Loading...
HomeMy WebLinkAboutR_5819_Sl ,I I' 1. 2. 5. 6. 7. i 8. 9. 1HE CONSTRUCTiON OF AlL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF. THE NEWPORT 8E/\CH CONSTRUCTION STANDARDS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTlON, 1997 ED!TiON (GREENBODK), 2002 CALIFORNIA STANDARD SPECIFICATIONS, AND CAI.TRANS STANDARD PLANS. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER A'l.i\llABLE RECORDS. TiiE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEW\TiON IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, AND FINISH TO ALL ADJOINING CURBS AND WALKS. ALL UNDERGROUND WORK SHl,LL BE COMPLETED PRIOR TO PAV!NG OF STREET AND DRIVEWAYS. THE WALLS AND FACE OF ALI. EXCAVATIONS GREATER THAN FIVE (S) FEE1 IN DEPTH SHALL GE EFFECT1'1EL Y GUARDED BY A SHORING SYSiIM: SLOPING Oi' THE GROUND OR 01HER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINA 110N INDICA 1ES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPEC1ED. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVl<fiON OR rnrncH WORK AS DESCRIBED IN NO. 5 ABOVE FROM CAL/OSHA WATER MAINS SHALL HAVE A MINIMUM OF 30" Of" COVER FROM SUBGP.ADE, ALL CONCRETE SHALL BE 560-C-3250. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTI1NG Off MN FIRE HYDRANTS AT 644-3106. ~OU"' N©J~~[Oeo>u~ Ca~~1t Du~¥© Acc©~~u@1t~oLI7J 19. 20, 22. 23. 24, 25. CITY OF NEWPORT BEACH ANG ST.0JE STANDARD PLANS SH,\LL TAKE PRECEDENCE OVER ANY CONFLICTS EXCEPT FOR STANDARD PLsNS fo,FFECTING UTILITY COMPANIES. IF THEIR STANDAROS ARE MORE STRINGENT, NO CONCcNlRATED FLOWS ACROSS ASPHALT PAVEMENT WITHOUT CITY INSPECTOR'S APPROVAL. ALL STREET STATIONING REFERS TO CENTERLINE OF STREET. ON ARTERIAL HiGHWAYS. THE HINGE POINT FOR ALL EXCAVATION OR EMB.sNKMENT SHALL BE A MINIMUM OF 1WO FEET OUTSIDE RIGHT-OF-WAY. All HIGHWAY SIGNS AND STREET NAME SIGNS SHOWN ON THE PLAN MUST BE SUPPLiED AND INSTALLED BY THE DEVELOPER PER STATE OF CALIFORNIA STANDARD PLANS DATED clUL Y 2002, AND APPROVED BY CITY OF NEWPORT BEACH ENGINEER. CONTRACTOR SHALL VERIFY ALL COND!TIONS AND DIMENSIONS AND SHAU. REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR 10 THE COMMENCEMENT OF WORK. SURVEY MONUMENTS SHALL BE PRESERVED AND REFERENCED BEFORE CONSTRUCTION ~ND REPLACED AFTER CONSTRUCTION PURSUANT TO SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE. I.R.W.D. Domestic Water Notes THE WATER SYSTEM IS TO BE JNSTALLED BY THE DEVELOPER. All WATER SYSTEM WORK SHALL CONFORM TO THE DISTRICT'S "PROCEDuRAL GUIDELINES AND GENERAL DESIGN REQUIREMENTS" AND "CONSTRUCTION MANUAL: AS LAST REVISED. @ poult~an oiJ Tfr=@c~ u©u©4 NeVttpori Coast, Orange Couniy, Caliiornia Newport Cos.st P~ann~ng Area 13A-2 B~oc~< No. 5151 Modu~e Nos. 48, 49, 58 59 N, 0. P. Q. R. !1,D!VJDIJAL PRESSURE REGULATORS ARE REQUIRED BY THE UNIFORM PLUMBING CODE !F THE AVERAGE STATIC PRESSURE IS BO PS! OR MORE. CllR8.S SHALL BE lNSCRIBED VIITH THE TIE DO\iNS FOR ALL VALVE LOCATIONS. THE CONTRACTOR SHALL EXPOSE ALL JOIN POINTS TO THE EXJST!NG DOMESTIC WATER SYSTEM FOR VERIF!CAlTON OF HORIZONTAL AND VERTICAL LOCATION BEFORE CONSTRUCTlON. flNAL INSPECTION FOR WATERLINES MUST INCLUDE i'IATER SAMPLES THAT WILL BE TESTED FOR CONDUCTIVITY, TURBJO!TY, AHO ODOR. THE TURBIDITY MUST BE LESS THAN 2.5 NTU AND TH£ ODOR MUST BE LESS THft.N 1.0 TON , NOT TO INCLUDE CHLORINE ODOR. TO BE ACCEPTABLE. THE CONTRACTOR WORKING ON !RVID WATER UNES MUST HAVE A C-34 LICENSE OR A CLASS A GEM::RAL CONTRACTOR'S LI CENSC Field Inspection Notes and Requirements A. B. A FINAL INSPECTION IS REQUIRED. SCHEDULE ,t\LL INSPECTIONS AND TESTS FORTY-EIGHT \48) HOURS lN ADVANC£ BY PHONING CRAIG ERVIN@ (9491453-5618. THE TRENCH SHALL BE EXCAVATED FOR THRUST BLOCKS AND INSPECTED PRiOR TO POUR. ALL CORROS!ON PROTECTION SHALL BE IN PLACE. CARE SMALL BE TAKEN WH':N FORMlNG AND POURING THRUST BLOCKS THAT FITTINGS AND JOINTS ARE NOT BURIED !N CONCRETE. I II I ~ 10. THE FIRE Ile POUCE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. B. c. THE DISTRICT ENGINEERING OFFICE ~"HALL BE C(ALLED FOR JNSPECTl_ON F)OUR (4) S. WORKING DAYS BEFORE THE START OF WORK AT 949) 453-5300 OR (949 453-5615. t"ONTRACTOR SHALL OBTAIN ANO SHOW PROOF OF A OF.WATERING PERMIT FROM TH£ STAT[ OF CAL!FORNIA, REG!OMAL WATER QUALITY CONTROL BOARD, PRIOR TO THE START OF CONSTRUCTION. C. ·" HYDROSTATIC TEST (TWO HUNDRED PSI PRESSURE FOR mo HOURS 12. 13. 14. 15. 16. THE DEVELOPER/CONTRACTOR SHALL HAVE A COPY or THE CURRENT CITY OF NEWPORT 13EACH STANDARD PLANS ON THE CONSTRUCTION sm: AT ALL TIMES. THE DEVELOPER SHALL TELEPHONE CITY Of NEWPORT BEACH PUBLIC WORKS AT 949-644-3311 AT LEAST 48 HOURS PRIOR TO START!NG CONSTRUCTION WORK SUBJECT TO CITY OF NEWPORT BEACH INSPECTION, D. E. CITY OF NEWPORT BEACH ENCROACHMENT PERM!T REQUIRED. CnY OF NEV/PORT F. BE4CH APPROVED Pl.ANS DO NOT RELIEVE CONTRACTOR/DEVELOPER FROM RESPONSIBILITY TO OBTAIN ENCROACHMENT PERMIT, WHICH SHALL BE AVAILABLE ON THE JOB AT N.L TIMES WORK !S BEING ACCOMPLISHED IN 1HE PUBLIC R!Gh'T-OF-WAY. ALL CONCRETE CURB AND GUTTER FWWLINES SHALL HAVE A MINIMUM OF 1% GRADE. ALL DAMAGED CONCRETE SIDEWALKS OR CURBS' SHALL BE SA'II-Cifi TO THE NEAREST TRANSVERSE SCORE M.~RK OR ACJUSTASLE CONTROL JO!NT OR WEAKENrn PLANE JOlNT AND REPLACED IN CONFORMANCE WffH THE APPL!CABLE PROViSlONS OF CITY OF NEWPORT BE<.CH STANDARD PLANS, DEVELOPER SH.ALL MA!NTAIN ADJACENT STREETS IN A NEAT, CLEAN, DUST- FREE AND SANITARY CONDITION AT ALL TIMES AND 10 THE S/\JISFACTION OF CITY OF NEWPORT BEACH INSPECTOR. THE ADJACENT STREETS SHALL KEPT CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCE BEING CONTROLLED AT ALL TIMES. DEVELOPER SHALL BE RESPONSIBLE FOR ANY CLEANUP ON ADJACENT STREETS AFFECTED BY HIS CONSTRUCTION. METHOD OF STREET CLEANING SHALL BE SY DRY SWEEPING OF ALL PAVED AREAS. NO STOCl<PILING OF BU!LDING MATERIALS WITHIN CITY RIGHT-OF-WAY WITHOUT PERMISSION OF CITY'S INSPECTOR. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREU PAVEMENT, STRIPING .ANO STENC!UNG WITHIN THE CONSTRUCTIOt-l PROJECT WILL BE RESTORED TO A "UKE NE'lt CONDITION, IN A MANNER MEETING THE APPROVAL OF THE Cm' OF NEWPORT BEACH INSPECTOR. G. H. !. J. K. L. M. A PRE-CONSTRUCTION CONFERENCE OF REPRESENTATIVES FROM ft.FrECTED AGENCiES AND THE CONTRACTOR SHALL BE HELD ON THE J03 SITE 48 HOURS PRIOR TO THE Sl"ART OF WORK. THE !/ATER SYSTEM IS TO BE STAKED BY THE DEVELOPER'S ENGiNEER AT A MINIMUM 50-FOOT STATiONlNG !F THERE ARE NO EXISTING CURBS. ANY WATER SERVICE FOGW TO BE WITHIN A DRIVE!IAY OR SIDEWALK SYAL!