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HomeMy WebLinkAboutR_6047_SCITY OF COSTA MESA \1CTORIA ST PROJECT LOCATION r BENCH MARK: ORANGE COLNTY ~YOR BENCtt.iARI< NO. .. ·;::-::,::::-·, ., CY'' C'GZt:;z~ VICINITY MAP NOT TO SCALE LOCATION NOT TO S "3S-45-99", NAVO 88 -1995 ADJ. ELEV= 251.76 FT. ~(Ip CITY OF IR\IINE ~ DESCRIBED BY OCS 2003 -FOUND 3 3/4" OCS ALIMINUM BENCHMARK DISK STAMPED "35-45-99" , T [N TOP NORTl-£RLY CORNER OF A 4.0 FT. BY 8.0 FT. Cet!CRETE CATa-t BASIN. MIJIUIENT IS LOCA [N THE EASTERLY Cffir£R OF Tt-E INTERSECTION OF MACARTHLR BOI.LEVARO Af-0 SAN JOAQUIN HILLS ROAD, 70 FT. ~IM~ERLY Cf' Tt-E CENTERLINE OF MACARTHLA BOI.LEVARO AND 135 FT. NORTI-EASTERLY OF THE CENTERLINE OF ~IN HILLS ROAD. MCHJMENT IS SET LEVEL WITH THE SIDEWALK. OCS GPS FVPK = 80. 32 FT. AND OCS GPS TRAK 495. 31 FT. BASIS OF BEARINGS: BEARINGS AND COORDINATES AS SHOWN 1-EREON ARE IN TERMS Of THE CALIFORNIA COORDINATE S TEM OF 1983 (EPOa-t 1991.35). ZONE 6; BASED LOCALLY UPON THE FOLLOWING CONTROL STATIONS PUBLISHfD BY THE COUNTY OF ORANGE. GPS 6269, NORTHING 2,172,283.19 FT., EASTING 6,068,345.22 Fi. GPS 6276, NORTHING 2,170,114.88 FT., EASTING 6,069,883.84 Fi. GPS 6293, NORTHING 2,167,860.29 FT., EASTING 6,066,645.53 FT. XE ■lll>.H.l-.ullf fJ' 80UIIEIII ~ D O · .• T ow. TllU. FIE -m -·-... ----SECTION 4216/4217 <1F Tl£ G0'IERtlENT COOE REQUIRES A DIG ALERT !OENTIFJCATION IU&'.R BE ISSUED BEFOllE A "PERMIT TO EXCAVA1E" WILL BE VAi.IO. FOR ~ DIG ALERT IDOITIF-ION l'U&R, CALL INlERGROlN) S{R¥1'(1£" ClilU TOLL FR:!: AT 1-800-227-2600 TWO WiJll(N OAYS BEFOR YOO DIG. ) SHEET INDEX SHT# DRAWING OE:SCRIPTION 1 TT-1 TITLE St£ET 2 N-1 GENERAL Af-0 C<H;TRUCTION NOTES 3 TX-1 TYPICAL SECTIONS .. 4 C0-1 CONSTRUCTION DETAILS 5· RP-1 REMOV,.,_. PAYEllENT PLAN 6 ST-1 PLAN .Ai'O PROFILE 7 UT-1 UTILITY PLAN 8-9 TS-1 TO TS-2 TRAFFIC SI GffAI... IIIOOIFICAT>t<»I PLAN ••o, '• 10 LT-1 STREET LIGHT ·REPLACEIIOO' PLAN PUBLIC WORKS DEPARTMENT 11 PD--1 SIGNIKl Ai'O STRIPING PLAN 12-15 TC-1 TO TC-4 TRAFFIC CONTR!l. PLAN SAN,_JOAQUIN HILLS ROAD I ~ UTILITY.CONTACTS UTlLIJy\QINER IIl A ll:T OISTRISUTION 12} COi' cae«NICATJONS 131 ELLER IE>IA Ct!Wlffl IJl CITY Of~ .8EACI-I 15]SC GAS -SANTA NfA Ill UT! SC ATT TRANSMISSION TCG •PHCH: NO. (7'14) .666-5698 (949) 54'6-2466 ( 310) 755-7225 (949) 7t8-3400 {114) 634--3262 (114) 63Hi004 l!I IJTl -~ EDISON -TElECOIU.INICATIONS (213) 787-0212 (714) 796-9932 PWt PREPARED ft ■.■ ■ . Cl3Nl!IUI.TiNliJ PLANfitlNta a OltSH:tN' ■ CDH8TRUCTIIDN tm!iAl..'ICII P/1111/ftMi IWl&,CAl.FOfNAOUlllOD ---·-- 16 EC-1 EROSlllt CllNTRCl. PLAN DAlE: J-:Jd~ I' ABBREVIATIONS .t. CUM: DEL.TA LAT LATERAL AC ASl'ltAL T C0NCR£TE LT LEFT SYMBOL-LEGEND AS AGGREGATE BASE MAX MAXIMIM AVE AVEN.£ t,f-l fiWHll.E 8/W SAO< Of WAt.J( MIN MINIMIM 0 ·•MAtfflLE SC BEGIN CUM: N NORTH BCR BEGIN Ct.AB RETlRf NAVO NORTH AMERICAN VERTICAL OATIM ~ F"tRE HYDRANT BEG BEGIN l'«l . Nl.11:lER 81.VO 80• EVN¥> NTS NOT TO SCAl..E ____ EXISTING CATV CABLE T£LEVISION ocs ORANGE COUNTY UVEY CIG ClA8 AND. GUTTER PB PULL BOX ----R/W LINE CB CATa-t BASIN PCC PORTLAND CEMENT ~TE/ CF ClA8 fACE POINT OF cortTUO.JS CUM: CL <ENTERLltE: PKWY PARKWAY 1'£W COIISTRUCTION oo«:: CONCR£TE PROP PROPOSED CR DRIVE R RADIUS -· -{---CENTERLINE ow OOMESTIC WATER RCE REGl~IERED CIVIL ENGINEER E EAST RCP REl,-..U'ICED CONCRETE PIPE -w WATER LlNE EC END ~VE RET RETAlNING ECR END ClA8 RET\ffl R/W RIGHT Of WAY -SD-STORM DRAIN EG EXISTING GRCX.W so STORM DRAIN ELEV ELEVATION SL STREET LIGHT ---G-GAS LINE EX/EXIST EXISTING s SLOPE fG FINISH GRa.H> S1iT SHEET fl FLOW 1.tNE STA STATION E -ELECTRIC LINE rs fINIS1€1) SURfACE STD STANDARD FT FOOT/FEET SW SIDEWALK -T TELEPHONE LINE GM GAS t.ETER/SERVICE TC TOP Of a.e GV GAS VALVE TS TRAFFIC SIGNAL -CAlV-CABLE TV LINE H HEIGHT V>P. VAFUltS/Y>P.IABLE 1111\1 INVERT w WEST SIGN JS ...WCTION STRUCTI.H: 11M WATER METER --er L LENGTH WV WATER VALVE TT-1 REVISIONS 8M JO,\QIIINHIU.SRIOA.. U I t:49-,TS .... -. DIE8CRIPTION .,. Ceo..•• •••sTW6 81Atf N01ll _, 111A~r•• TFl1..ESL&. ---------------------DESIGNED SN DR,.WN SN CITYOFNEWPORTBEACH ~-6047-~ 11-------+----=--1 --;-,..---,1-------------------,1----t--,....;,CHECKEO SH DATEos PUBUCWORKSDIPARTMENT SHEE:J. 1 or 1 0:: w I- (/) -~ ~ (/) E & "' "" "' ~ ....... ,,, "' U') 0 O> ~ ~ ~ I I-I-I <Xl a, "' <Xl ,.,,. "' ., .., 0 z, :,._ ., 7 (l) -.., -I-.Y > Ei / .. (L 0) C C ... ,--/ "" 8 < 0 u ./ <Xl a, N • <Xl 0 "" ~ 0 -~ 0 ,,- 0 .., .,, 'O " '%. ,o. / ±' 1. 2. 3. 4. 5. 6. 7. 9. GENERAL NOTES: ALL WORK NECESSARY FOR TI£ COt.FL.ETJON Of" THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH i1) SPECIAL PROVISIONS; (2) Pl.ANS ~WING NO. R-XXXX-S); 3) TI£ CITY Of" NEWPORT BEACH STAN>ARI) CIAL PROVISIONS_AND S AN'.lARO DRAWINGS FOR Pl.B..IC WCR<S CONSTRUCTION, (2006 EDITION), INCLUDING SUPPLEIENTS; ( 4) STAN>ARI) SPECIFICATIONS FOR f'l.,el..IC WORKS CONSTRUCTION (2009 EDITION), INCLUDING SUPPLEIENTS; (5) ST»oARD PLANS Of"~ STATE OF' CALIFORNIA DEPARTMENT OF lRANSF'CllTATION (CALTRANS) (2006 EDITION); Al'{) (6) STATE OF' CALIFORNIA DEPARTl,ENT Of' TRANSPORTATION (CALTRANS) STAN>ARD SPECIFICATIONS (2006 EDITION). TI£ CONTRACTOR IAJST NOTIFY Tl-£ CITY OF' NEWPORT BEACH PUBLIC WORKS INSPECTOR AT LEAST TWO (2) WORKING DAYS PRIOR TO COMMENCEMENT OF' ANY CONSTRUCTION OR FIELD TESTS BY CONTACTING THE NEWPORT BEACH Pl.B..IC WORKS DEPARTMENT AT (949) 644-3311. ALL UNDER8ROlH) FACILITIES SHALL BE INSTALLED PRIOR TO SURFACING Of' STREETS. THE INSTALLATION Of' ALL UNJERGROlN) FACILITIES CROSSING EXISTING ARTERIAL HIGHWAYS REQUIRES BORING OR JACKING, UNLESS OTHERWISE PRE-APPROVED BY Tl-£ CITY ENGINEER. HNEVER IT BECOMES NECESSARY TO TUNNEL UN:lER EXISTING lt.l'ROVEIENTS, THE CONTRACTCR SHALL SU'PORT THOSE llf'RDVEMENTS IN A MANIER APPROVED BY TI£ ENGINEER, OR THE CONTRACTCR SHALL SAWCUT, REMOVE AN'.l REPLACE THOSE JMPROVEIENTS IN ACCORDANCE WITH THE CITY Of' NEWPORT BEACH STAl'OARO DRAWINGS. EXISTING LWERGRO.JND UTILITIES ARE SHOWN AS PER AVAILABLE RECCRDS. THE ENGINEER OOES NOT ASSUME LIABILITY FOR TI£ A~CY OR EXISTENCE Of' THE UNDERGROlHl UTILITIES CR STRUCTLRES AS REPCRtED F'ROM THE RECCRDS EXAMINED. IT SHALL BE Tl£ CONTRACTOR'S RESPONSIBILITY TO VERIFY TI£ LOCATION Of' ALL EXISTING UNOERGROUN) UTILITIES (BY POTHOLING OR OTHER MEANS). CONTRACTORS SHALL NOTIFY lHlERGROIH) SERVICE ALERT (U.S.A.) (800) 227-2600 AT LEAST TWO (2) WORKING DAYS PRIOR to ANY EXCAVATION AKl FIELD VERIFY THAt tHE UTILITIES HAVE BEEN MARKED BEF'ORE EXCAVATING. CONTRACTOR SHALL OBTAIN ANY REQUIRED O.S.H.A. PERMITS PRIOR TO ANY EXCAVATIONS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS Al() DIMENSIONS BEF'ORE STARTING WORK. SHOULD CONDITIONS EXIST WHICH ARE CONTRARY TO THOSE SHOWN ON PLANS, THE ENGINEER SHALL BE NOTIF'IED BEFORE PROCEEDING WITH WORK. IT SHALL BE Tl-£ RESPONSIBILITY OF' Tl£ CONTRACTOR TO ASSISIE THAT ALL PIPES, WALLS, ETC. ARE ADEQUATELY BRACED DURING CONSTRUCTION. ALL WORK SHALL CONFORM TO THE DRAWINGS AND SPECIFICATIONS IN ALL RESPECTS AND ALL DEVIATIONS SHALL BE APPROVED BY THE ENGitE:ER. 10. THE CONTRACTOR SHALL, PRIOR TO THE BEGINNING Of' WORK, INSPECT TI£ THE PROJECT FOR EXISTING SURVEY MONUMENTS AND THEN S0EDU.E A MEETING WITH THE CITY SURVEYOR TO WALK THE PROJECT TO REVIEW Tl£ SURVEY M<Jt,0,£NTS. THE CONTRACTOR SHALL PROTECT ALL SURVEY M<Jt,U,£NTS DURING CONSTRUCTION OPERATIONS. IN Tl£ EVENT THAT EXISTING SURVEY MCNJ,£NTS ARE REMOVED OR OTHERWISE DJSTl.R3ED DURING THE COURSE OF' WORK, TI£ CONTRACTCR SHALL RESTORE THE AF'F'ECTED SURVEY M<Jt,U,£NTS AT ITS SOLE EXPENSE. THE CONTRACTOR'S LICENSED SURVEYOR SHALL FILE THE REQUIRED RECORD OR CCRNER RECORDS WITH THE COUNTY Of' ORANGE ll'ON IDUENT RESTORATION. 11 . CONTRACTOO SHALL CLEAN UP THE PROJECT SITE AT THE END Of' EACH WORK DAY .. 12. CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS TO AND THRaJGH Tl-£ WORK AT ALL TIMES. 13. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, Cll..OR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 14. PROPOSED PAVEMENT AND CURB 00 GUTTER SHALL JOIN AND MATCH LINE 00 GRADE OF' EXISTING IMPROVEIENTS. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING UTILITIES, PAVEMENT, ~. TRAFFIC STRIPING Al'{) MARKINGS, TRAFF'IC SIGNAL EQUIA£NT (INCLUDING DETECTOR LOOPS), STRUCTURES, TREES, LANDSCAPING, AND IRRIGATION SYSTEMS, AS A RESULT OF' HIS OPERATIONS, AND WILL BE REQUIRED TO REPAIR, REMODEL OR REPLACE SAME TO Tl£ SAT I SF ACTION OF, AND AS DIRECTED BY THE ENGINEER OR UTILITY COMPANY. 