICAL TYPE •E" LOOP DETECTOR LAYOUT -DETAIL "8" 0 EXISTING BICE DE.iiCIOR .clllFED 1YPE "E" 12" W.UIE EXISIING crt0SSJNJ< X-WALK DETAIL 12" YffTE (IF APPLICABLE) 12• WHITE E>IISltNG CROSSWALK • <O > 0 ~ ., C PD-1 i MNTAROelt.DRM!f IWIU JtwaamB CHE(:1(£1) OAlE CGM 03 20 1 MNTAROW. DRIVE 11aNNa a a:Rif■ta PI.M P\B IC W0RK8 DEPARTMENT SHEET - [I] [TI LEGEND AND CONSTRUCTION NOTES: EXISTING SIGN AND/OR STRIPING TO REMAIN. PROVIDE TEMPORARY STRIPING, CONSTRUCTION SIGN, BARRICADES, TUBU..AR OELINEATORS. OR PORlAl!ILE CONTRACTOR SHALL MAINTAIN ACCESS FOR PEDESTRIAN CROSSll«3 AT ALL TIMES. COVER EXISTING SIGN DI.RING CONSTRUCTION. CONTRACTOR SHALL PROVIDE PEDESTRIAN ACCESS AT ALL TIMES. INSTALL FINAL SIGNING AND STRIPING PER SIGNING AND STRIPING REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING, MARKING ·(R .)W AS t,pTED, INCLUDING RAISED PAVEMENT MARKERS. SIGNALIZED INIERSECTION +-t TYPE I I BARRI CADE WI TH SIGN AS NOTED ON Pl.AN SIGN (AS NOTED ON PLAN)(EXISTING) SIGN (AS NOTED ON PLAN)(TEMPORARY) • PORTABLE TI.B.LAR DELINEATORS OR CCH:S A ANGLE POINT m FLASHING ARROW SIGN ¢:::i DIRECTION OF TRAVEL j12•1 CONSTRUCTION LANE DIMENSION ( 12') EXISTING LANE DIMENSION ~ CONSTRUCTION AREA ..... W4~2(RT) W20-1 W20-5(RT) CJO(CA) ~ I] R.3-2 7c(RTj TYPICAL DELINEATOR DETAIL TIJBVLAR DEUNEATOR (OR CONSTRUCTION CONE) TRAVEL LANE 5' N. r.sr-. _ A BARRICADE LANE LINE TYPICAL DELINEATOR DETAIL 1' • LT ETW-. TU81JLAR -----DEUNEATOR - (OR~· ST. CONE TIPICAL WI ~INSTAU.ATION NO SCALE ~ EJtJ IROAl,Dl)wORl(I R81-5(CA) R61-7(CA) G20-2 .. . .... . . 1'1.#111 PREPMm 11¥. GENERAL NOTES: A. B. c. o. E. F. G. H. I. J. K . L. M. N. 0. ALL TRAFFIC CONTROL YKR< AND MATERIALS FOR CONSTRUCTION SHALL COtf"(RI TO A.P.W.A. "WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH)" (LAlEST EDITION), THE CALIFCffflA "IIANJAL ON I.JIIIFORM TRAFFIC CONTROL DEVICES (MUTCD)", (DATED 2012), THE STATE OF CALIFORKIA IEPARTIENT OF TRANSPORTATION (C.Al.TRANS) STANDARD PLANS AND SPECIFICATIONS (DATED 2010), AND THE SPECIAL PROVISIONS. L.At£ 0 OSIAES SHALL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY ENGfNEER. IT IS TI£ RESPONSIBILITY OF THE CONTRACTOR PERFCRfING WORK ON A Pllll.lt; SIREEI. TO INSTALL 00 MAINTAIN CONTROL DEVICES AS SHOWN !