_ fE REMOVED COMPLETELY AND RE-INSTALLED AT THE PROPER LOCATJON AT NO COST TD THE DIS1R!CT. ALL MAIN LINE VALVES SHALL BE MAINTAINED SO AS TO BE ACCESSIBLE DURING TRACT DEVELOPMB,1, AND ALL VALVE STEM TOPS HAVING OVER 48-·lNChtS OF COVER WILL REQUIRE D(TEN"SION AS PER DRAWING W-8. IN RESIDENT!Al STREETS, THE TOP OF THE PlPE, 10·-INCHES AND SMALLER, SHAi_L SE A MINH.IJM OF 42-!NCHES BELOW THE rJNISHED STPJ'ET SURFACE AND 48-JNCHES BELOW FINISHED STREET SURFACE ON ALL PRiMARY A~l) SECONDARY STREETS. A.LL FIRE HYDRANTS SHALL BE SET ~ITH THE BOTTOM FLANGE 4-!NCHES ABOVE THE CONCRETE PAD OR SlDEfiALK WlTHOul THE USE OF SPOOLS AND S~J\LL EE LOCATED ,AT A MlNIMUM CF 3 FEET FROM THE ECR OR BCR t.T AM INTERSECTION. ALL WATER MAINS 6-!NCHES THROUGH 12-!NCHES SHALL BE CLASS 150, AWWA C-900 PVC, UNLESS OTHERl/lSE NOTED. NO TAPS OR OTHER CONNECTIONS SHALL BE MADE TO EXlSTlNG DISTRICT !/ATER MAINS PRIOR TO CONDUCTING AN APPROVED PRESSURE TEST ON THE NEW WATER DJSTRlBUTION SYST[M. TAPP!N3 SLEEVES SHALL BE PRESSURE TESTED !N Afl APPROVED MANNER lN THE FJELD, JN THE PRESENCE OF THE DISTRICT INSPECTOR PRIOR TO TAPPING THE MA!N LINE. TAPPING OF THE MAIN LlNE SHALi. NOT PROCEED UNLESS A DISTRICT TNSPECTOR IS PRESENT. VIHERE METERS AND METER BOXES ARE LOCATED WITHIN SLOPES, THE r.NGLE METER STOPS SHALL 8[ SO LOCATED SUCH THAT THE ME,ERS AND BOXES WILL BE PARALLEL AND FLUSH, RESPECTlVELY, WITH THE FINISHED SURFACE. NO METER !S 10 BE PLACED \'/!THIN A~'Y S!DEY/ALK OR DRIVEWAY MEA. CURBS SHALL SE INSCRIBED WITH A "W" INDICATING THE LOCATJO,'IS OF AI.L DOMESTIC WATER SERVICES. Miscellaneous Standard Guidelines A. 8. SEPAR.qE QUANT!TY ESTIMATES ARE TO BE QUANTITY OF P ! PE , NUMBER OF HYDRANTS, BOXES, ETC. INCLUDED ON THE PLANS TO INDICATE VALVES, FITTINGS, SERVICES, MET[R THE PLANS SHALL SHOW, lN PLAN AND PROFILE VIEWS, THC: POSITION OF ALL OTHER KNOWN EXISTlNG UNDERGROUND UTILITIES AS WELL AS PROPOSED UNDERGROJND UTILITIES. VERTICAL CLEARANCE AT CROSSINGS SHALL BE INDICATED BY SHOWING TOP ff PIPE AND BOTTOM OF PIPE ELEVATIONS AT THE PO! NT OF INTERSECT! ON . D. E. OR FIFTY PSI OVER THE M!.XlMUM STATIC PRESSURE WHEN lT IS OVER ONE HUNDRED AND FIFTY PS! SHALL BE WITNESSED BY AN INSPECTOR BEFORE BACKFILL AND SOIL COMPACTION. ThE TRENCH SHALL SE BACKFILLED BETWEEN JOINTS BEFORE TESTING TC PREVENT MOVEMENT OF PiPE. THE SYSTEM SHALL BE FLUSHED THOROl>3HL Y BEFORE CONNECllON !S MADE TO EXISTING SYSTEM STUB OUTS FLOW RATE SHALL BE A MINIMUM OF 10 FT/SEC THROUGH NOT LESS THAN 4 INCH PIPE DR HOSE. i\PPROVED EQUIPMENT SHALL BE PROVIDED BY THE CONTRACTOR TO ENSURE SAFETY. Ti-'.E FLUSH SHALL BE WITNESSED BY AN INSPECTOR. PR!'ll\T[ FlRE HYDRANTS, SPRINKLER CONTROL VALVES. DETECTOR CHECK ASSEMBLlES, POST lNOlCATOR VALVES, ,i\NO F!RE D[PARTMENT CONNECTIONS SHALL BE PAINTED SAFETY RED. C, TEMPORARY BLOW-OIT ASSEMBLIES SHALL BE INSTALLED AT THE END OF ALL MAINS F ALL CC.NTROL VALVES SHALL BE PROVIDED WITH PERMANENT SIGNS THAT CLEARcY INDICATE THE BUILDING. SYSTEM AN9 FUNCTION THE VALVE SERVES, D. c. F. AND LARGE SERVICE STUB-OUTS f'OR TESTING AND FLUSHING PURPOSES (DISTRICT STANDARD DRAWING \\'-9). AIR ,\ND VACU0M REUEF VALVES SH~.LL BE INSTALLED AT ALL HIGH POINTS Of' WATER M,\lNS 10· iNCHES AND LARGER (DlSTRlCT STANDARD DRA\'/lNG W-10). TELEMETRY CABLE TRENCHING, INSTALLATION, AND SERVICE POINTS MAY BE REQUIRED AND \'I I LL BE INSTALLED l N ACCORDANCE WITH DISTRICT STANDARDS . WATER MAINS TO BE CONSTRUCTED IN LANDSCAPE SLOPES AND WITHIN EASEMENTS SHALL BE CONSTRUCTED \'/ITH DUCTILE PIPE (D. i.P. ), CLASS 50, AND SHALL HAVE SLOPE ANCHORS !N ACCORDANCE WITH lRWD STANDARD DRAWING S-11. THRUST BLOCKS WILL ALSO BE REQUIRED AT THE ANGLE POINTS AT BOTH TOP AN) BOTTOM OF THE SLOPE ALL FIRE SPRINKLER SYSTEM CONTROL VALVES ( INCLUDING DETECTOR CHECK ASSEMBLY VALVES) , THAT CONTROL 100 OR MORE SPRINKLER HEADS, SHALL BE SUPERVISED BY Ni APPROVED CENTRAL ALARM ST P,T I ON UNLESS OTHERWISE APPROVED BY 1 HE ORANGE crn.,'NTY FIRE AUTHOR fTY. IFMME RANCH WATER DISTRICT APPROVAL OF DOMESTIC WATER, l "1 ;:;;:==:::::::-;;;-;:;;:-;=~-::::: FACILITIES c:::;=~ \'~ 4057~ 50447. 