16. THE CONTRACTOR SHALL CONDUCT HIS CONSTRUCTION OPERATIONS IN SlDt A~ THAT STORM OR OTHER WATERS MAY PROCEED UNINTERRUPTED ALl>IG Tl£ SIRE£1 OR DRAINAGE COURSES. 17. STATIONING REFERS TO CENTERLINE Of' SIREET. STREET WIDTH DIMENSIONS AND CURB LINE CURVE DATA REFERS TO FACE OF CURB. 1 . 2. 3. 4. 5. ENVIRONMENTAL NOTES: TI£_,.,.,CON11tACTOR,.., • SHALL NOTIFY .ALL Sl.l3CONTRAeTOR, MATERIAL Sl.f'f'LI~. I..ESiilttS AND PROPERfT' OIN'.RS .THAT IXWING OF' CHMICAt..S INTO • THE STORM DRAIN .SYSTEM OR. Tf£ W;,IERSI.ED IS PROHIBITED. $UCH l!Uf'TN8 CAN AND WILL RESLl. T IN A FINE BY TI£ CITY OF' NEWPORT BEACH AKl OTHER AGENCIES. CONTRACTOR SHALL MAINTAIN CONSTRUCTION. SITE IN SUCH A CON>ITION THAT AN ANTICIPATED STORM DOES l«lT CARRY WASTES CR POU.JJTANTS OFF THE SITE. POTENTIAL POLLUTANTS tNCLlt'IE BUT ARE l«lT LIMITED TO: . SOIi-CR LIQUID Cl£MlCAL SPI~ WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LHIES, PESTlCIDESi · • ICillES, WOCO f'RESER",,.TIVES AND SQ..VENTS; M:itESTOS FIBERS, PA NT FUl<ES OR STUCCO FlWllENTS; F\JELS, OILS LUBRl;CANTS, AN) HYDRAU..IC, RAOIATCR OR BATTERY fl .. UIDS; FERTILIZERS, VEHICI..E/EQU1Plil!'.NT WASH WATER AND CONCRETE WASH WATER; CONCRETE, DETERGENT OR FLOATAl:l.E WASTES; WASTES .f'ROM ANY ENGlNE/EClllf'IIENT STEAM CLEANING OR OOICAL DEGREASING; AND Sl.l'EROLORINATED POTAl:l.E WATER LINE FLUSHINGS. DI.RING CONSTRUCTION, CONTRACTOR SHAU. DISPOSE Cf'· SUCH MATE'RIALS OFF-SITE IN ACaRJANCE WITH LOCAL, STATE, AN) f'EDERAL REQUIREMENTS. CONTRACTOR MAY DISCHARQE MATERIAL. OTHER THAN STl.Rl. WATER ON..Y HN NECESSARY RR PERrtRmlCE 00 OOMPLETION OF CONSTRUCTION PRACTICES AND WHERE TI£Y DO NOT: . CA1 ISE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD; CA11SE OR. llff:ATEN TO CAUSE POU.UTION, CONTAMINATION, OR NUISAN:%; CR CONTAIN A HAZARIXllS SU!ISTAl«:E IN A QUANTITY REPORi'Ml.E t.NlER f'EDERAL REGIJ...ATJONS -40 CFR PARTS 117 AND 302. DEJIATE'RING CF CONTAMINAiED GR01.MMATER, OR DlSCHARGfiC CONTAM1NA1ED SOILS VIA $1,,R'ACE EROSION IS PROHIBITED. IEWATERING OF' NON-CONTAMINATED GROlN)WATER REQUIRES A NATIONAL POLLUTANT DISCHARGE an•INATION StSIEII PERMIT FROM Tl£ RESPECTIVE STATE REGIONAL WATER QUALITY CCfflRQ.. BOARD. • Tl£ CONTRAc:TOR SHALL SUBMIT A BEST MAIIIAGE:teff PRACTl~l!IMI") Pl.AN FOR CONTAINING ANY WASTEWATER OR STmM WATER RlNFF • TI£ PRO..ECT SITE ll'CLUDING, BUT NOT 1-IMITED TO Tl-£ Fa.LOWING: A. NO PLACEIENT OF' OONS'TRUCTION MAlERIAl,..S WHERE THEY COUJ) ENTER STORM DRAIN SYSTEM, WHICH. INCLIJJES GUT f~ THAT LEAO TO CATCH BASINS. 8. 0£0<1NG CONSTRUCTION VEHla.ES FOR LEAKING FLUIDS .. C. PROVIDING A CONTRCU.£D Af£A f'OR CI..EANit-B OR RINSE-DOWN ACTIVITIES. D. ID4JTORING CONSTRUCTION ACTIVITIES. E. MINIMIZING USAGE CF WATER Wl-£N SAW--CUTTING AN:> VACllll TI£ RESitu:. F. PROVIDING MEASURES TO CAPT\1£ CR VACI.Mt-UP WATER CONTAM'INATED WITH CONSTRl.cTION DEl!IUS. . G. REMOVING Atff CONSTIU:TION RELATED llEllRlS ON A DAILY BASIS. H. PROTECTING .WCR<. AREAS FROM EROSION. THE 81,1> WILL BE APPROVED SY Tl£ ENGINEER PRICR . TO AN'f WOOi<. Tl£ Cl TY OF' r£Wf'u1n BEACH WILL tlJNJTOR THE ADJACENT STORM DRAINS AN) SIREE.TS FOR COlif'I..IANCE. FAILURE OF TI£ CONTRACTOR TO FOLLOW 1!1M1" WILL RESU..T IN IMIEDIATE CLEANlJ' BY CITY AND BACl<-CHARGING TI£ CONTRACTOR FOR ALL 'COSTS F'UJS 1ll ~. Tl-£ ~RACTOR MAY ALSO RECEIVE A SEPARATE ADMINISTRATIVE CITATION PER· SECTION 14.36.030A23 OF TI£ CITY'S 1.UUCIPAL CODE. 6. CCMRACTCR SHALL caf"ORM TO ALL N:M> REQUIIB£NTS FOR POSITIVE DUST CONTR0I.... 7. GRADING AND EXCAVATICJI SHALL BE.HAI.TED IJI.AlNG PERIODS CF .HIGH Wll'llS. ACCORDlNG TO AQl;l) MEASURE F--4, HIGH WIM>S ARE DEFIMED AS JO IFH OR GREATER. THIS L£VEL OC0.RS CN...Y lK£R. l.NJSUALL Y EXlREME CON>ITIONS, SUCH AS SANTA ANA Wll'O CCNlITIONS. PAYING tN I l:d: 1. A PRE-PAVING MEETING, IN AIDITlON TO Tf£ PRE~ION MEETING, SHALL BE 1£1..D FORTY--ElGHT (48) H'.1RS .PRICR TO PAVING. ll£ CITY CF NEWPORT BEACH INSPECTCR SHALL BE NOTIFIED FOR ATTENDANCE AT 11-IIS MEETING. LANDSCtPING tf011:d: 1. CONTRAc:TOR SHALL RBa>VE PCRTIONS Cf' THE EXISTING IRRIGATION SYSTEMS AS NECCESSARY TO PERFORM OTI-ER PRO..ECT W0RIC. REMOVAL WORK MAY Il'CLUDE LOCATING, CIJTTING Al'D CAPPING EXISTING IRRIGATION LINES AN> REMOVAL CF VAi.YES, VALVE BO><ES, IRRIGATICtl I-INES, IRRIGATION HEADS, ttA<:N'I..OW ffiEVENTER ~ TES, AN) CONTR0I... WIRES. 2. CONTRACTOR SHALL ENS\H: THAT REMAINING IRIUGATION SYSTEMS WITHIN OR BEY0N> l1€ PROJECT LIMITS REMAIN Fl.U.Y Fl.N:TJONAI.,. AN) CPERATJONAL. TO THE SATI$FACTICfl OF' THE CITY ENGil'£ER. PUNl'llll't.ilmft 1. 2. 3. 4. 5. 6. 7. 8. 9. STORM DRAIN NOTES: ALL PIPE LENGTHS ARE HORIZONTAL PRO..£CTIONS, I.N..ESS OTHERWISE SHOWN. f'OR TRENCH EXCAVATIONS IN NATIVE S011.t..SHORING SHALL BE PROVIDED TO SATISFY STATE W CALIFORNIA SAFETY m:.wIREMENTS. ALL TRENCH EXCAVATIONS SHALL CONFORM TO STATE Of' CALIFORNIA CONSTRUCTION SAf'ETY ORDERS. ALL REINFORCED CCN:RETE PIPE'. llJST BE BEOOEll IN ACCORDANCE WITH PIPE BEDDING DETAIL PER CITY OF' NEiiPORf BEACH STD-106-L. f'RICR TO. THE PL.MDENT OF STORM DRAIN !lf'ROVEMENTS, Tl£ SOILS ENGlltEER SHALL CERTIFY IN WRITING TO Tl-£ CITY OF' NEWPORT BEACH INSPECTOR THAT Tl£ STORM DRAIN'S SU!IEiRADE IS OF' AOEQUATE STAENGTH TO Slf'PORT Tl£ STRUCTURES AND ANY ANTICIPATED LOADS. PRIOR TO TI£ COMMENCEMENT OF' CONSTRUCTICtl, TI£ CONTRACTOR SHALL CBTAIN A PERMIT FROM TI£ STATE DIVISION Of' IN:JUSTRIAL SAFETY. A COPY OF' Tl£ PERMIT SHALL BE KEPT ON Tl-£ JOB SITE AT ALL TIMES. ALL REINF'MCING BARS llJST BE SECl.ff:LY 1£1..D IN PLACE IN THE FCAMS. TWO WAY MATS CF STEEL llJST BE WIRED TOGETHER BOTH WAYS AT ALTE114ATE INTERSECTIONS. s;G<M DRAIN BAQ<f'lLL f'OR ALL FACILITIES WITHIN SIREEI RIGHT-oF-WAY IS TO BE PLACED AND COIFACTED I.KlER CITY OF' IEWPMT BEACH INSPECTION AN> MEET CR EXCEED CITY Of' NEWPORT BEACH MINIIOI STAIC)ARDS, THE CXMRACTOR SHALL CONDUCT CONSTRUCTION CFERATIONS IN SUCH A .IIWN:R THAT STORM 00 OTI£R WATERS MAY PROCEED UNINTERIU'TED ALONG TI£IR. EXISTING SIRE.El OR DRAINAGE ~- IN 11,£ COlffiE Of' WATER CCfflROl. TI£ CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS TO PROTECT WATERS f'IQ1 POLLUTION WITH f'LEI..S, 011-S, BITllENS OR HARlrilFU. MATERIALS. 10. LOCAL llEPRESSIOOS AND DEO<S Of' CUR8 INLETS SHALL NOT BE POll£D UNTIL ADJACENT CURB AND GUTTER HAS BEEN f'Ol.ff:D. 11. CON11tACTOR SHAt,J... ~IFY CITY OF' NEWPORT BEACH ~JC WORKS DEPARTliENT AT (9-49 644-3311 FORTY EIGHT H'.1RS 48) PRIOR TO 0-LOAD TESTING OF' FCR VERIFICATION Of' RESll.. . 12. CONTRACTOR SHALL MAC WRAP ALL STCRI DRAIN JOINTS. 13. ALL RCf' TO HAVE "SP\..t,i PIPE" QUALITY AND FINISH. 14. PROTECT EXISTING STCRM DRAIN MAN-Kl..E IN-Pl.ACE f. 2. f8QSIQN & SEDIMENT CONTROL NOTES: = . CASE CF EMERGENCY, CALL Tl£ PUIII..IC WORKS DEPARTMENT AT 9 644-3311.DlJUNG BVSI~ Hill.AS AND TI£ ICM ORT BEACH POLICE • DISPATCH AT (949) 644-3717 AFTER BUSJIESS I-DR!. EQUIPMENT AND IYCRKERS FOR EMERGENCY WORK SHALL BE MADE AVAIL.Afll.E AT ALL TIIES DURJl'G Tl£ RAINY SEASCJII. NECESSARY MATERIAI..S SHALL BE AVAILABLE ON SITE 00 STOCKPILED AT CONVENIENT 1-0CATI<l',IS TO FACILITATE RAPID CONSTRUCTION OF' TEMPCRARY DEVICES HN RAIN IS IMMINENT. 24-HOLft CONTACT INFORMATION SHALL BE PROVIDED TO Tl£ CITY DURING Tl-£ PROJECT PRE-<XlNSTRUCTION IEETING. 3. E:ROSION CONTR<ll. DEVICES SHALL NOT BE MOVED OR MdDIFlED WITHlUT TI£ APPROVAL CF Tl-£ CITY OF' NEWPORT BEACH. 4. All. REIIOVAl:l.E EROSION PROTECTIVE DEVICES SHALL BE IN PL.ACE AT Tl-£ END OF' EACH WCRKING DAY WHEN Tl£ 5-DAY RAIN PROBABILITY FORECAST EXt ►FOS 40S. 5. AFTER A RAINSTORM, ALL SILT AN) llEBRIS SHALL BE REMOVED F'ROM SIRE£1S, CHECK BERMS, AND BASINS. 6. TI£ CONTRACTOR SHALL BE RESPONSI81...E FOR AN:> SHALL TAKE 11£.CESSIIRY PRECAUTIONS TO PREVENT PUIII..IC TRESPASS ONTO ~ IHRE llil'IJ.NE> WATER CREATES A HAZARDOOS COIC)ITION. 