£REON, AS WELL AS ANY su::H ADDITION.Al. DEVICES AS MAY BE REQUIRED TO I~ THE SAFE l«JVEIIENT OF TRAFFIC AND PEDESTRIANS THlOUGH OR AROl.N> THE WORK 11£.A. ALL TRAFFIC CONTROL DEVICES SHALL BE KEPT IN THEIR PRCF'ER POSITION AT ALL TIMES, AND SHALL BE REPAIRED, REPLACED OR CLEANED AS NECESSARY TCJ PRESERVE Tl£1R AF'f'EARANCE AND CONTlr-lJITY. ALL EXISTING SIGNING IIK>T IN ca-FORMAi'«:£ WITH THE TRAFFIC CONTROL PLANS SHALL BE COVERED FOR Tl£ Ol.RATICJ,1 OF CONSTRUCTION • .ALL SIGN COVERS PLACED OVER EXISTifla:l SIGNING SHALL BE CtM"LETELY REMOVED, AND .ALL ca-sTRUCTION SIGNING SHALL BE COVERED .Wl-£N • TRAFFIC CONTROL IS NOT IN PLACE. ANY PAVEMENT MARKINGS AND STRIP.ING DNMGED lff)/C1i1. BADLY WORN DI.RING CONSTRUCTION SHALL BE RESTORED BY THE CONTRACTOR • .ALL EXISTING FACILITIES INCL~ING SIGNING, STRIPING, MARKINGS, MARl<ERS AND SIGNALS SHALL BE RESTORED TO Tl£ ORIGINAL C<HlITION AND/OR LOCATION AT THE 00 OF THE CONSTRUCTION PERIOD FOR EACH STAGE. .A MINIII.IM FIVE FEET OF CLEARANCE SHALL BE MAINTAUED BETWEEN ANY OPEN EXCAVATION AND THE ADJACENT MOVING TRAFFIC LANE. NO OPEN TIIENCH .ADJACENT TO A TRAFFIC LANE SHALL EXCEED 300 FEET. TElf>ORARY CONCRETE BARRIER (TYPE K PER CAL TRANS STANDARD PLAN T3.A It T:B) SHALL BE USED WHENEVER SHOWN ON THE PLANS. THE C27(CA) "OPEN •ffiENCH" SIGN SHALL BE UTILIZED WI-ENEVER AN OPEN EXCAVATION iR::A EXISTS ADJACENT TO THE TRAVEL WAY. • THE CONTRACTCR SHALL COORDINATE THE RELOCATION OF THE BUS ROUTES AND E!US STOPS WITH ORANGE COl.NTY TRANSPORTATION AUTHORITY (OCTA) Tl-flEE WEEKS IN AOV.Ata. OF CONSTRUCTION .ACTIVITY AFFECTING BUS ST!PS. ti£ CONTRACTOR SHALL PROVII:£ SAFE AND CONTIIUXJS PASS'iGE OF LOCAL PEDE.Sn<IAN AND VEHicu.AR TRAFFIC AT .ALL TIMES. SINGLE LANE CLOSlR: TRAFFIC CONTROL DEVICES SHALL CCH'ORM TO CAI.TRANS STAND.ARD PLAN NO. T11. EXACT LOCATION AND TYPE OF CONSTRIX:TION SIGN(S) SH.ALL BE AS DIRECTED BY ENGINEER BASED ON CONSTRUCTION CONDITION. (Xl'eTRUCTION TRI.X)( TRAFFIC MERGING INTO TRAFFIC LANES SHALL BE BY USE OF FL.AG MAN AND APPROPRIATE SIGNAGE AS DIRECTED BY ENGINEER. TRAFFIC CONES FOR NIGHTTIME USE SH.ALL BE INTERNALLY ILUMINATED OR BE PROVIDED WITH 13" REFLECTIVE SILVER SLEEVE. <XMRACTOR