62247 ,,,..·;2/,✓.;?_;,<, yj,..--... f t,;/~ f' fflO'@ Bl {._) \ OA1E ALL TRAFFIC MARKING Al!D STRIPING SHALL BE STENCILS WHICH CONtORM W!lH STATE OF C~llFORNIA STANDARD PlJ\NS DATED JULY 2002. AND APPROVED BY CITY OF NEWPORT BF.ACH ENGINEER. SHEET INDEX SUPERVlSE() BY DATE i8, TRAFFIC SHALL BE MAINTAINED AT ALL TIMES AND SHALL BE PROTECTED WITH ADEQUATE BARRICADES, LIGHTS, SIGNS AND WARNING DEVICES .•S PER THE CURRENT STATE OF CAIJFORNIA, DEPARTMENT OF TRANSPORT/11101<, MANUAL OF TRAFF!C CONTROLS 1\ND TO THE DiRECTIONS OF THE CITY OF NEWPORT BEACH'S INSPECTOR, MOTICE TO CONTil'ACTOR: ALL UNDERGROUND UTIUTIES OR STRUCfURES REPORTED BY THE OWNER OR OTHERS, AND TlcOSE SHOWN ON THE RECORDS EX~~INED, ARE INDICATED \'-IIT1i THEIR APPROXIMAIT LOCATION A~D EXTENT. 1HE OWNER, BY ACCEPTING THESE Pu,J;S OR PROCEED:NG W1TH IMPROVEMENTS PURSUANT 1HERCTO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDESIGNED ll\RMlfSS FOR l,ff DMI.AGES RESULTING fROM THE EXISTENCE Of UNDERGROUND lllllf!IES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED NOT INDICATED ON 11i[ PUBLIC RECORDS (XAMINED. LOCATED AT VARIANCE WffH THOSE REPORTED OR SHOWN ON RECORDS. [".-,\MINED. lHE CONTR\CTOR IS REQUIRfD TO TAKE DUE PRECAI.JTIONNlY MEASl!RES TO PROTECT THE I.JTIL')"IES OR STRUCTllRES SHOWN AND ANY OTHER UTIUTIES OR STRUCTURES FOUND /ff fHE SITL IT SHALL BE THE CO,'TR!\Clm S RESPONSIBILIJY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES COHCERNEO BEFORE STARTING WORK. .OCS.GJ:::IPTlQH TITLE SHEET CAlmON TYPICAL SECTIONS, CONSTRUCTION NOTES AND QUANTITiES CONSTRUCTION DETAILS STREET IMPROVEMENT Pl.AN AND PROFILE TRAFFIC CONTROL PLAN SHEET NO . 2 2A 3 4 APPROVED: REVIEWED BY DATE R.C.E. 36106 DATE: DATE: THE EXISTENCE AND LOCATION OP ANY UNDERGROUND 1/TIUTY PIPES OR STRLICTuRES SHOWN ON THIS PIA~ ARE OBTNNEO B'i A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWlfDGE THERE ARE NO EXISTING IJTIUTIES EXCEPT AS SHOWN ON THESE PIANS. THE CONTRACTOR IS R£QUIRED TO iM<E DUE PRECAUTIONA'<Y ME.ASURl"S TO PROTECT !HE UTIUTIES SHOWN ANO tNY OTiiER UNES OR STRUCTURES NOT SHOWN ON THESE PLANS. THE ENGINEER PREPl\lllNG THESE Pl.ANS \'/lU. NOT BE RESPONSIBL£ fOR OR lll\BI..E FOR UNAUTHORJZED CHANGES TO OR USES Of THESE Pl.ANS, AU CHANGES TO THE Pl.ANS MUST BE IN riRITING ANO l.lUST BE /l!'PROVE!l BY THE PREPARER OF THESE Pl.ANS. TRANSPORT AT I ON t, DEVELOPMENT SERVICES MANAGER ALL CONTRACTORS I.ND SU8COITTR.4CTORS PERFORMING WORK SHOWN ON OR REIATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT All EMPLOYEES ARE PROVIDED A SAFE PlACC TO WORK AND THE PUBLIC iS PROfECTED. ,\lL CONIRI.CTORS AND SUBCONfRACfORS SHALL COMPLY WITH THE ·ocCUPAT!OIW. SAFETY ft,\D HEALTH REGULATIONS" Of TH[ u.s D[P;mME~~ Of LABOR, AND WITH THE STATE OF CAUFORNI.A DEPARTMENT OE lNDUSTRIAL REIATIONS' "CONSTRUCTION SAFE1Y ORDERS". HIE CIVIL ENGINEER SHALL NOT BE RESPONSIBlf IN