7. Tl-£ CONTRACTOR SHALL INSPECT TI£ EROSION CONTRll.. WORK AN> ENSURE THAT Tl-£ WORK IS IN ACCCRDANCE WITH THE APPROVED PLANS. NSTRUCTION NOTES 1 PROTECT IN PLACE 2 REMOVE EXISTING CURB le GUTTER J REMOVE EXISTING CURB RAMP 4 REMOVE EXISTING MEDIAN 5 REMOVE EXISTING PARKWAY CU..VERT 8 NOT USED 7 REMOVE EXISTING TREE 8 NOT USED II RELOCATE SIRE.El LIGHT PER STREET LIGHTING Pl.AN I-T-1 10 ADJUST TO GRAOE BY COX rolllNICATIONS 11 ADJUST TO GRADE BY SCE I CONSTRUCT PCC CUR8 (TYPE 8, 8" CURB) PER CITY OF' NEWPORT BEACH STD PLAN 182-L @ CONSTRUCT PCC ClG (TYPE A, 8" CURB le 24" GUTTER) PER CITY OF' IEWPORT BEACH STD PLAN 182-L @ CONSTRUCT 4" AC @) CONSTRUCT PCC CURB RAt.F (CASE H) PER CITY OF'. NEWPORT BEACH STD PLAN 181-L-B @ REMOVE 00 REPLACE CONCRETE RAMP (FOR l.AN)SCAPE MAINTENANCE) IN KIND I 2" COLD PLANE AND CONSTRUCT 2" AC NOT USED NOT USED CONSTRUCT LOCAL DEPRESSION PER CITY OF' NEWPORT BEACH STD Pl.AN 304-L @) REMOVE EXISTING SIDEWALK SM JO"QI-, MftJ.8 ROIID IMI RO'lft□ffl9 t5 f-(/) - E 0 " l[) c:i ~ Ol 0 "' l< .,, ~ 8 1 Ol "" ~ r/l ., ..., 0 2i >, " "i " ..., I- > 0 ,;; a. ., i:: N-1.~ ~ 0 Pl.ANN-IN& ■ DEIJf■H -■ CDNIITRUCTlCIN REVISIONS 14121AL'RlNP'lli«WAY w, CA1.FQ!IM m1I/ ___ .. __ _ oeaelllPTION -8';N JGIQUIN tlJ 18 ROAD GENERAL Wui ES ~ • OCl 0 ~ 0 ~ / 1--+--+-----------------1---4----11-==:::---r::::=:-""--½-------------,-.--::---,-----;----l.3 --,-r------------,-r--~1-,,0E!iGNED_,--=!!SN-4-0R~A~WN_JSN!!Lf CITY OF NEWPORT BEACH t-6047-~ .g I t---------oa. 1---1-----1---------------------CHECKED SH DAlE09 13 1 PIJIICWORKSDEPARTMENT SHEET 2 OF 18-;- R/W 72.5. 12' I: VAR VAR 44_4• TO 55.6' ==:::ri -----tE ---== -------- ----- COLIHD STAMI ED C0tatET£ PER SPECIFICATIONS STEFAN HOFFMEIS ..: . 70129 4.5' SAN , IOAQIIIN HILLS RD. t VAR 11.2' TO 1.8' * 11 ' 6.,· 6" UNCLASSIFIED EXCAVATION (MlN.) SAN JOAQUIN HJl.1 S ROAD STA 4 •88.■ TO 9+14.08 • N.T.S. * STA 4+89.69 TO STA 9+13. 16 • STA 5+-97.60 TO STA 9+18.88 fllAN PIIIP,WD BY: 73' PLAMNfM& ■ DE:ataN •• CONRTIIUCTION •••• CDNSU!..TING 14725 Al.TOI PNl<WAY 'fMiE. CN.FClfltl. ... a; -.41U505 PAX~ • ..._,.. __ 72.5' Ni:I. - PA\lflENT I EJ:iENP ~ CONSTRUCT 5• AC O'fER 12• Af3 L:)/d 2· COlD PLANE AND CONSlRUCT 2· AC [(lf/21 C()ICRElE -PA'\!£MENT REMOVAL Ill COLORED STAMPED CONCRElE 18' 5'** R/W 10' 6" UNCLASSIFIED EXCAVATION (MIN.) REVISIONS DEeCRIPTIOM ;·- CTIONNOTES 1 PROTECT IN PLACE 12 CIJ!,ISTRUCT PCC C\JlB (TYPE B, 8" C\JlB) PER CITY OF 1£WPORT BEACH STD PLAN 182-L @<XNSTRUCT PCC CI.G (TYPE A1.. 8" C\JlB I: 24" GUTTER) PER CITY OF tE:W'ORT BEACH STD PLAN 18:t:-L @) 2~ ca..D PL»£ AN) C0NSTRl.rT 2" AC -SAN JOIIQIIN HIU..8 ROA& U ltct.OElffll SAN JON:IUINWll 11 ~ TVPICAL SECI IONS cr, 0 Cl 0 ·-a. >, ,... / > -9 f (/) C TX-1 i 8 <( 0 / 00 .cr, ~ 0 -0 -/ ~-1---1------------------1---4-----li-:::===---~-,=,,---l-------------------10 t==t==1==========================j===jt==~J:i:DESl'ilffiiGNEmo_SN--tnoiATRAf"""WN_::e:.:SN; CITY OF NEWPORT BEACH ~, 604 7,,; i CHECKED SH DATE09 13 1 PUBLICWCRKSDEPARTMENT SHEET 3 OF 18 -;; I I --------------- +95.81 66.43' RT SAthJOAQUIN HILL-s--tm 243.21 SAN JOAQUIN HILLS RD 00 SW, JOIN EXIST (243.69:t} --------- SAWCUT~ . ., . . " SAN JOAQUIN HILLS RD 00 SW, JOIN EXIST \\ . 8 .49 BCR 79. 19' RT .$AN. \JOAQUIN HILLS RD ~N EXIST CltG (~.99:t TC) 8 .03' RT AQUIN HILLS RD BEs·sw. JOIN EXIST (242.96:t TC) . 5+89. 4 81.10' RT\\ SAN JOAQUIN HILLS·•. 243.06 BOW RD RD RD IST 1' RT I ILLS RD BE SW, JOIN EXIST (2 3. 17:t) i • SAN JOAQUIN HILLS ROAD/ AVOCNXJ t>.. • N - EXIST 15" RCP 12· SE CUAB RETURN SCALE: 1 "•10' 11.45' 6' 4. • SHEWALK GALVANIZED STEEL ANGLE Pl.ATE PER STD-319-l #4 BAR O 12• {TYP) 2X MAX ---!....' -.,,. '. ,., I , #4 BARO 6" .(TYP) VAR EXIST TRANSITION STRUCTURE PARKWAY CULVERT DETAIL N.T.S. 10 0 2 17' i , TC 10 20 PAVEJENT STRUCTlRAl. SECTJ(»rl SEE Sl-£ET TX-1 30 ----·· -SC~LE: 1"=10' 1. 1. 'RT SAN JOAQUIN HILLS RI) 1 . ------------- SAN JOAQUfN KILLS RD 252.06 TC - +1 .4 7 41' RT . SAN JOAQUIN HlU.S RD BEG SW, .xlIN EXIST -(252.+.t) SAIICUT r·--: r--------........ --·. l ____ J ,--.• -"-----.·-·. --------" /"·-~--- ( \ \ . \ \ 5+97.60 ECR SAN JOAQUIN HILLS 61.84' RT ''-.. '\, \ ' ' Qt. ·-··-·:;n:---•. -~ -,, ·:r:;_. µ, :• ' --, • ., -·• ='' SAN JOAQUIN HI SW CUN REluAN SCAIF· 1"•10' \ PARKWAY CULVERT PLAN VIEW SAWCUT • T 1lf,D SW, JOIN EXIST . . _/·"~-- >---r:',-.. .. . 71' LT EDISO'I 11 9+30.82 8" CF 252.85 TC 252.18 FL 9+34.75 o• CF 252.42 TC 252.42 FL 9+37.74 0 CF 252.63 TC 252.63 FL GUTTER LIP 9+43.01 8 CF 253.75 T 253.08 F LINE/CURVE DATA TABLE I«). SEARING/DELTA RADIUS LENGTH @ 99'06'47" 15.00' 25.95' {5) 86'15•52• 25.00' 37.64' CON iTRUCTION OTES 3 REllffiE EXISTING CURB RAMP 5 ABIOVE EXISTING PARKWAY CU..VERT 11 ADJUST TO GRADE BY SCE TANGENT DESCRIPTION 17.60' CURB RElUlN 23.42' CLffl3 RElUlN 15 CCHiTRUCT PCC CURB RAMP (CASE H) PER CITY Of NEWPORT BEAOt STD PLAN 181-L-B CCHiTRUCT PCC CURB RAMP {CASE H MOO) PER DETAIL ON SHEET C0-1 CCHiTRUCT LOCAL DEPRESSION PER CITY Of NEWPORT BEAOt STD PLAN 304-L • 5+87.17 8 CF 243. 14 TC 242.47 FL 5+86.66 66.38' RT 8" CF 243. 13 TC 242.46 FL 5+83.38 71.40' RT o• CF 242.39 TC 242.39 FL GUTTER LIP 5+83.55 82.03' RT 8" CF (242.99:t) TC (242.32:t) FL JOIN EXIST Clr.G 9' 8.3JX MAX 12. 18' RETAINING CURB (H-tr MAX) E 0 r--u:, 0 ~ 0 'r' 0 u I ~ CJJ -- 0 +' __ ;:__ \\ SAN JOAQUIN HI I se+.nM @. o ---J NTS --1 •• .. ' " ' \ pee CURI RAMP (CASE H) DE IAIL @ N.T.S. PCC CURB RAMP ~EH MOD} DETAIL @ ,!!j > ·o PUN PRP'MID 111! CDN9UI..TIMB Jilt,,,ANNfN9 ■ OC&UllN -■ DONIITJllUQ'tlON 1'17211.11.TON.,_ ... y ----14M7.USD5 FM "'9A12.8l22 ■ --.JIP.com DAlE: 09/13/13 REVISIONS NO. -DIICRIPTION MN JQ\QIIIN 1«.1.8 RDAD IMI ROIIE$ENl'S SAN JOAQUIN NLLS ROAD CONSTRUCTION DETAI S ~ <fl C: C0-1 t ~ u ~ N ~ t--+--+-----------------+---+-----lt==:;;----,-;;;=;---;------------..,-:--;---:----12 J----+---1-----------------+---IDESIGNEIJ SN ORA\ffl SN CITY OF NEWPORT BEACH ~ -604 7-f -.g ,.___________ 0. 1---t----lf------------------1---+----1CIIECKED SH DAlE09 13 1 PlB.ICWORKSDEPARTMENT SHEET 4 Of 18 ± --- , h -+- ---- 4+8!f70 1.78' LT 4+89.69 4.43' RT ----------- t..J 5+77 .00 RT \\ \\ ' \ ~ \ SAWCUT ..q- .. .LD. .. l ~ ,~-------- ~"= ~ HLt Wrf·,--A'~'· a+94,. SAWCUT \ \\ • ' \\ 20 0 20 40 60 ------SCI\LE: 1 "=20' I L,.,l I SA11f JOAQUIN Hii.LS ROAO t w R-3,986' R-3,970' SAN JOAQUIN Hl··l S ROAD --------------- SAWCUT SAWCUT 9+16.69 ' ' R/W PAVEMENT LEGEND ~ CONSTRUCT 6• AC OVER 12• AB h'..)?d 2· COLD PLANE ANO CONSTRUCT 2" AC k((j/] CONCRETE -PAVEMENT REMOVAL 1111 COLORED STAMPED CONCRETE lBLVO . • ---;-... •;· - 1 10+00 145+ 3.40 MAC 14.5a' RT .... ---1- 9+ 6.68 5. 6 LT 9+116.68, 0.:15' LT I IN HILLS RO 58.85' LT 1 BL.VD ,BLVD 61.172' LT' 0 0 + s;f- -tj- 0 -------- 143+75.67 MA 10.18' RT 14.28' ! RT g I & I QO 0, N QO "' C "O 0 a / > i (I) C RP-11 / ---------.. ---------------------------------------------------------------------------~ R E V I S I O N S Ml J011it111NtlU.SRICW) 111 Ra'JBENr& u ■ • CDNIIUI.TINB "I-AN1'1tt+«III ■ oca1aN • CONIITRUCTfON _..._ __ IMEi CAt.F<fft{, HI■ lllD ..aA1US05 FAX~ • --.AIP.oom OA1E: 09/13/13 DE8CRll'TIOII -1 REDIICED EXISllNG MEDIAN NOSE ON Ml<CARMJR 08/13/1,2 SAN JOAQUIN 1-11.1.8 ROAD REMOVAUNEW PAVEMENT PLAN i N ~ 1---l-----,f--~~--------------------+---+------,t;;;:;:;;;;;;:;:;---,;;,;-;;;;;----j-------------------,-----:-----:--1.3 l-----+--1---------------+----+------tllESIGNEI) SN DRAWN SN CITY OF NEWPORT BEACH ¥. • 6047 ..,~ .g -------+--------t----:--:::----::--:::-1 a, ll--'--l--+---------------1----+-----1CHEO<EO SH DATE09 13 1 PUllllCWORKSDEPARTMENT SHEET 5 Of 18 ± . . --•, ---·-----~~--~; ' ' ' -+·---+-t-+~l--+--1--f---j----i'·---~-+ + I" -· 1 -- t-+~1--+-..c+ ---+---"7""·_··-+, j l I . ~•si=-•--"·-----+-------.1--------·-•·;->--•.,---~---------~-------+--~--+-+-----+---1----~--+-------~----+-,-+--,---+----'--'-+--+""-+--+-,--+-1--+--"1'-+--l-+-~ __.,!... ---------~-...... ---~····-··--··+-·-····· .. •~-+-f--!--1--~: ---i-----~ :---+ ---t- i --+-1--+--+-···•-----l----_r _____ ,...• -1--+-- ! "r,-c-t--l····+-·T • ·l--+-f--i"·-• ' ----+---- ' • ·-t ----t-----· - l ___ _J_ ----r ---,,. -1---l j I ------+ +--+--1--+-_ _.,._ --' ---________ , ____ --- --f-~"e·-+----f---+--<--+--+ -~---·~----+-----------1--- - - _____ ___.__ -----------·----~ . 1 --!- ' I , ... ,. -·· ·· •·----········-----+--,----··-··-: --71 -,__--,--+--1----+-~----1--+-~·~l-+-l--i~-l-i'51,.-'-1--ti:llc'-i-t::a---------+~----•-··+··· 248 246 244 246 244 242 L -___ , ---+--- -----------------'----'--i+ . ' - - i--t-----1 ·-· -· i • .,-: l~:t·+-+:'. . -----~---~~ --- _J _____ J ___ - ~---+-----+---4 • ' ----~-- . ' + -----• -· 1 ··---·-:--t-·+t1--j--J;:;-'---!el;;r~i:t-t;..t:t;J.PF-rr-'~ t ~ +·· , i I ' ' ' --:---+---1--1--+---i--+--t-+· ---: • ---+---· -4-- 1 • I I " , I --1 ' i .