SHALL REMOVE ALL TDl'ORARY TRAFFIC CONTROL AND~ SIGNING ll'ON CCU'LETION OF DAILY CONSTRUCTION, AND RESTORE SIGNING AND STRIPING TO CONDITIONS SHOWN AS EXISTING. (FOR Taf'ORARY DAILY LAA£ CLOSI.R:S). SEE CAI.TRANS STD. PLANS A20A-A200 It A24A-A24E FOR STRIPING DETAILS. TM'FIC CONTROL CCJ,IES (28" HIGH) WITH OCll.81..E BASES MAY BE USED IN L1EU OF TllBl.UR DELINEATORS FOR DAILY OR SHORT TERM C()6TRUCTION ACTIVITIES . P. CXl'eTRUCTION PAVEIIENT REMOVAL ·AM> RECOfSTRUCTia-1 AM> PAVEMENT OVERLAY OOTSIDE CONSTRUCTION AREAS SHOWN ON Tl£ PLANS SHALL BE BY SINGLE LAA£ CLOSlR: AS DIRECIED BY Tl£ ENGil'EER. O. TEll'ORARY CONSTRUCTION ACTIVITY WITHIN Tl£ TRAVEL WAY SHALL BE LIMITED TO THE IQ.RS BEIWE.EN 9: 00 AfA AND 3: 00 PM. A MINIII.IM OF TWO TRAFFIC LAl£S SHALL BE MAINTAIN:D TtfQJGH TI£ INIERSE.1.;iICJII AT ALL TIMES FOR EACH DIRECTION. LEFT TURNS MAY BE PROHIBITED DlRING fNIERSECTION CONSTRUCTION AS DIRECTED BY THE ENGINEER. R. 11'£SE TRAFFIC CONTROL Pl.ANS SHOW TRAFFIC CONTROL DEVICES FOR LONS TERM TRAFFIC CONTROL FOR CONSTRUCTION LIMITS SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ca-FORM TO SHORT TERM TRAITIC ·CONTROL REQUIREMENTS IN ACCORDANCE WITH THE CALIF'ORNIA "IIANJAL ON U-UFORM TRAFFIC CONTROL DEVICES (r.t.lTCD)" {2012 EDITION) OR A.P.W.A, "YKR< AREA TRAFFIC CONTROL HN()80Q( (WATCH)" (LATEST EDITION). SHORT TERM TRAFFIC CONTROL AND CHRIGES TO THESE PLANS DI.RING CONSTRlJCTICJ,1 SHALL BE SUBMITTED FOR REVIEW NI> Aff'ROVAL BY CITY OF NEWPORT BEACH TRAF'f'IC ENGINEERifla:l DIVISION. s. T. u. v. ,. USE AND PLACEMENT OF FLASHING AAROW BOARD SIGN(S) SH.ALL BE AS DIRECTED BY THE ENGINEER. ALL TRAFFIC TRANSITIONS SHALL UTILIZE ARROW 80Af!DS. fl.ASHING BEACCNS AND/OR WARNING LIGHTS SHALL BE USED·~ CONSTRtX:TICN BAFIRICACES AND AS DIRECTED BY THE ENGINEER. <XMRACTOR MAY USE PREFABRICATED REMOVAl!ILE OET<lm STRIPING TAPE, PAVEMENT MARKINGS AND RAISED MARKERS WI-ERE SHORT TERM USE WILL~ (24 ~ OR LESS), OR AS SHOWN ON PLANS, ALL TRAFFIC SIGNAL MOOIFICATION WORK SHALL CONFORM TO C.Al.TRANS STANDARD SPECIFICATIONS AND STANDARD PLANS, DATED 2010, AND TI£ SPECIAL PROVISICJ-IS. SUGGESTED STAGE CONSTRUCTION SEQUENCE: STAGE 1: CONSTRUCT NEW RAISED IEOIAN ON SANTA ROSA DRIVE BEIWl:.