Aif/ WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLL'INCE ¼!TH THI: "OCCUPATIONAL SAFrn ANO HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OE lABOR OR WITH THE S'!Al"E OE CAUEORNIA DEPARTMENT Of INDUSTRIAL RELATIONS" "CONSTRUCTION SAFElY ORDERS". CONTRACTOR FlJRTHER AGREES THAT HE SHALL ASSUME SOlf ANu COMPLETE RESPONS!BIIJfY FOR JOB SITE COliDlnONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING S/sEElY OF•All. PE~.ONS A\D PROPERTY, TflAT THiS REQIJIREMENI SHALL AJ'PLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, iNDEMNIPi AND HOLD THE OWNER AND TilE ENGINEER H.ARMlESS FROM MN AND All llABIUIY, Rf.l\l. OR ALLEGED, IN CONNECTION WITH THE PERFORliANCE OF WORK ON THIS PROJECt EXCEPTING EOR llABIUlY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR !HE £NG1NEER, THE ESTIMATED QUANTITIES HEREON ARE ONLY FOR THE PURPOSE OF OBf/JNING rnE NECESSAJ1Y PERMITS, AND R8F CONSULTING DOES NOT GUAR~1EE THE ACCUPACY OF THE ESTIMAT[D QUANTITIES. THE CONTRACTOR SHALL PERFORM HIS OWN QUANTITY T/c~EOEf DEFORE SUBMITTING A BIO FOR Atf/ PORTION or THE IMPROVEMENTS COVERED BY THESE PIA~S. ENCROACHMENT PERMIT NUW.8ER: N2003-0087 CITY APPROVED PLANS DO NOT RELIEVE CONTRACTOR/DEVELOPER FROM RESPONSIBILITY TD OBTAIN CiTY ENCROACHMENT PERMIT WHICH SHALL BE AVA l LABLE ON THE JOB AT .I\LL TI MES WORK l S BEJ NG ACCOMPLISHED lN PUBLIC RlGr!T-OF-WAY. JOB ADDRESS: 23000 NEWPORT COAST DRIVE, iRVC ORANGE COUNTY, CALiFORNIA AERIAL TOPOGRAPHY: THE BASE TOPOGRAPHY SHOWN ON THIS PLAN SET IS DERIVED FROM AERiAL PHOTOGRAMMETRY DATED 9/28/93 BY ROBERT J. LUNG & ASSOC., INC. UTILITY COMPANIES: SOUTHEr,N CALIFORNIA EDiSON (ELECTRICAL) SOUTHERN CALIFORNIP, GAS CO. ( GAS) !RVINE RANCH WATER DISTRiCT (WATER & SEWER) PACIFIC BELL (TELEPHONE) GENERAL TELEPHONE (TELEPHONE) COX CABLE ( CABLE TV) PHONE NO, (800) (800) 684-8123 427-2200 (714) 545-4050 (800) (800) (949) 310-2355 483-4000 240-1212 a it i;fa" i # ~~(t.-_ >,: ?':~,-- sJS.-. ,.SAU JUAN t1f I CAPmTnAmt OAHA tt §' POit-.ff -.fC'. -~---:.f>r SAU ClEt.!Bff -,;,· VilCl~J!YV rjAii> NTS \ ' ' pE\..~A~d~L '\ 1 1 \ ~ ,.~1) Li Jvcr 16 ' OWNER/DEIIEl.OPER: MARRIOTT VAC/1.TION CLUB !NTERNATIONAL 22894 NEWPORT COAST DRIVE NEWPORT BEACH, CA 92657 /1 " '--MARRJOT('S N.E'.V\JPORT COAST 16164 Oevelopmenl( PELICAN HILL GOLF COURSE _LOCA T!O~J C'.!JA!P' NTS SOILS ENGINEER/GEOLOGIST ' LEiGHTON & ASSOCIATES, INC. 17781 COWAN IRVINE, CA 92714 VlLU:\S ,I 11 I I I 'I 11 I I I ' ~ 11 I ' I ' ij E a ,,, ") O'.) I'') 0 ' ,, cf) ,.., ·, (£; !-·- Cl ._l " 3: 0 0 ._.I i-- c-') 0 <D ./ C-J C u z I/ 1,· t:;j Ct'. !-· U) / ~ucn 0 MR DAV!D HALL CONTACT: o PROJECT D!RECTOR MS. ROZ MUNRO ~------------'' °'CL (949) 316-8933 (949J 2so--1421 I RWD CODE 3959 2 ll------------------------------------r----..l..-----------------------{=,===,=======~-=============r===T===y==='j'-c!c-===-=========,;========-i="""=========&;,,,, __ ======-======="========-=====~-===d=------===="""I:;;; BASIS OF BEARINGS: PLAN PREPARED BY: TITLE SHEET FOR PROJECT NO. 6, BENCH MARK: O,C.S.8.M. 3K 30 68 1978 M.S.L. ELEVATION --122.366 1.6 MILES SOUTHEAST ALONG PACIFIC COAST HIGHWAY (U.S. 101 ALT) FROM THE CENTERLINE OF THE POST OFFICE IN CORONA DEL MAR: 67 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 45 FEET SOUTHEAST OF A MANHOLE THAT IS ABOUT 2 FEEf ABOVE GROUND AND MARl<ED LBCWD, ';'11TH A 6 !NCH BY 6 FOOT BENT PIPE ON THE NORTHWEST SIDE OF THE MANHOLE, SET !N THE TOP ON THE WEST SIDE OF A CONCRETE CRADLE FOR A 36 INCH PIPE, /\BOUT 7 FEET LOWER THAN THE HIGHWAY. I. o· -:,· D~1· ,-" •"LANN,N'3 D ocs,sN a CONSTRUCT,ON Curb W•d=n"1ng -N""'""PO"""I', Co""·"""' o.