[. .. -----+--------- i I ! ! I : l-~--1-----~--J-i-----~--.. ',----,1-...,'~+---+--+.,--, -'------l-----,-- 1 • L-------+---+--+---+-1--+--;-~--+-+--'-+-+--+-¼--+--~-+---i-~-+-+--+-+····+-+-·1--·L-- ,..__~_,_-+--+-···· LJ {-I ,.. 1--+-t--~-+--·+I -+--·+ + ' ( _ i I _ __ j__J_ __ I I I I ~--~-* .. -~--~-r-_______ .;....._..1,__.;,._+--l--'---'--+--,_,_ __ ""'-_,,;-~--+---------C.-ad..-,.j_..,__--1_.i...__._.;.__;__.._,._c,.. . .i.,. • ....;--"-+-+, 4+oQ 6+00 ' S+ti2.99 PCC 11.16' LT- -~;;_l,l;DIN'f'ffiRIGATION t ~1<g, 00 MAINTAIN LAl'OSCAPING. LANDSCAPING SHALL IE REPAIRED-PER CITY PUBLIC WORKS INSPECTOR DIRECTIOil 5+92.59 -------------- 40 \ 0 ' ' 40 7+00 -1 1 4 \_SEE SHT CD-1 80 120 8+00 7 9+00 10+00 I ,1 f- + 3. 1.6 EC , 11.16 · Li ____ , --H>+w.oo I IN HILLS RO --~~..JL R/W PLANNfMfl ■ Dlt&taN ■ CCIN111"RUCTION • • • C'DNBULTINl!I _.._ __ fME, CAI.F<lllf; 1211 iOD -.masos PAX N1A7t:8a • _..com ~ lat' , I I I ' ' I I ! ii ' NO, 1 .-1------ -RMK 1-- -'1········ .. ·'"··· -{ I -+ ---r--'------: I ... ,_j_ i284, _____ _,_ -----~-,--- ---t----- -+-- ----" ;-___ ; -.j ·i2521 ! i I -------! --+- ----t ------+ I -+--- -~----+--: I -~-----r __ :__ • -+----·O-·-c·-__,___,_-• ~' : 1 =: 1- =r:' i ! : ----~---• • • •• • --c----+--., ("' ------,----• ; 1 i -r - ' ··•·-···l·· ·-+ I 1 +·-··t-···-! -___ t ___ lm ···!248i '244 ' ' 1"=40' HCRIZOOAL 1"=4' VERTICAL REVISIONS Ol■Cflll'TIOII REDUCED EXIS11NG MEDIAN NOSE ON MACAR'IHIJR 08 3/12 . LINE/CURVE DATA TABLE NO. BEARING/DEL TA RADIUS LENGTH TANGENT DESCRIPTION (1} 13•40•22· 4026.98' 960.98' 482.78' SAN JOAQUIN HILLS t @ 12"56'56" 4000.00' 904.00' 453,94' SAN JOAQUIN HILLS t © 04•34• 16" 3965.14' @ 15•21·os· 275.26' ('f) 04•58'56" 4038. 14' @ 1ao·oo·oo· 2.53' 00 N.34" 16' 15"W - lffil N51"56'31"E - . ffil N51"56'24"E - 180"31 ·21· 3.28' 10•01•25• 1200.00' ( t -179·32·2s•" 3,30·• .. 1 PROTECT IN PLACE 2 REMOVE EXISTING CURB le GUTTER 4 REMOVE EXISTING IEDIAN 7 REMOVE EXISTING TREE 316.34' 158.26' 74.23' 37 .34' 351.14' 175.68' 7.95' -- 2.86' -- 253.68' -- 749.31' - 10.32' -- 209.93' 105.24' V 10~35f -- s 12 CONSTRUCT PCC CURB (TYPE B, 8" ClRI) PER CITY CE" r£WPORT BEACH STD PLAN 182-L @ CONSTRUCT PCC C1cG (TYPE A, 8" CURB le 24" GUTTER) PER CITY CE" NEWP0Rt ~ STD PLAN 182-L @) REMOVE ANO REPL) Ar:£ CONCRETE RAMP (FOR LAl'OSCAPE MAINTENANCE IN KI l'V 8" C1cG 8" MEDIAN CURB 8" MEDIAN CURB MEDIAN NOSE 8" MEDIAN CURB MACAR~ t MACAR~ t MEDIAN NOSE AIIOCNXJ AVEN..E t -MEDIAN NOSE Ml JOIIIIQIIIN faL8 ROM> N ICO,Barr8 SAN JQtQUIN Hu.a RO"° PLAN AND PROFILE STA4•--TO STA 1+13.18 ST-1 E "' "' 0 a, 0 "' ,. "'O Q) "' i C "' .,, ~ -8 I I- "' ' ~ N 00 +' ::, 0 >. "' ..J > i CL .. C: 0 '-1- ~ u / 00 0, "' 00 0 ~ 0 ----1---~--li-------------------------1----,l,----lt::::===----r::==----t------------------,--,-,-,,-:--::---t.3 F---+--+------------------DESIGNED SN DRA~ SN CITYOFNEWPORTBEACH i-6047-~ .g --SCAii£: 1 "=40' a. CHECl<ED DATE SH 09 13 1 P\IIJC WORKS DEPARTMENT SHEET 8 Of 18 ::i' -.--- 5+00 ·'-'.,."", ---=~I :__ -+--- -1--- fr'+'~= =~=--~~::~ -: :':·-~ -1 --.-~ sq- -___ I.() ___ l. ---+ -- '\ ' f./"> !-Cf l ' l l \i l :/' ,.. 0 1\ --d\ -\-I • 1 t .) <I-" u: t::J Cl \ ;:i'_, \.- \ ' \ \ \ ' 20 0 20 40 60 ------ ---------- -- 8+00 , J --;;; J01411N HILLS ROAD (£ J ' +- I ---+-- --- ' I I I ,,__., L, .. ~, ---+-,_"c".'._.L ,, ,)-./-LI----:<). /! - l I l SI RUCTION NOTES 9 RELOCATE Slld:EI LIGHT PER STREET LIGHTING PLAN LT-1 10 AOJUST TO GRADE BY COY cae, INICATIONS 11 • ADJUST TO GRADE BY SCE ---/-10t-OO 0 0 + -.:t--.:t- 1 __ :_; q --1 - '7-, --•••/2.rL -I -----,;£>-,, /. \· ,--~ "'--' i., " •• ·-~ 0 ,_ E ~ 0 ..., ~ 0 0 I SAN JOAQUIN HIU.S ROAD CATV VAu..T 1 (2 EA) I}-' -t ~ t:, I ro ' ' R/W ! I UT-1 "' N (0 / It) ., +' 3-> i ., C: " ~ ----------------------------------,,------------------------------,r---------,----:.:.:IN:-JCMQl::::::91=:._::":,:':9:-:~:::::-lilM;:,;h;C;Jlifl;;Ef;::fflT·;S;"'. ---,~ PViN """'__, 8Y: R E V I S I O N S 0 PLAMN'fN■ ■ olEtinflN ■ CDN-afllUCTION --SM JOAQUIN IILL8 ROM) ~ a NM. DE8CRIPTION l1TIUTY Pl.AN 0 >1725 ..__ p- ~ 0 CONSULTING lMl!, OAI.F<INA. »17 ,,,.. ____ _ , ~¢ DAlt: 09/13/13 " l-~~---1---------------+--j--t;IJESKlNE;.:.;;;;iii:'io~-----rioriiRAiiii!,f,j~---r.==:-;-:;;:;;;:==;;:;;;;~;;:-:::;:TI[t:--.:-.71,/ioiA417:-:-:, ~ZI~ I--+-+-------------+--+-......._.... SN SN CITY OF NEWPORT BEACH ----:,-1 a. 1--1----l-----------------t---j----.CHECKED SH 0ATE09 13 1 PUBUCWORICSDEPARTMENT SHEET 7 Of 18 ±' MATCH LINE STA8+25.00-SEE SHEET TS-2 PROTECT IN PLACE EXIST 2"C, 1-48 SMF'O CASI.E, #10 GREEN WIRE 1. FOR EXTENSION OF SAN JOAQUIN HILLS ROAD, GEN::RAL NOTES, o:»-ISTRlCTION NOTES, SO£.OU..ES, SIGNS Atf) DETAILS, SEE SHEET TS-2. -- EXIST 2"C, 1-48 SMFO CABLE, #10 GREEN WIRE TO CONTROLLER CABINET AT SAN MIGlEL DRIVE (APPROX. 4,490' CL TO CL) ~- . co ml EXIST 2"C. ~ INSTALL NEW 3'-0LC EXIST 2"C, 1-48 SMF'O CAa.E, #10 GREEN WIRE ----------------"----------·- EXIST t12 • .s ~ EXIST 2"C, 2:-0LC, MW«lON_::J_C;;.:::SC-=C-----"'-c-+--- I I I 4 I I ' -L-+t-·, I If'~ I •1 • • I i i I I I I ' I I ' I I I J ~-; -.+-s I I. I I I I I I 18' id -.... 5 - I f 1t. 4 au J I I I . I --11j 11 ' 11' 11· ' i I ~ ~ I I ! ' 1EXIST IU-4 SIGN \ . <O C EXIST R73-5(CA). SIGN:ii:- 11 ;""· ' -<",..,., ...,__ -140+00 i I . . _ i ' <--.... L➔, :t~• 1 44+00 f , ..._. ! 1 45+ 0 ;'~7-0 lt1 -•---+-/ _.c.__:c.._41-1-I ~ \ ___ .,,.L ___ _ I / 8,·, ,1 ' I EX!ST' R73-5(CA~ SIGN I I -' i ' 1--I --- EXIST 2"C, 1-48 SMF'O CABLE TO CONTROLLER CABINET AT SAN MICUL DRIVE (APPROX. EXIST 2"C, 3-ot.C 1,080' 0. TO 0.) ~ • I I I I . N - . N - . <O - EXIST 2"C, 3'-0LC 20 0 20 40 60 - - --- I I I I SCALE: 1 "=20' I I I . ........ EXIST 2"C, 1-48 - SliFO CASI E. #10 GREEN WIRE ft-EXIST :C, .. J j i 2f0l.C i i / ' I l l ' ' ! ! I I 18' ' I ; I I I I i ' ' I ' 'I 1-- ' ' i I I I ' ! i I I i I I ' i I 12· 20' I SAN JOAQUIN HD AS ROAD l'I.M PRll'ARED IIY: • • • CQN IIUL1"1NG ..... NNtNCI • -01ta1GN • eowfflUCTtON -102&"'-TON-Y Ml:.~ 118 4Cll7 FAX 9il9.47Ztl22 • .... .an ~~.r::J DAlE: 09/13/13 NO. - PHASE DIAGRAM ( + l *~ I I I I ~----~ ♦ '/J1 '/)2 '/)3 '/)4 _) .....,.. ____ ...,.. ' ~ t '/)5 '/)6 '/)7 '/)8 EXIST 2"C, MT EXIST 3"C, 3'-0LC ' J * LEAD/LAG TRAFFIC SIGNAL OPERATION lH..ESS DIRECTED ------OTl£RWISE BY THE ENGINEER. 2-«.C EXIST 2"C, 3'-0LC - w ' __ ,. --·----.. -Tf' .. -,..~ ··------·7t--····--····------1 ; ~. ----~------/ <.:-'-= _!9--· .-,-"~--· --1-· ---:--,::,~_'' f---t·· ~--- ' EXIST 3"C, MT I .. --i----- ' ' ! I <O 410' TO\ • x-WAlK 49+00-- ------BOULEV'YtD /1------ EXIST tl1,tl6 EVP , . -------I : EXIST 2·c. 2 '#lO(t/rG) . 2 #12(IISNS) • ' ----------l--~---------H-->,, ______ ______ ,_J_:::.,,,,__ -·-+---- ~ .. -·•"" ---~--,¢-" • I EXIST 2 C, 1-6 , SMF'O CABLE , i #10 GREEN WI~ i EXIST 2.s·c. 3,S(SCE) I ' I vsp(SCE PP#4008160E) IMPORT ANT NOTICE SECTION 4216-4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFlCATION NUMBER BE iSSUEO 8£FORE A •pe:ftMlT TO EXCAVATE' 'MLL SE: VAUD FOR YOUR 010 ALERT fD NUMBER CALL UNOERGROUNO se::AVICS: ALEi:RT TOLL FREE 1-800-422-41:i<'ll TWO WORKJNG DAYS BEFORE YOU DtG. UNDERGROUND STRUCTURES ALL IN di,) V1IU1I$ GR S1RUC1UR£$ REP<111ED BY 1lE oa& OR 01HERS NI> 1HG$E SH01N 0-H R£COll'I$ ~ ME IIICAB 111H 1tD. U I IW;1'£ uxa• Atll> Emlff. lHE a.ER BY .MX1P1M TltEllf;f'IAISQk-°"111111PROiE11£111'-1Hfl1E111AaES10-UMIIU1Y-10 H(IJ) Uktl b jWM£SS FUR llff DAltAa£S REU:.lltG FRClf 1Hl DiSW <F t.WRClRClMD U11U11ES Qt S1MIClUllS NOT_IE'CR'D 'fU 1HE dMIE D NOT IDCATID at 1t£ P\l:IJC RECUIOS EXM1NED: H -IS-1IITMCE01£--10PRll1El:TlltE1111U11!$1lR- SHOIR Nm MY ODER \fflJ1IES OR S1RUC1URES F0.11) -AT 1HE. 91E. rr sth\U. E 11£ CXll1RMm:IR"S .& a rry 'Rt N01'FY 1HE OINRS OF' 1ME U1IJ1IES DR S1'RUC1URES C.GJ:1 a --STAR11NG ... ♦ I I I I t TS-1 REVISIONS APPROVAL RECOMMENDED MNJOMJ!NHU.SRCW> NPROIIBEtffB lrE8CRIPTION OlY TRAFFIC ENGINEER RCE No. 45521 IMCMTIUI .. Jll 111.1.$ RD .. 1R -.._ II • n:JN PLAN "' w t; - E 0 ~ "' 9 (I) ,__ ~ N ;;9- 0 C: 0, (I) ,/ > 0 i U/ C 0 I.. ,__ t--+---+-------------------l---,l---'-lf.:OA::::lE::=:=---,r,;;.=:----11--------------.----------1~ t----l--+--------------+-.;.__+--t..DESI_GNED __ cr..._0_RA_WN_...:G-'--T _. CITY OF NEWPORT BEACH i--:-.f.