£.N NEWPOR1 CENTER DRIVE AND SAN .x>AQUIN HILLS ROAD. STAGE 2: ·C0'6'mlJCT 2" GRIND AND OVERLAY AND INSTALL FINAL SIGNING AND STRIPING PER SIGNING AND STRIPl!la3 PLAN. STAGE 3A: CONSTRUCT PEDESTRIAN RAMP AND SIDEWALi( CJ,! THE NORTHWEST CORt£R CF Tl£ SANTA ROSA DRIVE AT SAN JOAQUIN HILLS ROAD INIERSECTION. ST.AGE JB: CONSTRUCT PEDESTRIAN RAMP AND SIOEWAU< ON ti£ SOUTHWEST CORt£R OF THE SANTA ROSA DRIVE AT SAN JOAQUIN HILLS ROAD IriiERSECTION. TRAFFIC SIGNAL NO IE$: 1. C0NTRACTOR SH.ALL COCR>INATE WITH THE CITY OF NEWPORT BEACH TIW"FIC ENGIJIEERING DEPARTIENT AT (949) 644-3311 A MINIMUM OF FIVE (5) WORKl!la3 DAYS PRIOR TO YKR< AFFECTING AH'f TRAFFIC SIGNAL WITHIN CCJ,ISTRUCTION ARf.A. (n,ITACT CITY CF NEWPORT BEACH TRAFFIC ENGltEERING DEPARTMENT FOR TRAFFIC SIGN.Al. Cl'ERATION.Al. CHANGES, Wl-£N TRAFFIC LOCf'S ARE DAMAGED, OR FOR TRAFFIC CONTROL C<HlITIONS NOTED ON THE PLANS. 2. CONTRACTOR SHALL MAINTAIN EXISTING SIGNAL Cl'ERATI<J4 AT .ALL TIMES UN..ESS NOTED OTl-£RWISE CJ,I THE PLANS. CONTRACTOR SHALL REPLACE LIXP llETECTORS AT ALL LOCATIONS MEU.. Tl£ EXISTl!la3 LOOP DETECTORS ARE NOT IN THE CENTER OF THE LANE. CONTRACTOR MAY USE VIDEO DEJECT!~ DUH!la3 CCJ,!STRUCTION I.PON WRITTEN APPROVAL BY Tl£ ENGINEER. 8NffA ROM DRNEMl!DIA.v M ICOI.J!:i BIi~ PLANHtNG ■ 'DIC■IGN ■ CONeTRUCTJQN REVISIONS • • • CCINSULTINt:!I • ..,....,_ "'· ?ztw.rC,.) 1025M.'ftil/lP- -CM.l'<fflll--f'AX ~ .-WIJlfJIF..comi DA1£: 03/20/13 NO. NM. Dl8CIUPTIOII STAGE C0N8TRUCTION PLAN TITLCSILI llESGNED DRAWN CITY OF NEWPORT l!.Al"'L.I r-1--1----------------7---r'----Jl---~N~FC:.!.-___ NF~C e~ t---l---"--1-------------------+---+----tCHECKED DATE CGM 03 20 1 PUil.iC WORKS DEPARTMENT SHEET 0 N I') 0 Q) "' 0 ..., (/) - 1 12()--1 EXISTJNII CUii • 8UTTER TRAFFIC CONTROL PLAN NOTES: FClR 'IIW'F'lC COfl'AOI.. GENERAL NOTES, S1 S E f!t' w :,'T /ti!£ CCNSTIIJCTICN SEQlENCE, LEGDI), AN> CCNSTIIJCTION NOTES, SEC !..Cl rc-1. 11!:RDRNE I i I I ! i' I I· I ; . I 1 Ir I STINB CUii EXJSTlNI ·eu11 • 8UTTER E lNI CUii --------~-.---.