-. R-5819--S l:'c~·,· THE BEAR 1 NGS SHOWN HEREON ARE BASED ON THE BEAR l NG BETWEEN _ -:. =:i , ,;;;;; -s;;, vv 1 ~ ""'"" l 1 _ a o.c.s. HORIZONTAL CONTROL STATiON GPS NO. 0385 AND STATION GPS I" '.,I OJ No. 7753 BEING N 44•17•22· w PER REcoRos oN FILE iN THE oFFrcE ----1,-----------------·-t---1---1--7-________ o_Ar_E-1 L ~ 0 14725ALTONPAAKWAY TR 16164 (a portion of TI1V'I 15157) b----sH_E_rr_--11~ OF THE ORANGE COUNTY SURVEYOR, MISCELLANEOUS MAPS, RECORDS OF DRAWN BY·. JMM 05-03 tR'<1NE,CALRlRN1A926l8-2027 " ORANSE c9uNTY, CALffORNIA. C Cl N 5 Ll LT!t-.J G 949.472.3505 • FAX 949472.8122 • ,r.,wIBF.com NEWPORT COAST, CALIFORNIA :::-~ ~ :,: ==L.1:1\==:=AD=D=[D==IR=WD=A=P=PR=O=VAl==O=F =Fl=i =RE=l=OC=A-=, !=ON=· =========1=&==3 =· =:=====:=6/=1=3/=0~=, :..-D_E_SI_GN_E_D_B_Y_: _R_cH_+ ... 0 i'"";""1~- 3 -l/ :l:-:-1::z 975:aa DATE: ~ ftf!' crrv OF ~EWPORT BEACH u ~ No. REVISIONS SHT. Nos. APPR. DATE CHECKED BY: rec I os-03 1 / ,LARRYD~ TODD -RCE NO. 35569 OF 4 l :o-b,======-=, ===========-=='===============~==~===~""""""======'~~=:===:!.===~,;,;,;;;,;;~~=~=~~~~======~~,,;;;;;;;;;,:;~=~~==~--~------.J.....-......;........JI :L 7'' ' ,r Cf' ...!: ' ...... \ ,.,. ...,, I ITC IT' _j l I ~ N'LY R/lV Ii)_ I 133' S'LY R/W g• 44" -9=-=+--------"4""-4_' ------~9.:.__~ _2-: '--"---l------------'=-------t 1/4" I I .Lrr I 9.5' l\!ewport Coast Drive (EXISTING IMPROVEMENTS) Section A-A (PROPOSED \'i!DENlNG) STA: 34+93.71 TO STA: 36+43.36 Newport Coast Drive Section B-B (PROPOSED WIDENING) STA: 36+43.36 TO STA: 37+34.92 48' Net'\fport Coast Drive (PROPOSED \'l!DEN!NG AT) STA: 34+98.71 S'i-Y R/W 'tl I 9.5' rg LOT 1 LOT 2 -- m a: 00 :::, "' u :::, u C, w (fl f-0 "' n.. ~ 0 X "' w [L Nei'IJport Coast Drive (PROPOSED WIDENING AT) STA: 35+48.53 (PROPOSED WIDENING AT) STA: 35+98.92 TRACT 15597 BOUNDARY LOT 3 I I I. LOT 12 ' !J~TRACT 16164 // BOU!'i'DARY \ lnde,t Ms.p S'l V .. R/ w S'i-Y R/W SCALE~1 '~100• Ill. I 9.5' DflAWN BY: :n' Li.ii • m! '.31 Zit--<sl Ll ~1<n ...J-01 0 X w 1--'W ., (f) :::>' ~' 0 UiZ ~I "-~iD 0 0:: m;--:i Wi !l. I / I I / 47.98" ! g' Ne1t,1porrt Coast Drive (PROPOSED IHDENING AT) STA: 36+48.28 (PROPOSED 1/JDENlNG AT) • STA: 36+99 .44 Street Construction Notes Quantities 0)-SAWCUT 12" FROM EXIST EP AND fl[MOVE EXJST AC AND 8" CURB AND GUTTER , .. , .... , .. , , , . , . W CONSTRUCT TYPE A2··8 CONC. CURB AND GUTTER PER PFRD STD . PLAN 120-0-0C OET Al L SHOWN ON SHEET 2A 0)--REMOVE EX[S1. PCC SlDEWAL!< .......... , . , ... , , ........................ , . , 0--COMSTRUCT CURB ACCESS RAMP PER DETAIL 'A" ON SHEET AND PFRD STD PLAN 1115 TYPE 2. SHOWN ON SHEET 2A . . . . . . . . . . . . . . . . . . . . . , . . . . . , . . . . . . . . . . . . . . . . . , . . . . . . . . . ®-CONSTRUCT 4" PCC SIDEWALK, FINISH TO MATCH EXIST ............................ . ©-CONSTRUCT DEEP LIFT AC TO MATCH EX. NEWPORT COAST DRIVE SECT!ON . . ................ . (j)-lNST~LL ",R~I-STOP" !ND "R-41-RlGHT TURN ONLY" TRAFFIC SIGN LOCAT!ON PER PFRD STD PLAN 1409 DETA,L SH01,N ON SHE~T 2A ............................................ . ®--CONSTRUCT TYPE: A2-6 CONC . CURB AND GUTTER PER PFRD STD. PLAN 120··0-0C DETAIL SHOWN ON SHEET 2A ®--CONSTRUCT TYPE A1-8 CONC. CURB PER PFRD STD. PLAN 120-0-oc DETAIL SHOWN ON SHEET 2A ...... . ®--PROTECT !N PLACE C§:'J-REMOVE 0-ADJUST TO STANDARD LOCATrON BEHIND PROPOSED CURB 8' 5;1 _y R)W S'LY R/W SHEET INDEX, TYPICAL SECTIONS, 320 ,x 320 LF 275 LF 1 EA 2200 SF 1240 1 EA 6 lf 70 IS PROJECT NO. I i l I I ~ PLANNiiNG fJ OEEIGN D CONST!~UCtlON CONSTRUCTION NOTES AND QUANTITIES FOR DATE ,JMM 05-03 CONSULTING '!4725 ALTON PAnhWAY iff.,'INE, CALiFORNiA 92$18-2027 S49A7:22505 " FAX 949.472,8122 ~ www.REF.ccm C b W.d . N .I, C ii D . R-5819-S ur I en1ng -et'Vpor, oas. r1ve1------- sHEa NEWPORT COAST, CALIFORNIA DATE DESIGNED BY: RCH 05-03 I DATE TCC 11---r-------------r--r----r---i::~~::.!.:._---4~_;:_,j ,_· r ;;=, c:r~ ~J.AARJ;,AJ'. TODD 7 &b·0:,-0:;J DATE: as 22 03 R.C.E. NO. 35569 crrt OF f\~EWPORT BEACH OF 2 4 NO. REVISIONS SHT. NOS. APPR. DATE CHECKED BY: 05-03 T" \ ...,., 1.:1"> ~ ' \ '\/"'-, " C " L D {' "' C ~ 'Z ~ i•J 'J' 0 , ·-. U) ' :z. '° ' ~ ,rt 0 ·-,s .a 0 s n ~ 0 {h n 0 '° / c--: i 0 u z / " Ld Ld fl'. r VI / Ld > 0 fr'. il '.2 / 0 --;:'> Cl ,/ st 0 n 0 "' •,t r.,., / <( ,. <( 0 ,,_ / ::c ,I J • !:_OJ§.; A3-6 AND A3-S ! lit\. !}lllotllSICK~ t.1'<€ .. i;.t.$!/1'f0 I!,! m~:<ES l:,. •c~· iS 'l'l'I[ <.M;r W;Jlill[II , .. 1'1;1f t\£:,.11i!al!i.'nt'III l, •10•1~ i:4"<1 .. ~HS t1.tl!tt!1'M: $ff.l:\flU) ,t TTft'.S Al. ~:t, ;U "''10 ~I 6<':S et,~$1".WCt!~ Q~ J"O!'!il.-'-~t a:.El.ttlfl C()"'(Rf.H \. 1"1/l'li'. 01 f~ CCl'il:rfi'n!CTEl'I O~ASr.1.1,1.t COIICl'ltTE f ~~ ..... "I t;l/1!8 l!a.W.t et MCtls!II(!, M'ffl, tC<Wl::I.S ,a S"O'<l'll Oil w,1fH Ml tM:l~~ A"'l>l"!;!\I~ !IT l><i!. [Jo:Gil![[I! 'l: G~~ 111'!1.U. at "l.:.:11$Ull[Ci s.t tol'le U!,!I: <lT T<.lr r,,-(;1.1116 IS, AU, l:>:f>i!ff::) Ctl!!l~tl!3 o;; ioct cv~a~ A~C GlJH[~3 rn fl!' ~OU,,,1/Cl'l oit!"r>J A va;• '111>.DllJ5 D1-6 AND D1-8 Tho fo!iowlng Standor-d Pions for Fublic Works Construction, 1994 Ed!t!<m, of tr;o A.fliedccn Pi..,blic works Asserc1otk;,n !Southern Co!Ifornla ChoDtEwl one Msociatod Genaro! contr-<1ctor-s of Ccl!forn!o iSoutherTi Collfornlc Dlstdcts.l nave tieen adopted by £MA wlth condiWms whlch ShQ!l opp!v to EMA use. Th8 conditions onz; listed below, APWA ~ !26-0 EMA tt !20-0-0C Nome and Conditions L Tvpo A~·> Floes usp!":o!t conc,ete .sixTcc no P .G.Co gutter. 2. T·vpe CH, T ocK A.C. povemsnt with cwtsifiec osphnli" roTe of 0.05 gcnon.lsq:;an;: yci-d prf:_;,r to p lac fn9 A,C. curb. A!ter11ote D! curD rooy be cons"'ructed uslnv o better-of 6:12 and 5"' top widi•h as sriuwn oerow 3. TABLE: or CURB TYPE AND W FOR USE WITH EMA STANDARD ROADWAY TYPICAL SECTION OLD APIVA £MA STO STD 120-0 ''W" TYPE "A" />.3 8 I' TYPE ~A-r A'2 -8 2· lYPi!: "8" Cl -8 --- TYPE ~a~!" Al -8 --·~ TYPE "D" A2 ~6 I' -6" ' ' 01 4. R:epiOCB fcnrer EMA S.P. 20!-SHEET l CO~<CRET£ CURB TYPE "A~ 20!-SHEET 2 CONCRETE CURB nn: ~ A-2~ 20!-SHEET 3 CONCRETE CURS TYPE "B" r'l 2DI-SH£E:T 4 CONCRE i£ CURB TYPE: "D~ 201·SHEET G ASPHAl_ I COi'-lCRE.iE DIKE ~,¾">f, e,· -, . r1 !lATITR 6:!2 w ~ ~ ""~'" -~vr~,_:./ // / /,,5:,~L ALTERNATE Dl-5 & 01-8 ORANG!:: COUNTY ENVIRONMENT AL M.&J.!AGEMENT AGENCY ~ STD. PLAN fa);(: ~ ~Df)fO--,,~dw~zAA-(i'/1,,"/;r?°AJiicW;::u'"" : .,1001,'\"a-!: R~, '1!-!~31 R&vl=, !