-_6-=0,...4_7...:'7_-1X l---4--+----------------!e----4----ICHECKED CGM OA'IE:09 13 1 PUBLIC WORKS DEPARTMENT SHEET 8 OF 16 ± ·coNOUCTOR SCHEDULE AWG PHASE CIRCUIT A\ /1\ ~ /)\ 2,5,2P,8PPB POLE 1 3 7;8.8P,2PPB,8BP8 POLE 2 csc '4-,7,4P POLE 3 2PPB POLE 4 1,2.2P,4PPB POLE 5 1,2,6,6P,4PPB POLE 6 Yt V, Vi 6PPB POLE 7 Y-Y-Y- 3,,4.,4P,'4-BPB POLE 8 V, V, V, V, 12 3,8,SP ,6PPB POLE 9 Yt V, csc 5,6,6P,8PPB,6BPB POLE 10 1/, 1/, TOTAL CABLCr 3 CONOUCT./12 CONDUCT. Vt I½ ¾ ¾ NO. 12 IISNS 2 2 2 NO. 10 LIGHTING 2 2 2 2 DET. 161 LOOP DETECTOR 2 LOOP f)2 LOOP DETECTOR f)3 LOOP DETECTOR CABLE f)4 LOOP DETECTOR •5 •5 •5 &5 2 #14 f)5 LOOP DETECTOR 2 2 2 TYPE II f)6 LOOP DETECTOR 5 5 LOOP f)7 LOOP DETECTOR •3 •3 •2 ~ f)8 LOOP DETECTOR WIRE toTAL DLC 8 10 14 14 EMERGENCY VEHICLE DETECTOR CABLE 1 2 2 CCTV CAMERA CABLE(VIDEO/DATA/POWER) SIZE 3• 3• 3• 3• CONDUIT PERCENT FILL 17 31 54 54 ■ REUSE EXISTING CONDUIT le C(N)UCTORS UNLESS NOTED: (•)=NEW {.A.) = ABANDON CSC = CONJUCTOR SIGNAL CABLE GTtl NOi EB (THIS I J ,I->,. ~ '" % % •5 •5 •3 •3 8 8 •4• •4• 5 5 /'A i ,_,/ t Vi :1/1 1/, k Y- Y'i ¾ i½ 1/.: iyt vt V, ~ 'Ya 2 2 2 2 2 6 6 1 •5 2 5 •3 3 6 27 1 4 1 3• z-;f 25 52 .~~ ✓, ~ :;.-1 1/.: ½ ½ Y- Y, V, V, ¾ 2 6 1 •5 2 5 •3 3 27 4 1 .. ., 51 EXIST 2•c. 1-48 Sl.fO CABLE AND #101 GREEN WIRE TO CONTRCliER CABINET AT SANTA ROSA DR'~ \IE (APPROX. 1 ,600' CL TO q_) ----- • CT IN PLACE 2.5"c, 1 ◄ SMF'O , #10 GREEN WIRE -I--'" " ll'ROIECT IN PLACE ¢,(IST 2"C, 1-48 SMF'O ¢ABLE, #10 GREEN WIRE ' 14 1. ALL ITEMS TO BE FURNISHED AND ALL WORK TO BE DONE SHALL CCll'FORM TO Tl'E Tl£ REQU!80£NTS OF: THE CITY OF NEWPORT BEACH STANDARD DRAWING AND SPECIAL PROVISIONS, LATEST EDITION; Tl£ STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION (CALTRANS) 2010 STANDARD PLANS Al'O SPECIFICATIOIS, 2010 CALIFORNIA MAflA./AL ON UNIFORM TRAFFIC CONTROL DEVICES AND Tl£ SPECIAL PROVISIONS. t+;:-, EXIST 2"C. ~ INSTALL NEW 3--0LC 2. UTILITIES SHOWN ON Tl'ESE PLANS ARE CCRRECT AND ACCl.mTE TO Tl£ EXTENT OF AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL KNOWN SUBSTRUCTURES PRIOR TO DOING WORK THAT MAY DAMAGE OR INTERFERE WITH SUCH FACILITIES ("UNDERGROUND SERVICE ALERT" AT (800) 422-4133). 3. Tl£ CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL AFFECTED AGENCIES AND UTILITY eot.f'ANIES A MINIMUM OF 48 1-fOlRi PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE ALL PHASES OF CONSTRUCTION WITH ALL AFFECTED AGENCIES AND UTILITY COIPANIES. 4. Tl£ ENGINEER SHALL APPROVE Tl'E EXACT LOCATION OF ALL NEW PU.L BOXES, COIOJITS, DETECTOR LOOPS, POLES, TRAFFIC SIGNAL EQUIPMENT AND A~TENANCES. 5. ALL NEW PULL BOXES SHALL BE NO. 6, UNLESS NOTED OTl£RWISE. 6. NEW PRESENCE DETECTOR LOOPS SHALL BE 6' DIAMETER (MODIFIED TYPE "E•). NEW DETECTOR LOOPS SHALL BE 6' DIAMETER (TYPE "E") WITH 10' SPACING IN THE DIRECTION OF TRAVEL. DETECTOR LOOPS SHALL BE PLACED BEHiflO CROSSWALK OR LIMIT LINE, UNLESS NOTED OTl£RWISE. NECESSARY STRIPING SHALL BE LOCATED PRIOR TO POSITIONING DETECTORS LOOPS. LOOPS SHALL BE SEALED WITH HOT MELT SEALANT. II). EXIST 2"C. INSTALL NEW 3-a.c 7. n-E CONTRACTOR SHALL NOTIFY Tl'E ENGINEER AT LEAST 48 HOlR> IN N>VANCE OF ELECTRICAL WORK AND PRIOR TO REQUIRED INSPECTIONS. 8. NEW PULL BOXES SHALL NOT BE LOCATED IN OR WITHIN 1' OF ANY CURB ACCESS RAMP OR OIUVEWAY. 9. NEW VEHICLE !'EADS SHALL BE 12" LED TYPE. (SEE SPECIAL PROVISIONS) 10. NEW PEDESTRIAN IK>ICATORS SHALL BE COLMOOWN L.E.D. MOOU..E TYPE. (SEE SPECIAL PROVISIONS) IMPORTANT NOTICE UNDERGROUND STRUCruRas SECTION 4216-4217 OF THE GOVERNMENT CODE REQUIRES A 010 ALERT IDENTIF'ICATION NUMBER BE ISSUED BEFORE A 'P'ERMIT TO EXCAVATE' WILL BE VALID F"OR YOUR 010 ALERT 10 NUMBER CALL UNDER.G.R:O'UND SERVICE AL.ERT TOLL FREE 1-B00-422-4133 TWO WORKING DAYS BEFORE YOU DIG. ALL IIHDllllK1PD U1V11S (It ·S'1IUCUIES tlEPCRfB) fff. 1£ O!NR flt RECCIROS maD 11£ NDICA1Bt W1H Hll A 11 flt tOC'lrlD AND 1HESE PLANS 0A M+ifiN AU NOEtl1S-PURIIMT lHEIIE10 HO.I) IIJL I B. IW11fl£$S mt //HY DNitAGES :ftEIILllfiG FJI;■: 11£ OR S1RUCUIES. NOT ~ 10 H tN .SU :SI. ·NDT INl'ICAD (II -1$.IEIIMIDlOTMtDIIE~-10 --RIYCIIHEIIWJ1ESOR /WIIIIATlHESllE ri£SP ,_J'N TO NOTf'Y 1tE OIIIE1lS CF 'D£ . GR .S'IRUCUES M011m-GIIH , U -IIY -!11111 111---10 CF. ill►+alh.UII) U1U115 ___ ,.. --.... _ SM1.fJE111E----- l I I I I I .· JOAQUIN I-IQ IS ROAD -I / \-'.t '--,,, \ 1 i 15 00 .... • i ' 0 0) + 0 0 '--./ + 0 0 co + 0 0 \ 1 I I I \ \" /v ,' .?/ .. , V • L \ 1 ... ... -POLE SCHEDULE POLE DATA SIGNAL ARM H.P.S.V. LUM SIGNAL MOUNTING PED PUSH BUTTON No TYPE HEIGHT MA F DIST MA WATTS \'EH MA PED PHASE ARROW 1 29-5-80 30' 60' 20' /15 15' 200 SV-1-T 3-MAS SP~1-T 8 -2 15 30' - - 15' 200 SV 2-T -SP-1-T 2/8(b) -1-3 ~1-5-100 30' •eo· 25'/12 •15• •200 "SV-1-T "3-MAS • SP-1-T --© •ppa POST --------•2 -15 15 30' --15' 200 SV-2-T -SP-1-T • -6 29-5-80 30' 60' 20'/15 15' 200 i.',:l-:+ 3-MAS SP-1-T 4 -7 •ppB POST --------•e -8 •15TS 30' --15' ·200 ·sv-2-T -• SP'-1-T •,4.{b) -9 24-4-70 30' 35• 12' 15' 200 SV-1-T 2-MAS SP~1-T 6 -I ic~ 15 30' --15' 200 SV 2-T -SP-1-T 8/6(b) -1-a ALL EQUIPMENT EXISTING UNLESS NOTED: (•) • NEW A P011-IOLE MAST ARM POLE LOCATIONS PRIOR TO RELOCATING / ORDERING POLES. (b) BICYCLE PUSH BUTTON * IISNS SHALL BE LE.D. PER SPECIAL PROVISIONS. ikJN NOTES (THIS IIEE1) &--EXISTING ECOl«l.ITE ATC/2070 CONTROLLER IN A TYPE 332 CABif£T WITH BATTERY BACK-1.J' SYSTEM WITH EXTERNAL CABif£T, CCTV EQUIPt,ENT. MODIFY, AS REQUIRED FOR NEW DETECTION SHOWN. W--EXISTING 120V/2'4-0V TYPE II I-BF SERVICE. PROTECT IN PLACE. II}-REMOVE AND SALVAGE EXISTING POLE AND EQUIFIENT ca.f'LETE. REMOVE FCXH>ATION. II}-REPLACE EXISTING PULL BOX WITH NEW No.6 PULL BOX. PROTECT IN PLACE EXISTING CCNlUCTORS AND/<Yf. FIBER OPTIC CABLE. ~REMOVE AND SALVAGE EXISTING POLE AND EQUIPIEHT CCM'I..ETE. REMOVE FOUNDATION. II}-F'I.RNISH AND INSTAU. SIGN ON MAST ARM AS l'«JTED. II]-F'I.RNISH AND INSTALL NEW 3M OPT!~ BERGENcY VEHICLE PRE-EMPTION DETECTOR UNIT (#722) ON SIGNAL MAST ARM USING PEI.CO ASTRO MINJ-BRAC. SEE SPECIAL PROVISIONS. (!}-REMOVE AND SALVAGE EXISTING PEDESTRIAN PUSH BUTTON FRCl1 EXISTING SIGN POLE. PATOi l-0.ES IN POLE PER SATISFACTIIJ'l Of ENGINEER IN Tl£ FIELD. [TI-EXISTING DETECT<Yf. LOOP CABLE SHALL flE USED AS PU.L-ROPE TO INSTALL NEW OEIECfOR LOOP CAB..E. §}-INSTALL MCDIFIED TYPE E LOOP. SEE SPECIAL PROVlSIONS. [!D--INSTALL NEW PW.. 80X (TYPE AS NOTED ON PLAN). §]--FURNISH AND INSTAU. NEJ 1.5" C(N)UJT. PUJ.. WT EXISTING ffPPB 3 CSC F'RCJ,I EXISTING C(HJUIT RIM~AND REPU..L INTO NEW COWJIT. @}-REMOVE AND SALVAGE EXISTING PEDESTRIAN PUSH BUTTON FRCl1 EXISTING SIGN POLE. PROTECT POLE AND SIGNS IN PLACE. PATCH HOLES IN POLE PER SATISFACTION OF ENGINEER IN Tl£ FIELD. PULL BACK EXISTING 3 CSC AND TERMINATE IN 1£AREST PU.L SOX. ~ INSTALL l'£W 2"C POLE QUAD s W/S - w N N E Ii\ N E S/E "°"POLE LOCATION TYPE A IISNS A B (DOUBLE FACE) EXIST EXIST San Joaquin Hrtls EXIST EXIST 6.5' 3' • MacArthur * 9.5' · 6.5' - EXIST EXIST - EXIST EXIST San Joaquin Hills lJ 5• " 3• -3' 3' - EXIST EXIST MacArthur . EXIST EXIST *"le SEE CAL iRANS STD. ES-'4-C NO LJ TURN R73--6(CA) (SPEClAL) R73-5(CA) (EXISTING) R3-4 (EXISTING) E 0 gi en " -0 "' g I (f) I-I OJ ~ MATCH LINE STA 8+25.00-SEE II IEE I TS-1 20 0 20 40 60 ------SCALE: 1 "=20' PLAN l'REPMl!D Im Otatatil • CQM■TAUCTIDN REVISIONS TS-2 APPROVAL RECOMMENDED SAN'M01•HU8wt.U RO'c1!fENTS -0 ~ "' C 0 L I- ~ u IIQ. -o■•CRIPT1011 --MACM1111taVD11AN~tH11SRD ~ . . . . _:.,,-;::::-w.: CITY lRAFFIC OONEER lfiB&C.U. ~ CGNSULTINIII ---• -·-RCE No. 45521 TRAFFICSlcaNM.MOIIFICATICIIPLAN .:;, f:.v7At. ?It..,,.,::) DA1E: 09/13/]3 ~==1===~============================~===1====.:~:1E:ONE:D===cr::0R:AWN===G=T~1-Cl1Y--OF--N-EWPORT---.-BEACH--. -. --,-..,,R. __ ...,6_0_4_7-,f-'-I{ ------------------------------------i---------------.a..--------...1--------------------;... .... -L ...... -.. ~ --1..1--_-_--'""i..1--_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-LI-_-_-_---J..1--~-_--~CH-ECt<£1l_...,:CGM;;;::,i1,.D .. Alt..::0~9'-1!,;i3~1 L.;P\B.IC:.;.· ==-WORKS:.:'.::.::::::.:08:D::.:M;;:.:.:·•:.::MEl:'.::;:NT:,:_.1..SHEE_T..:9L_Of....J1~-; GENERAL NOTES: 1. ALL WORK SHALL BE COltPI..ETED IN ACCORDANCE WITH Tl£ SPECIAL PROVISIONS, Tl,£ PRO.£CT PLANS, Tl£ CITY'S STANDARD SPECIAL PROVISIONS ANO STAt«>ARD DRAWINGS F"OR PU3L.IC WORKS CONSTRIX:TION (LATEST EDITION) ANO Tl£ STAN>ARD SF'ECIF"ICATIONS F"OR PU3L.IC WORKS CONSTRUCTION (LATEST CITY-ADOPTED EDITICfl) INCLl.l)ING LATEST Slffl...EMENTS. 