-_ ·~~. ----r ,-ii·,--,;, 1 - •1 . RF1(3D E R28(Q)(<-> T'IPE 11 IWRICAIIE 1 l-,!J.l2=..lt!.!lt:I.I' (TYP.) lffffA ROM DRM! 1 ••• SPl.clNI r,p, CIA)(<-->) R1- (PR1YATE I i , -~ ~ N.MINHita-• 1111 i' • aaa,a:wdi'Ui1i 1 '20--1 CIA)(<->) STNS • __. -;:;._~--_____ __. ... F R1-1. R.'H(Ft) EXIST • 8UTTER R28(CA)(<-> E \ REVISIONS '20--1 1 • IN1'AJN w uc.r CRRATICN. QhER IP CMJIUI' APSE 1:N SIGNAL IN>JC!ATJQII. ~ TO CuiNJl~TE lrnt 1l£ CiTY C:E' iCG Qt, BEACH TIWF'IC EJCll&RINI DlVlSIQII FClR S18W. CRRATIQII lll>IFJC!ATJONS. ~ STAGE 1 MrMIICIMDU?"P 'rMJW,9■11'1 8l'MI! PLAN MNTAR0MDIIIII UR1Vt" ., "' " ui > - - c::::::> c::::::> c::::::> (18') (12') (14') (14') (12') (18') 40 EXISTIN<t-et/RS & GUT1£R E ¢:::i ¢:::i ¢:::i t rW2=0_-_1 1 020- 350' 1 W4-2 R TRAFFIC CONTROL PLAN NOTES: FOR TRAFFIC CONTROi. GENERAL NOTES, SUGGESTED STAGE CONSTRUCTION SEQUENCE, LEGENO, AND CONSTRUCTION NOTES, SEE SHEET TC-1. • 100' SHIFll -·----' •• , ==-~~.,.,.,, --·~-+~· -- . . . . ·~ . • • • • EXISTING CURB •. GIJTT£R .... - 47+00 ----1- • • R28(CA)( <->) • • • • • • • • '':'":::==~=~~"''=:;;:-··_:_-~-=: -------~::::::::s;;;;;:::=.---·-1-----~----....... -"-~-'-----7--'--------_-_-_-_------,-+--~-.... :;-;r----=-------==~·=-"·~· - R28(CA)(<->) G TAfl'Efl 0 20' SPACING m>. PIM f.lD.IIIED Im • • • ClllNSIULTING Pl;.ANN-1N. ■ DtESU9N ■ COMlifTilUC'TtCIH 1411l1SJL_P_ lftM:. CII..F<'RM JII I :IOIO ~ FAX MM7Ul22 • ...... :C:Clffl _1 SIGN REVISIONS -Dl8cttlf'TIOII :t • (18') ¢:;J (12') ¢:;J (14') ¢:;J 100· B\Jf'FER SNS R28(CA)(<->) E EXIS-nHG CURB & GUTT£R. "NO LEFT TlJRN• (PRIVATE) E / ' --··•~'"-\ EXISTING CURB II: GUT1£R R3-7(R) R28(CA)(<->) Rt-1 R3-5(R) ' ,-;/' //,, /2 / /,:;,"{/ • ,./?.7 , /~ /' ,,<-' . ;;:;,_ ,/y ;/"' ¥ / dS:5 ·> SANTA ROSA DRIVE DESIGNED DRAWN STAGE 3A UNl'AIIIDMDRNEI lwU 10.:IIL-.. !J STIJ'!II! COHSCkvCIION PLAN SMTA ROSA ~FINE l-+-+----------,--=r=:1CHEO<Ell NFC NFC OAJE CGM D3 20 1 cnY OF NEWPORT BEACH PUBI IC WORIII DEPMTIIENT SHEET 11 OF 1 "' .. ,, ij " ... I - TRAFFIC CONTROL PLAN NOTES: FOR TRAFFIC CONTROL GENERAL NOlES, SUGGESlED STAGE CONSTRUCTION SEQUENCE. LEGEND, AND CONS'IRUCTIOt(".'' NOlES, SEE SHEET TC-1. .,., •• ,.,,,wm,,,,,'"· N&WPORT·CENTERDRIVE I I f,, I / 1: i I i' I i ,I ii I 'I', E I ., i I I ' I 'I 1,/ A ;, . I E EXISTING CURB & GUTIER I E R32(CA) E E R3-7(R) SCALE: 1"=40' SANTA ROSA DRIVE •NO • I.EFT TURN" E (PRIVATE) G20-2 t 1 w+- IUlf 411111PMB Im i-LAHN-l'Na ■ DlffltllN --. • CON.,..UO'tlON , ·14111 #iL10N PMCWAY: IME,Cll OIIIA !Lili Jal CCN9ULTfNG ~ FAX-• - ?r'+z ~ • OATE:03/20/13 EXISTING CURB &: GUTIER SNS R28{CA)(<->) E £ R6-t(R) , -~------ ••• -~" ~~•;,,.:;:.:::::: -<'.:'. --·· 1 0-1 3 R3-7(R) E R28{CA)(<->) R1-1 R3-5(R) JOAQUIN Hll l 8 ROAD , I \ \ \ ~\ ,, \: \, \ El<ISTING CURB &: GUTTER REVISIONS \ \ \ \ \ \:\ \ ·,1 •. \ , \ ' \ ,, 1 -1 STAGE 38 EXISTING CURB &: GUTIER 8AN'l'A1108ADRNT e ,._ u :maana STAGE CONS,RUCIO. A.AN 8'.NTA ROM ORNE .-~-r------------,-,-bllESGNEI)-· ,,..._:Nf~c::.J....DR-"WN_..!w!=.lc CITY OF NEWPORT BEACH l-'~'---60_4""""6_-_~ __ 1-----11----+---------------+----1----11CHEO<Ell CCII OATE03 20 1 Plll.lCWORKSDEPARTMENT HET1 or 13 • w ti -~ LL ~ E 0 N .... oi "' -r <D - 8 "' " 'O ;$ 0 I 0 ..... I I ., "' 0 .... (/) > -0 .. 0.. " C 0 ._ I- 8 < u I ~ 0 ~ " ..... 0 'O a. j: I I I /:k:1 \, E l!J ... -.,,__ f I ~ lN.ESS OTI£RWISE SHOWN ON PLAN tw.VEL BAGS LEGEND --c:,cc,c:x:,::c,,o-GRAVEL BAGS TYPICAi SECTION ~TIOII I I I I I I GRAVELM -- • • GRAVEL BAGS SEE.DETAIL HEREON N.T.S. R/W INI 11;\,'llON N.T.S. \', \ - ------. ___ _ GRAVEL BAGS SEE DETAIL !£REON ·..;,;;_.· .......... ..........,._ ....... -__ _. .. ~ ""• -.......,_ ---"---·---@ -~=-~-J - R/W;~ ~ --~ -_ _ _ _ -•s.;;;.; tc _, ___ ;;;,~,~i•·'""·"·· ____ ;" ·--~-~~"-==·-=·•=-;;;;=·~=S""'rA_'4_'=-l=-'A=-RO=· ·=-· ·=1=-A=DI=---~=---.=v=E ___ ..::::-_-_--____ _ --+-~------------=-· ··_----_--_-----~---;,;;.;._. ==~==·;.;..;.·~-·_.=i--'--. ··•· .... ·:..;;.•··· ... ••• -.:.--. _....,,,....._ ........ ___ .,,,.---"""'-·--""""·"""'"" ,,,,,,.,□----....,-=--~~~-~-------•• -----~--:--~ ------- 20 0 20 40 60 IUill PREP-, 81". • • • CONS Ul,.TINlil P\ANNIN8 ■ ~illllN ■ CDNaTRUC'flDN M72I l!LTONPN«WAY Ml; C.tLFOfN4 I 2111 »E1 ~ FM~• WIISIF.cam REVISIONS Dl8CRIPTIOR R/W \ I ---------< ~ -----\ L ., +' ., 11 --0 ,,:; u, E a. -IO N I ,,., - 0 8 0 L +' C 0 ul C 0 "' 0 ~ > 0 "" a.. ., C EC-1 r SANTAIIOMDRNEI "tl;.L IWLJIEN1'8. ~ SANTA ROSA ORNE EROSION CONTROL PLAN u ----·· -sel>LE: 1 "=20' ~==t==t=========================j===j===j:O:OES(;NEl)iroc£~-SN"tDRriiAii'"M;_..:::;SN'-1 CITY OF NEWPORT BEACH ~-6046, CHECK£D SH OATE03 01 1 PIBJCWORICSOEPAR1'MENT SHEET13 Of 1 -