2. ALL ELECTRICAL WORK SHALL COltPI..Y WITH Tl£ LATEST AIENlED EDITIOI OF" Tl£ NATIONAL ELECTRICAL CODE, ALL STATE ANO LOCAL COOES. 3. ALL COOJITS, lN..ESS OTl£RWISE SHOWN, SHALL BE LOCATED IN ACCXRW«:E WITH CITY STOOARO PLAN STD-101-L. COIIOUITS SHALL BE INSTALLED BY BORING IETHODS AS APPROVED BY TI£ ENGINEER. 4. SPLICES SHALL BE MADE IN PULL BOXES BY l.£ANS OF" DO-TO-OO CRIIII" TYPE CON£CTORS PER CITY STANDARD PLAN STD-204-L, ST0-205-L, ANO TIS STA-t<CJtl C-T~. 20-8 OR EQUAL. MULTIPLE WIRE SPLICES SHALL CONFlJRM TO TIB MfG. SPECIF"ICATIONS. 5. CON:lUIT ENlS SHALL BE SEALED WITH DUCTSEAL OR APPROVED EQUAL. 6. PULL BOXES SHALL BE NO. ~ F" (EISEL) lN..ESS OTl£RWISE NJTED. INSTALLATION CF aox AS REQUIRED PER CITY-STAN'.lARO PLAN ST0-205-L. 7. EXISTING SIGN(S) SHALL BE RELOCATED F'ROM EXISTING SIREEI LIGHT STANDARDS TO NEW SlREEI LIGH't STNVARDS OR POSTS.,__l!!!-ESS OTl£RWISE NOTED, USING 1£1' CITY APPROVED STAINLESS STEEL BOOS ANO wur,_INGS, AS DIRECTED BY TI£ ENGil'EER .. IF" NECESSARY, TEMPORARY STREET NAIE SIGNS ARE TO BE INSTALLED BY THE CONTRACTOR. 8. PROTECT EXISTING SURVEY MARKINGS IN PLACES AS OIRECTED BY TI£ ENGU£ER. 9. CONTRACTOR SHALL l'«>TIF"Y THE CITY ELECTRICIAN AT (949) 644-3011 ANO CITY IRRIGATION AT (949} 644-3082 AT LEAST F"ORTY-EIGHT (48} HOl.fiS IN NNANCE OF" 11ft ELECTRICAL WORK ANO PRIOR TO ANY REQUIRED INSPECTION. 10. WHERE SIDEWALK REPAIR IS REQUIRED RESULTING F"ROM CONTRACTOR'S CFERATIONS f"OR LIGHTING WORK INCLLOING UTILITY POTHOLING ANO BORING PITS, THE ENTIRE PANEL (TO THE NEAREST .xlINT) OF" SIDEWALK SHALL BE REPLACED ANO Tl£ COST CF SLOI WORK SHALL BE INCLLOED IN Tl£ BID PRICES F"OR LIGHTING WORK ANO NO ADDITIONAL COlft:NSATION WILL BE AI.LOWEO THEREF"OR. I'«> SIDEWALK PANEL REPLACEtENT SHALL BE 5"161 I ER THAN 5 F"EET WIDE. 11. ALL NECESSARY PAVING/LAN>SACPE REPAIRS TO RESTORE SURF"ACES TO MATCH AOJACENT AREAS SHALL BE INCLLOED IN THE BID PRICES FOR STREET LIGHTING WORK ANO I'«> ADDITIONAL COIFENSATION WILL BE ALLOWED THEREFOR. GRASS TO BE SOD. TRE:Neli:S RESU..TING IN PLACEMENT WIDTH OF" 5' OR LESS SHALL BE REll>VEl) TO EOOE OF" GUTTER OR PAVEMENT JOINT. ALL TRENCH PATCHING SHALL BE ACCOMPLISHED WITH EAO-t TRACT WITHIN 5 DAYS OF" COMPLETION OF" WORK WITHIN THAT TRACT. TREN:HING SHALL CN..Y BE Al.LOWED IF" APPROVED BY THE CI TY . 12. ALL EXISTING SUBSTRUCTURES SHOWN ON PLANS ARE BASED ON AVAILABLE REaR>S. IT IS Tl£ CONTRACTOR'S RESPONSIBILITY TO CONTRACT lN:lERGROUN) SERVICE ALERT F"~ ACOJW::f ANO COMPLETENESS OF" ALL SUBSTRUCT\.AES. 13. CIRCUIT •A• CCHlUCTORS SHALL BE BU£ ANO YELLOW CIRCUIT "B" CCHlUCTORS SHALL BE BLACK ANO RED CIRCUIT •c• CCHlUCTORS SHALL BE PlRPLE ANO LT. BU£ CIRCUIT "D" CQIIOUCTORS SHALL BE BLUE A~ LT. RED CIRCUIT "E" CCHlUCTORS SHALL BE BLACK ANO YELLOW CIRCUIT "F"' CQIIOUCTORS SHALL BE BLUE A~ RED CIRCUIT "G" CQIIOUCTORS SHALL BE BROWN ANO LT. BLUE CIRCUIT "H" CQIIOUCTORS SHALL BE BROWN ANO RED CIRCUIT"!" CCHlUCTORS SHALL BE PI.RPLE AND ORANGE CIRCUIT "J" CON:lUCTORS SHALL BE BLACK ANO LT. RED CIRCUIT "K" CIHlUCTORS SHALL BE PlRPLE ANO YELLOW 14. CONTRACTOR MAINTENANCE OF" CIRCUITS -UPON ~ OF WORK, CONTRACTOR SHALL MAINTAIN EXISTING CIRCUITS AND SHALL REPAIR/REPLACE ANY OAMAGED EQUI~ WITHIN 24 HOURS. 15. CONTRACTOR SHALL SlalIT AND COltPI..Y WITH A "SCHEDU..E OF" WIH<". PLAN IN>ICATING THE WORK SOEDULE ANO LOCATIONS OF" WORK fOR THE ENTIRE PR().£CT. ANY REVISIONS TO Tl£ SCHEDULE SHALL BE SlalITTED TO THE CITY FOR APPROVAL. 5 DAYS PRIOR TO COMIENCEMENT OF WORK. 16. ALL EXISTING POLES AND ECUIPIENT l'«>T SHOWN ON PLANS F"OR REUSE. SHALL BE DELIVERED TO Tl£ CITY YARD AT CONTRACTOR'S EXPENSE. AS DIRECTED BY THE ENGINEER. 17. CONTRACTOR'S STAFF SHALL HAVE "CALIFORNIA ELECTRICIAN CERTIF"lCATION" AND BE IN POSSESS I ON AT ALL T IIES. 18. ALL 00119 E F1JSEHOLOERS SHALL BE TRON #I-EX-AA AS PER ere STD-205-L AND INSTALLED F"OR EACH LAIi> ON THE CIRCUIT. THERE IS I'«> I\CCEPIABL.E SU3STITUTE. 19. ALL EXISTING UTILITIES, LANDSCAPING, IRRIGATION, DECORATIVE ~~ PAYERS SHALL BE PROTECTED IN PLACE. ANY WORK WHICH AF"F"ECTS THESE I,.,_ SHALL BE REPLACED PER CITY REQUIREMENTS. 20. PRIOR TO COMIENCING ANY WORK, CONTRACTOR SHALL HAVE ALL MATERIAL SLatITTALS ACCEPIED ANO APPROVED BY Tl£ ENGINEER. 21. CONTRACTOR SHALL Fl.fflISH AND INSTALL PROJECT ADVISORY SIGNS PER CITY REQUIREIENTS. EXACT LOCATION OF SIGNS SHALL BE DETERMINED BY Tl£ DGINEER. 40 20 0 40 80 NOTES: l~l AB,9ID,I CCNJtJtT. REMOVE OMlUCTCJIS. e) INSTALL CIMlUlT INTO EXISTING PLU.. BOX. ~ CXN£CT 1£1' AND EXISTING 0Kll.JIT. ~ SPLICE tD TO EXISTING COWCTORS. IT) RELOCATE EXISTING TYPE II SIREEI LIGH!T STANDARD (AIIEQ!I CAT. N>. 61!11-'-31-fl D1ULE ARM), AND 16,0QO Lu.£N, 240 VCI.T LED LIJIHNAIRE WITH Sl«ffl'ING CAP. TO LOCATION SHOWN .. INSTALL STAl!DARO ON 1£1' FCAH>ATICfl PER ere ST0-201-L. Jt,ISTALL NEW. 1" PVC CCIOJIT .,,.,, WIRING FlUt POLE litASE TO ADJACENT PLU.. BOX PER 0e ST0-204-L A11D STD-200--L. f.lEll.)VE AND DISPOSE OF" EXISTING .TYPE lI F"CI..NlATION. RESTa!E SURF"ACE (N.1.. PANELS) TO tMTCH ADJACENT NfE.AS AS DIRECTED BY n£ ENSil'EER. I ' ',j ~·--w I L.,J \ \ \ \ PUN PREP,,,_ lffl JaL.At\fN'll'ifa • HtitaN ,. caNll't'RUirtU::iN _AL_P_ • -■ ■ ME, CM.FCINA HI■ JOl7 120 C0N8UI.TINGI -,._.._ • -- LEGEND: (',r-o---u EXISTING DOlB.E ARM TYPE II SIREEI LIGHT STAN:lARO 0---0 RELOCATED 0018 E ·ARM TYPE II SIREEI LIGHT STAK>ARO n--.. EXISTING/l'IIU'OSED TRAFF"IC SIGNAL LIMINAIRE c:i EXISTING PI..U. 80X EXISTING 1-1/4" PVC CCNXJIT ANO CON:lUCTORS TO REMAIN --•--PRO'OSl:.O :,O£DU..E 40 PVC CONlUIT ANO CQIIOUCTORS PER CITY SPECifICATIONS STt<EE. I LIGHT NJ&R lr ~,:::.c:::;C=.Llc .==j _______ i,,_ t,.';=;==-,, ,•-~c:--= -•tv-. l' i I~ Ii I Ii' I I 11 l . MACARTHUR BOULEVARD lr REVISIONS 8ANJOAQl .. 111.L8Rlr:MnM A08Bff8 DS.CIUPTIC>N -U8&11 • PLAN SAN JC»GRN HILLS ROAD c,, ,. "U ~ 8 I .... J I a:, 0, <N a:, c,, C ..., .c "" ·-J -0 0 ·-'-..., 0 ' ., -w > -9 .. ll.. "' C LT-1 0 '-.... _,, 8 <( (.) a:, en ~ 0 ~ 0 ~ ---~7ilit~ OA'IE: 09/13/13 l--+--+-----------------4--+--+.;;;:;;;;;.;;:;;---,-=;.;;----a------------=--=-------r-=---=-:-:'.:::--;---12 1---1---1---------------+---+--iDCSIGNED~---.J>--+DR~A=-YIN--.,,-t CITY OF NEWPORT BEACH i-6047-~ .g ---SCALE: 1 • =40 ' ~ .....---:-:::----:c-=---i a. t---,1---t---------------t----r---1CHEO<ED cow DATE09 13 1 PUBUCWCR<SDEPMTMENT SHEET 1 or 18 :1: GENERAL NOTES: 1. SIGNING AND STRIPI"6 SHALL Cot,f"~ TO Tt£ 2010 CALIFORNIA MAN.JAL ON lMIFOilM TRAF"f"IC CONTROL DEVICES, 2010 CALTRANS STOOARO PLANS AN) SPECIF'ICATIONS, LATEST CITY or NEWPORT BEACH STN-OARD DRAWINGS, Tt-ESE PLANS AND Tt£ SPECIAL PROVISIONS. SEE CALTRANS STAl',OARO PLANS A20 (A-0) FOR STRIPING DETAILS, lt«:l...ll>ING INSTALLATION OR REMOVAL or RAISED REFLECTIVE PAVEMENT MARKmS. 2. FINAL STRIPir-«3 SHALL BE PAINT (TWO COATS) Wt-ERE NCJII-REF'LECTIVE PAVEMENT MARKINGS TYPE A AND AY ARE OVERLAYED ON Tll" Of" STRIPING. ALL OTl£R FINAL STRIPING SHALL BE "SPRAYABLE REF"LECTORIZED THERMCJ'LASTIC" APPLIED AT A MINUUol THICKIIESS or 0.25 MM. CROSSWALKS AN) LIMIT Lll'£S SHALL BE APPLIED AT A MINlt,U,1 or 0.90 MM. ALL LIMIT LINES SHALL BE 12" WHITE ut..ESS NOTED 0Tt£RWISE. 3. ALL REF"LECTIVE PAVEIENT MARKERS SHALL HAVE GLASS COVERED REFLECTIVE FACES OR BE 3M SERIES 290 MARKERS. 4. STRIPING SHALL BE CAT TRACKED 00 APPROVED BY Tt£ ENG11€ER PRIOR TO FINAL INSTALLATION. 5. EXACT SIGN LOCATION SHALL BE DETERMll€0 BY Tt£ ENGil€ER. 6. ALL SIGN FACE REF"LECTIVE Sl£ETit-«3 SHALL BE HIGH INTENSITY GRADE WITH PROTECTIVE OVERLAY FILM. (SEE CITY or NEWPORT BEACH TRAFFIC SIGN'AL SPECIAL PROVISIONS SUPPLEMENTAL FOR SIGN SPECIFICATIONS) 7. ALL CONFLICTit-«3 PAINTED STRIPir-«3 00 PAVEMENT MARKINGS SHALL BE REMOVED 8'I' WET SANJBLASTlt-«3 METHOD. Tl£RMOPLASTIC STRIPir-«3 00 PAVEMENT MARKINGS SHALL BE REMOVED BY GRil',Oir-«3 METHOD. REMOVAL LIMITS SHALL EXCEED STRIPING AN) PAVEMENT LElilEN) EDGES TO ELIMINATE SHAOOWir-«3. Sl.Rf"ACES EXPOSED BY GRil',OING METHOD SHALL BE SL.UlRY SEALED. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BE REMOVED. 8. 9. SALVAGED SIGNS AND POSTS SHALL BE DELIVERED TO Tt£ CITY or NEWPCMI BEACH CITY YARO. TEt.f'ORARY TRAFFIC STRIPING 00 MAKINGS SHALL BE PAINT APPLIED IN 01£ COAT WITHIN 24 ~ AFTER Tt£ FINISt-ED COURSE or PAVEMENT HAS SEEN APPLIED. / 1- STA o+73 .KIIN STINS STR P BEBIN TRANSITION LEGENDAND NOTES: [II 8 ~ ~~ (l) 8 I- El<ISTING TO REMAIN. RElil>VE AND SALVA.(£ SIGN AND POST (IF APPLICABI F) AS NOTED. FURNISH AND INSTALL SIGN(S) AND POST(S} (IF APPl..l:CASLE) RELOCATE EXISTING SIGN(S) TO NEW POST(S) (IF APPLICAEU:) AS teTED; RFIM:>VE ALL EXISTJt-«3 CONFLICTING lRAFFIC STRIPJNG, MMl<JNG OR AHROW AS NOTED, INCLIJ)ING RAISED PAVEMENT MARKERS. PAINT (TWO COATS) CALTRANS STRIPING DETAIL PER t11•~ NOTED, JNCLIJ)JNG INSTALLATION or RAISED PAVEtEHT tWl£RS, Tl£RMIJ'l.ASTIC PAVEIENT MARKING OR ARROW AS NOTED. PR<POSED SIGN (Of£ POST) l-EXISTING SIGN (Of£ POST) ~ PRtf'OSED SIGN (TWO POSTS) p EXISTING SIGN (ON SIREEI LIGHT) 12' PRCPOSEO I.At£ DIMENSION (12') EXISTING I.At£ OllENSION .e. ANQ.EPOINT SNS R28(CA}(<,->) E t(CA) fiifffl. PllM PRl!P-.0 ft I Fil.ANNHffl ■ D£&f11tif ,. i:IGNl:atiU:.101'10:ili 40 20 0 40 80 120 ------SCA!l,E: 1 "z40' -.tl..-P~ fME. CAL..P(IIM RI.IHI JbrJ FAX-~ • ...,.A<Jli'I DAlE: 09/13/13 . 102• R61(CA) MOD NOT TO SCALE SIGN NOTES: 1 . 1./r' RADIUS,~ BORCER, BL.AO( ON WHITE; [ONLY] 4" lX:, SERIES D; 2. IGIZONTALI FRAME REQUIRED PER STD. PLAN SIGN NO. 1. 3. SIGN l«UITED ON ~IO(PUIOI POSTS. REVISIONS D88CAIPTION X-WALK DETAIL MEDIAN E RJ-7 EXISTlfG CU"3 a, GUTTER APPROVAL RECOMMENllED . QTY TRAFFIC ENGINEER RCE No. 45521 R28(CA)(<-> E 9Ht."l"Ql .. 111118110Ml. M ibJAIIENl8 SAN JQ\QlJIN Hlt·IROAD SICJNIIG&SCIQ?LISPI.M t--t--t-------------,-,--i,.,DESIGNEO_-AD~S~·~OR=Al\tl_...!.AD~S CITY OF NEWPORT BEACH ,_f._-_6_0_47_-___ I ..., > CHECKED DAlE t----ii-+--+---------------i-----r---1 CGM 09 13 1 PIBJCWOAKS DEPARTMENT SHEET 1 Of 18 I LEGEND AND CONSTRUCTION NOTES: EXISTING SIGN IKJ/OR STRIPING TO REMAIN. PROVIDE TEMPORARY STRIPING, CCJ.IST~ION SIEIN, F1.AGTREE: AND SIGN, BARRICADES, CONES, FLASHING ARROW SIGN, PCRTABI..E CHANiilEABLE liESSN:lE SI TEMPORARY K-RAIL OR TEMPORARY CRASH CUSHION MODU E (ARMY PER PLAN). COVER EXIST I NG SIGN DLfU NG CONSTRLCT I ON. CONTRACTOR SHALL MAINTAIN ACCESS FOR PEDESTRIAN CROSSING AT ALL TIMES. INSTALL FINAL SIGNAGE PER SIGNING AN) STRIPING PLANS. REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING, t.lARKING OR ·ARROW AS INCLI..OING RAISED PAVEIENT t.lARKERS. PAINT CALTRANS STRIPING DETAIL PER n111ER NOTED, INCLI..OING INSTALLATJ OF RAISED PAVEMENT t.lARKERS. INSTALL FINAL STRIPING PER SIGNING AND STRIPING PLANS. SIGNALIZED lNIERSEi.;rION TYPE I I BARRICADE WITH SIGN AS NOTED ON PLAN SIGN (AS NOTED ON PLAN)(EXISTING) I-► SIGN (AS NOTED ON PLAN)(TEMPORARY OR NEW) • PORTABLE TUBULAR DELINEATORS OR CCH:S Ill SOLAR/BATTERY POWERED FLASHING ARROW SIGN 1!11111 PORTABLE CHANGEABLE MESSAGE SIGN ¢::i DIRECTION OF TRAVEL 12' CONSTRUCTION LANE DIMENSION ( 12') EXISTING LANE DIMENSION "' ANGLE POINT ~ CONSTRUCTION AREA I ROAD END .-I W20-1 G20-2 W20-5(B1KE) W11-1 I ® R4-7a(RT) R9-3a 1~1 R9-9 SHARE lHE ROAD W16-1 1:: ~1 R9-3b(LT} ~ UC - R9-10(LT) W4-2(LT) ~ ca I ut R9-lb(RT) I -I . R9-10(RT) R9- W4-2{RT) C30(CA) 1(LT) TYPICAL DELINEATOR DETAIL . . TRAVEL LANE . ( .. TU. BU .• LAR l)EUNEA. TOR (OR CONSTRUCTION CONE) 5' MIN. . ST • A • LANE LINE TYPICAL DELINEATOR OETAIL LT ETW TIJBULAR DEI.INEATOR 1' 1' DEI.INEATGR RT ETW TYPICAL w i MO Rdif SHOUU'>ER INSrAU.Al'fON NO SCALE • 1.:tt·1 R9-tl(RT) W20-5(RT) l'UN f!IIIPAIIED ft GENERAL NO I ES: A. B. C. D. E. F. G. H. I. J. ALL TRAFFIC CONTROL WORK AND MATERIALS FOR CONSTRI.CTIOl SHALL CDF"CRI TO A.P .W.A. "W.A. T .C.H." 1WD300K {LATEST EOITIOl), TI-£ CALIFORNIA MAltl.lAL ON TRAFFIC CONTROL DEVICES (CA MUTCD), (DATED 2010), .TI-£ STATE OF CALlfORNIA DEPARTMENT OF TRANSPORTATION (CAI.TRANS) STANDARD PLANS AND SPEClflCATIONS (DATED 2010), AND Tl-£ SPECIAL PROVISIONS . LAIIE CLOSlJ€S SHALL BE AS SHOWN ON TI-£ PLANS OR AS DIRECTED 8Y ENGINEER. IT IS 1l£ RESPONsIBILITY OF THE CONTRACTOR PERF'ORMJNG WORK ON A.Pl81..IC SIRE.El ro INSTALL AND IIIAINTAIN ·CONTRa. DEVICES AS SHOWN I-DEON, AS WELL AS Mr SUCH ADDITIONAL DEVICES AS.MAY BE. REWIRED TO ll'ISIR: TI£ SAfE MOVEMENT OF TRAFFIC AND PEDESTRIANS TI«OOGli OR ARO.N> Tt£ WORK.AREA. ALL TRAFFIC.CONTRa..DEVICES SHALL BE t<EPT IN THEIR PROPER POSITlON AT ALL TIMES, AND SHALL BE REPAIRED, REPLACED OR CLEANED AS NECESSARY TO PRESERVE TI-£IR APPEARANCE AND <XM"ll•lJITY. ALL EXISTING SIGNING NOT IN CONfClRloWCE WITH THE. TRAFFIC CONTROL PLANS SHALL BE COVERED FOR TI£. ~TIOl Of C0611U:TION. ALL SIGN COVERS PLACED OVER EXISTING SIGNING SHALL BE COl'I..ETELY A£111)\iED, AND ALL C0611U:TION SIGNING SHALL 8E COVERED~ TRAffIC CONTROL IS NOT JN PLACE. ·ANY PAVEMENT t.lARKINGS .AND STRIPING DNi'MlED 'Kl/OR BADLY l'ORN Milll!il CONSTRI.CTION SHALL BE RESTORED 8Y TI£ CONTRACTOR. ALL EXISTING fACILITIES INCLI..OING SIGNING, STRIPING, MARKINGS, MAAl<ERS. AND SIGNALS SHALL BE RESTORED TO TI-£ ORIGINAL CONDITION IK>/f1R LOCATION AT ll£ at): OF Tt£ CONSTRt.C'HON PERIOO FOR EACH STAGE. A MINIIQI FIVE fEET Of CLEARANCE SHALL BE MAINTAINED BEliii:.EN ANY Cl'EN QCAVATION AND ll£ ADJACENT MOVING TRAF'f"IC LAIIE. NO Cl'EN TRENCH ADJACENT TO A TRAFFIC LANE SHALL t:XCEED .:100 fEET. TEIFORARY CXN:RETE BARRIER (TYPE K PER CAL TRANS STANDARD PLAN TJA. t T313) SHALL BE USED .llt£NEVER .SIOIN ON ll£ PLANS. lf£ C27(CA) "OPEN TREl'Of" SIGN SHALL BE UTILIZED Wl£NEVER AN OPEN EXCAVATION AREA EXISTS ADJACENT TO ll£ TRAVEL WAY. 1l£ CONTRACTOR SHALL COORDINATE Tl£ RELOCATION Of Tt£ BUS ·RWTE$ AND BUS STOPS WITH ORANGE COl.NTY TRANSPORTATION AUTHCIUTY (OCTA) THREE IIEE](S IN ADVANCE Of CONSTRUCTIOl ACTIVITY AFFECTING BUS STOPS. Tl£ CONTRACTOR SHALL PROVIDE SAfE AND CONTIN.JOJS PASSAGE OF LOCAL PEDESTRIAN AND VEHICU..AR TRAFFIC AT ALL TIMES. SililGLE LAI£ CLOSU£ TIWf"IC CCMROL DEVICES SHALL Cl:N"ORM TO CAL.TRANS ST#llARD PLAN NO. T11. EXACT LOCATION AND TYPE OF C0611U:TION SIGN(S) SHALL BE AS 'DIRECIEO ~ ENGil'ER BASED ON CONSTRUCTION CONDITION. K. CONSTRUCTION TRl0< TRAF'FIC MERGING INTO TRAFFIC LANES SHALL 8E 8Y USE OF FLAG MAN AND APPROPRIATE SIGNAGE AS DtRECIED SY ENGite:R. L. TRAFFIC CONES fOR NIGHTTIME USE SHALL BE INTERNAU.Y ILLllilINATED OR EE PROVIDED WITH 13" REFLECTIVE SILVER SLEEVE. M. CONTRACTOR SHALL REMOVE ALL TEIFORARY TRAFFIC CONTRa.. AND TEIFORARY SIGNING I.PON cotf'l.ET!Ol OF DAILY CONSlRIJCTION, AND RESTORE SIGNING AND STRIPING TO CONDITIONS SHJIIN AS EXISTING. (FOR TEIFORARY DAILY LAI£ CL~). N. SEE CAL.TRANS STD. PLANS A20A--A20D t A24A-A2€ fDR STRIPING tETAILS. SEE CAL.TRANS STD. PLANS T1A, T1B t T2 fOR TEMPORARY CRASH CUSHION ARRAYS. 0. TRAFFIC .CONTRa. CONES {28" HIGH) WITH OOIBI...E BASES MAY BE USED IN LIEU OF TlBI..AR DELINEATORS FDR DAILY OR stmT TERM CONSTRUCT I ON ACTIVITIES. • P. C0611U:TIOl PAVEMENT REMOVAL AND RECXHTTRUCTION AND PAVEMENT OVERLAY WTSIDE CONSTRUCTION AREAS SHOWN ON TI£ PLANS SHALL EE BY SIIQ.£ LAI£ CLOSU£ AS DIRECTED BY 1l£ ENGINEER. Q. STEEL PLATES OR A MINIIUI OF 4: 1 st.OPE SHALL 8E MAINTAINED FOR OPEN EXCAVATIONS MING NON-WORKING HCJ.R;. "Slm.. Pl.ATES Al€AD• SIGNS SHALL BE PROVIDED AT ALL TIMES. STEEL PLATES SHALL BE INSTALLED fLUSH WITH ROADWAY SlR"ACE. R. s. T. u. V. w. TEMPORARY CONSTRUCTION ACTIVITY WITHIN Tl£ TRAVEL WAY SHALL BE LIMITED TO .. l1£ 1-fOl.RS BEllil:.EN 8:.00 AM AND 4: 00 PM. ALL EXCAVATION WITHIN THIS ll£A SHALL.BE.COVERED WITH Slm.. PLATES .f'Rlli .4:00 PM TO 8:00 AM. A MINIIQI OF TWO TRAFFIC LANES SHALL Bt. MAINTAINED nR1JGH 1l£ INIERSEC1 !ON AT ALL TIMES FOR EACH DIRECTION. lEfT TlRIS MAY BE PROHIBITED DUUNG INIERSECrION C04STRIX:TION AS DIRECTED BY 1l£ ENGINEER. Tl-£SE TRAF'flC CONTROL PLANS $HlW TRAFFIC CCMROL DEVICES FOR LONG TERM TIWf"IC CONTROL FOR CONSTRUCTION LIMITS SHOWN. IT IS Tt£ .CONTRACTDR'!> RESPOi..sIBILITY TO .C<H'ORM TO SHORT TERM TRAFFIC COffROL REWlREMENTS IN ACCORDANCE WITH CALTRANS "MAltl.lAL C7' TRAF'fIC CONTROLS". SHORT TERM TRAF'FIC CONTR.I.. .AND OiANGES TO TI-£SE PLANS CllRING ~ION SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY CITY OF 1£WPORT BEA0-1 TRAFFIC ENGINEERING DIVISIIJ<I lffJ/af. CALTRANS. USE AND PLACD£NT OF flASHING ARROW BOARD SIGN(S) SHALL BE AS DIRECTED 8Y Tt£ ENGINEER. ALL TRAFFIC TRANSITIONS SHALL UTILIZE ARROW BOARDS. FLASHING BEACONS IKJ/00. WARNING LIGHTS SHALL 8E USED ON C0611U:TION BARR!tl.DES AND AS DIRECTED BY Tl£ ENGINEER. CONTRACTOR MAY USE PREFABRICATED REMOVABLE tETOUR STRIPIIC TAPE, PAVEMENT MARKINGS AND RAISED MARl<ERS HRE SHORT TERM USE WlU. OCClR (24 HCJ.R; 00. LESS), OR AS SHOWN ON PLANS. ALL TRAFFIC SIGNAL MODIFICATION WORK SHALL C<H'ORM TO CALTRANS STANDARD .Sf'ECifICATIONS AND STANDARD PLANS, DATED 2010, AND Tl£ SPECIAL. PROVISIONS. SUGGl:S I EIJ STAGE CONSTRUCTION SEQUENCE: STAGE 1: STAGE 2: STAGE 3: REMOVE EXISTING ClA8 AND GUTTER. ~ ClA8 RETUfti AND SIRE.ET IMPROVEMENTS ON SOUTHWEST SIDE OF SAN .JlAOIIN HILLS ROAD BE1llEEN AVOCNJO AYaU: AND MACARTlf.Jt EIOU..EVARO. REMOVE EXISTING RAISED MEDIAN ISLAND, AND CONSTRUCT PAVEMENT IN PLACE AND NEW RAISED MEDIAN ISLAND ON SAN JOAWIN HILLS ROAD BE1llEEN AVOCNJO AVEN.IE AND IIIACARTIU BOlLEVARO. REMOVE EXISTING RAISED MEDIAN ISLAND NOSE, CONSTRUCT PAVEIENT IN PLACE AND NEW RAISED MEDIAN ISLAND NOSE ON Tl£ NORT1-£AST Sic:£ Ot MACARTH.R BOU..EVARD AT SAN JOAWIN HILLS ROAD. TRAFFIC SIGNAL NOTES: 1. CONTRACTOR SHALL COORDINATE WITH n£ CITY Of NEWPORT BEACH TRAFFIC ENGIN!ERING DEPARTMENT AT (949) 644-3311 A MIN!t.lJM OF fIVE {5) WORKING DAYS PRIOR TO WORK AfFECTING Mf fRAftIC SIGNAL WITHIN C0611U:Tl0N AREA. CONTACT CITY OF NEWPORT BEAO-t TRAF'FlC ENGJNEERIIC DEPARTMENT FOR TRAFFIC SIGNAL OPERATIONAL CHANGES, ffN TRAF'f'IC Loa>s ff. DAMAGED, OR fOR TRAF'fIC <XM'ROl.. C(H)ITIONS NOTED Ol TI-£ PLANS. 2. CONTRACTOR SHAU. MAINTAIN EXISTING SIGNAL OPERATION AT ALL TIMES. CONTRACTCR SHALL REPLACE LOOP DETECTORS AT ALL LOCATIONS ll£RE Tt£ EXISTING LOOP C£1ECTI.AS AR£ NOT IN TI-£ CENTER C7' 1l£ LAI£. CONTRACTOR MAY USE VIDEO DETECTION MING CONSTRUCTION I.PON WRITTEN APPROVAL BY Tl£ ENGINEER. 0: w I-(/) -w ::;; u.. ~ :r: (/) .. 0 .... -.. ~ ~ ,..., ~ '--,..., ~ Ol 0 f "Cl ~ 0 0 I u I- I 0:, Ol N 0:, / "' "' 0 +' (/) > -Cl 3! 0. "' C TC-1 0 '-I- 8 <( u ~NNtNII ■ 'DIUIJGN, ■ CQf4STAUOTiQM REVISIONS MNJOAQl .. '11.URCIAE,U lt.<Hi&Dffll STAGE CONS I RUCIION Pl.AN 11TLE81&. • • • 1:0NaUL;TtNG - 4~~.,::J tmAIH._f'_Y IWIE, CALF0fllA .... JIWl FAX 9'IIIA72.8l22 • tlllldlF.com DATE: 09/ 13/ 13 NO. -DEICIUPTIOII l--¼---¼------------------+--+-_;...-lf==~--r.;;;=c----+-----------.-,,,--.,----:-:::--::--10 t==t==t=========================1===1===loiDESKlNEDmrJP110Ri>A'Air1t1 ___ JP-1 Cl1Y OF NEWPORT BEACH ~-6· • i CHEO<Ell CGM !)ATE09 13 1 P\BJC WORIC8 DEPARTMENT MET 1 8 :i: E EXISTING•Cl.R& le GUTTER lR28(CA)(N) EXISTING CURB le GUTTER 1 PCMS ROAD WORK Af£AO FROM JU..Y 1 TO OCTa:IER 1 EXPECT DELAYS NOTE: MESSAGE TO BE APPROVED BY Tt£ CITY. EXISTING aR3 le GUTTER ~,~ --=· -~ '=>e.~,.,_=,,. ' ., . ' ' (18'} (12') WORK ARf.A • c::;> c::;> • 0 100' SPACING I WITH C30 CA) SIGN •200'( .) ¢:::i ¢:::i ¢:::i I W20-5 BI • I W11-1 W16-1 • EXISTING le GUTTER R/W- SPACING TRAFFIC CONTROL PLAN NOTES: F'OR TRAFFIC OONTRa.. GEIIERAL NOTES, SUGGESTED STAGE CONSTRUCTION SEQUENCE, LEGEND, AI\O CONSTRUCTION NOTES, SEE Sl€ET TC-1. ' ' ____ J 1 820-2 E R28(CA)(<->) • 10' SPACIIG 1 TYP. ' ' • I S/W 16' S/W 16' 14' 12' SECTION·A-A Of"F-PEAK NTS 14' 12' 13' 8' 12·1 12' ~I 13' 8' 12' 12' ~ f-- -....... 14' 12' t t 14' 12' 18' ~ --WZZZZ3 Alil.E IE.11\EA TIR> (C<KS) 15' ·-' Vi' L--~---- • 10' SPACING 1 t--r.=,....-----1 TYP. • 20• SPACING TYP. SAN JOAQUIN ffll IS -R3-7(RT) E ;....-;.,.N N ('I-~ ---1--- 7(RT) R28(CA)(<->) E ___ ::"_--""7..;;,"---=c--=--:t=at=- ( 14 •, (12') EXJSTIN8 CURB II M1ER R28(CA)( <,->) E !'lM PRliJl!AJIID ft ,""-,J-........ ..._.. - i i I L ' 1 __ _j --- R9--10 RT 40 20 0 40 80 120 -----SCALE: 1 "=40' (VAR) ( 14') ( 12') ( 18') 1 R9-10 LT ' ' i ' R9-3a(2 EACH "I'«) PED XING" SIGN(2 EACH,-, STAGE 1 8MJO"Ql.,"IIJ.81lCW..L itc',lllENII .. "' 0 ... (/) > 0 ~ "' C TC-2 i PLANllUN& • Dli:tiJJlil" ■ QQN1llflltUCT'tGN REVISIONS • • • 1::U3N•BULTINS &v°asi~-✓,:J ----w.~•··--FAX -.m.tt22 • ..._,...r:Olli llAl£: 09/13/13 NO. -Da.CRIPTION STAGE CONSTRUCTION PLAN SANJO,iQIJlll HIU.SROAD 1---l----1---------------------1-----1----1===--r==,-----1---------,--------.-::----,-----,--1.3 ll---+--+----~--------------1DE5GNED " DRAWN .,, C11YOF NEWPORTeEACH e-6041, .g ----------!--'---'---'-''--"'---Q_ -----------------------CHECKED CGM OAlE09 13 1 P\B IC WORKS DEPARTMENT SHEET13 OF 18 I :JO ( 12·) ( 18') -~-------- E EXISTING MB I: GUTTER PCMS • NOTE: t.ESSAGE TO BE APPROVED BY Tl£ CITY. 0 100' SPACING I WITH C30 CA SIGN • 200' ( .) ( 18') ( 12·) --~ • • 15+00 • 600' MERGING TAPER (32') --+--1---- EXISTING ClR3 I: GUTTER 16' 14' 12' S/W --7-_________ _ PORTABI..E DELil'£ATORS (CONES) TRAFFIC CONTROL PLAN NOTES: F"OR TRAFFIC CONTROL GOERAL NOTES, SUGGESTED STAGE CONSTRLCTION SEQUENCE, LEGEND, ANl CONSTRUCTION NOTES, SEE St£ET TC-1. • • i R28(CA}(<+>) • i ~ ' ·, ~: ~ ~~•------2::.::::4 : __ -~--•~-----~_.. •• • (12') c:::::> (20' ) c:::::> 1 0 100' SPACING WITH CA SIGN 0200 .) (CA}(<->) WORK NV, 1(111JcArthllr Blvd) SAN JOAQUIN j1-4111 S ROAD r.:-TIM-7 E R28(CA)(<-> IIORI< ZCH: SPACING 1 1 14-'2 LT 350' EXISTING ClflB I: GUTTER 350' ---- ·-;--.. E R28(CA)(<->) E R28{CA)(<->) E EXISTING CURB I: GUTTER I I ! l R2-1 ( 55) E 1---t--,r+-,;,, ! ' \ I 16' S/W Ji ----, 14' 12' ~ ~ 13' ~ 7(RT) 7(RT) R3-7(RT\ •aus EXEMPT' E R28(CA)(<->) 12·i ,.____. --___ ..,_,,; _____ _ SECTION A-:A OFF-PEAi< NTS 14' 12' ' ' . 20' 40 0 0 40 80 120 _........, ! SCALE: 1"%40' • - FINI PRIJIMED lffl Pt..AMMfftHI • DEBI... • , CONaTRUC"flDN • • • .. flfDN■Ul,.TINl!I - f:v-.~ Jmslll.TCltP-l __ <>ILl"<lllU_.., FAX 94M72.8m • -18F.ccim DAlE: 09/13/13 PORTA81..E DELil'£ATORS (COt£S) PORTABLE DELil'£ATORS (CIH:S) SECTION A-A PEAi< HOUR NlS REVISIONS Dll ■CltlPTIDN STAGE 2 TC-3 IWf JQfQIIIN tllL8 ~ • 1 amana STAGE OON&a RuCl10N PLAN MN ~QVIN HIU.S·ROAD D£SIGlilED .P ORAIW :,, CllYOFNEWPORTBEACH ~-6047-o/ 1==t==t==============+===t::==1i:iCHEC1<EDmi~~CGM=hoiIA1E~09~1:3::_,1 PUBI ICWORK8 llEPMTMENT SHEET 14 l9f! 1 E Jl "' - I") - O'l 0 "' l< " ,,., 8 I u f--I 00 O'l N 00 ✓ ., "' 0 U) > -0 ✓ 3C a. (/J C 0 '-f-- RAISED ISi W> 7' BIICE LANE ,, .. 1♦' 11' RAISED .L ♦ ♦ ~ ~ t \t ;~- 1 12· 12' 7• ' -in?l!,.J--.!'----1-----.,__ _ - - - - - - - - - - ----1,-..,ezzzt: PGRfMI.E DEJ..INtATORS (Wi:.S) SfCJI<J« A-A CFF'-PEAK NfS D!-1 (San ID I~ Hll la ·• ••• •• .. /~ -···~·~ .-•~1ST1NG we .. · / • .,. It GUTTER -. c/ E R2-1(55) .,. t=t-~/-=--= =-· -,-- 100 • TAPER .,. _,,, _ .. ,-,-,, __ .,,,,. __ ,,.,, 10' SPACING I TYP. W9-2(LT) E R28(S)(CA)(<->) TRAFFIC CONTROL PLAN NOTES: FOR TRAftIC CONTRl1. 6El'£IW. NOTES• SL-ooE 51 l£D ST AGE CONSTRUCTION SEQl.ENCE • LEGEND• »o CONSTRUCTION l«>TES, SEE 9£ET TC-1. .--· la(CA)(<->( .• M1 CA PClffaE a+,.1IUl'all (Ct◄S) l t DJ--1(Son J • .,., Dr) E l»-13(11:DJ(LIIMt't') - SCALE: 1 "=40. 80 120 ....., -t=~- <1•·>¢=, (12')<? (12')<!==i 151+00 ' SPACING MIB. Ill IN> 7' &IICE f.N!E. NCl'1C.Yld E CDENTtRY GUIDE 5191 14' 12' 12' \41+oo 11' HGIJCl,I 6-6 PEAK HOlR NfS f'ORTMI.E DELINtAl'R (Wi:.S} 'a~IU. WI1H Stm. PLAlES IEI.CM RIGHT LINE8TA8tl0 EXISTING~ -, SPACING 1 , ,, C3Q CA SIGN 1 \ 'y , 200'_(TYP.) EXISTING aRI \ / • EIU11ER ,J • 10' SPACING TYP. R+-7,....111"" R6-1(RT) J .J ... ------· -----· ... 12 2 m __ (14') --~::.::~.:_- VAR) EX!ST1N8 aRI • EIU11ER .,_7;;·-. • \ l Ii\ · -~an::""' • :.;:~~7-... ...... :(CA ----P""-t°17' i: ~1~~s--~~;·.:..~.-~.--~~·-.:·-~;:-:rf;., -_,:: .. ; ... =-(~1:$~. >f;.,:.;;.: _ _::::::~~t~-::::::~-:;::~~::~--..:i :~-~·~·:· =--.----------R=-~-. ~-·l-----.. I .. ·~· ,CA\IOCAOO AVE) •---+""---=~ -----------t:==~-=~=::.:;::¼ fa, EXIST NG ft GUTTER 1 W20-1 R28(CA)(<->} (14') (? (12') <:=:i =:.;;:.c· .. -;:=;--.-~=;;;;;~ 1..,;3;;;.;.•1~. =~-_-_~-~=· ~=~·"'-"'i_-:_·:;-_. ___ . -.-__ -__ · ............ __ _ --11 • ---~-----------· -------·-----·-·~-~•---- EXISTING I: GUTTER (CA)(<->) E 03-l(MacArthur Blvd) F 8-t-Oo -- STAGE 3 2RI C ffi ~I! i~ 0:: ~ (f) -~ L,_ L,_ 0 Bi E .g -.. -- t'l t'l -gJ "' l= -0 ... 8 I u I-I co "' N co / Q) "' 0 +' (f) > -D ~ "-" C 0 I-TC-4 I-• ________ "T_ ....... ""'.-:t"':-:------------r---------;;;;,;;-;iicii;;s--------1--------1--·•:•:JOAQl::IM:tll::•:S:ROIID::•:l~IOl;•:IB:B:G~i:--1,~ REVISIONS STAGE · · IONPLAN gi PUrll PIIIEPMED 1M S RQ&ft co ...,._NMJNG • DHI-■ CONffRUCTIQN -6&U JClfiQ1IN .. .LJ s DE■OltlPTION GI"' o • • • CDNSULTINGI - ;f:-;.?ltt.-t1::J _...___ W. CALFCRW, lt&I 20/D PAX-•-- OAlt: 09/13/1;} DESIGNED JP DRAIN JP CITY OF NEWPORT BEACH f===f===f================================i::::1::::31-:CNE=a<ED=-C-GM-fnoA.-.lE"09_1_3-,1 PUBLIC WORKS DEPARTMENT - 0 +' -604 -i SHEET 15 Of 18 :i: LEGEND ::::•• GRAVEL BAGS -- -+-- .. '"'•, 2 BAGS.HIGH j lN.ESS OTI£RWJSE SHOWN ON PLAN GRAVEL BAGS ~ •• , i ., jg,; { TYPICAL SECTION TYPICAL ELEVATION •• GI.ITTER LIP -71/111cF:-It~-! 1-. w=-Ifllilk")--45:.._ MB FAQ! 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