<~t, 'ii& -S~G 120-0-OC : APWA STANDARD PLAN -CURB AND GUTTER-BARRIER $KT. I OF l CURB AND GUTTER DETAIL NOT TO SCALE rvpe: " I 5' -- !Bot-tom of R!0 SHOULDER LOCATIONS PARKWAY LOCAT!ONS "'8' 1'liofrrum !f c:~slgnoted btkc troll. NOTES: L Sea S!1ouldar ond Pcr-kway loco'tlori detoils i'o1 st<:'.;:ndaro mount/no ht:iQhts. E:xceptlans shou!d be rood€1 to, ovofd sight r,e,stdctlcris or undes!,ot;,le conditions, at ths <lfrectlor, of the Engfn<:'ler. 2. Who11 supplemental i::,,!ate Is used, the 4' m.,untfrio hAigh* shall $uper.sedt'l the 5' rnount!!"IQ neiQht at :;,houlder-!ccctlons 3. Ser: th0 latest State nf Colif, Troff!c Monwol for Rl. RI, Rl0, Type K ond Typo fJ <letdiis. S.lr,;in she!! be a!i-tO.Mcrd lS-lze unless otttar\111.s:;l notEtd-RI ond -rype t-J slgns shall b~ faced w'.th HIQh Jntonstty, Supar f':n.glfloer!ng, or equ1vo!ent on1do r,;.fiectlv~ rr,:;-te,;-lcil, ITY.J'eTlnQ Stai"a of Collfornlo Ottp't. oi Trar:spcrtotion Standard Speclffcat!ons, Sect/or, 718, Ret!ective Shee-t!ng. 4. Pot"kwoy ond shoulder s!gns hovlny a hor-iz.ontal wk.ltf'i 48" or yr eater shall ba duai~post rrounted. SIQns less thon 48~ 1n wkH~ shaiJ bo rrioun-tEfC on a slrig!e, po)';'t, Posttsl sholl Do sq. perforcted stool tubhlJ ~•it-h br,s.ckoway base except \I/hen mounted on soma post os street name sign. See pton view for ongulcr plocerr.ont of signs, See STd. Pion No, !417 for" squcr-e µ<1rfor-otod steal tublno deton. 5. Advonco Str-ee-T NO\'J1s:t s!Gns ploeed !n medlons shoH be 2' from +he ,;9dge of the iravelad wo.y, end be !ocote-d opprox. 300· from tr,e lnie-rsec'rion or· !00' tr-om the bi:i!JlrinfnQ of o left turTl pocket. Sl,;in mounting ht.lght sha!I be 5' <lbove median surface o, os <tlrected by the Engineer. Pos-~£ for Advanced Street Nc:-ne Signs S!'1cil be sqw;;,re parforoted steel tubing or 4")(4" ,·od1A•ood, 6. SizfnQ of RI ( .. Stvp~) 51gn.s: 2'4"-locc! to !occi ir:ter:;:ectio;-,. with !ow cp.:,roccr, spEaoCl end good vislbilitv. 30"-stcndcr-d size, 35 .. -wher& tho cpprooch wi(lth is ;ireoter th.::in 30', duot sig/1s sho!! be w;ed whore ther-e Is o raised mc<:lfor. Or',d op;:,n.mch width Is croote,-the:. 30'. 45~~..rnero the Engineer ceterrn!nes 'rhere is derr.oristro-!'eCi er po+ent!ol occk:iarit prot>Jom. PLAN VIEW STD. PLAN TRAFFIC SiGN PL/1CEMENT 1409 l TRAFFIC SIGN PLACEMENT SHT.20F2 '-' TRAFFIC SIGN PLACEMENT DETAIL \!.) NOT TO SCA!£ • LOCAL STREET -~-~---~-~-~-a-~-~- ., See Note 2 See Note 3 5' min. :-.ct to $)(C99(l 7' (A!so r-efer to Notes l.0 & i!) See Nc-,Te 2 f See lio'te :3 8.33% r...1ox.~ -----..___,_ ' '', !>- 8 . .33/4 Max, ORANGE COUNT( PUauc FAClL!TlE$ CURB RAMP . I r r Ex!stlng 2"-I -SCR ;i I/ I ·/ W?J ""'"q..1--- SECTION C-C SECTION D-D ORANG2 COUNTY' PUBUC F'AC!UT{ES & Rf'.SOURCS.S 1115 CURB RAMP ';3. Type 6 nho!l not Do used c-r ioccrtk:n.s w!"!ere rrt:lJ'ked cr-csswolk exists ln berth d1:-actlon&. lEL l1' depth of iorv::!lt\Q, ls IOSG Thtlri 4'. the mox!trum .,;irodlen't O."t the fiorad side slops s.f-ioil not ~x.:eed 6.33%. in no lr.stCl'leo, howl3var, snoH the-r-t0:,drrum f!:::r-ad s:lt:Ja s!opa exceed 10' (soe Nerte t;alow). The destcn englr.eor shall date!°'m!ne end desi;;inot-~ ~tm:;o,stor, on tho plans. ~ ln isiOroo coses \I/hara "the street grade ls steep, tho S.33Z er!ter-!o would· require c substontlci -tn:tr.s!'rlon tentrth for the flcrod side s/otis {frons!tlotl from Oyhe!ohT curb to sTandor-d holcht curb). L!ml'tlnc t-ha' tronsltlor; length to ll'l' wm m!nJm'ze. scrf5ty lm:,c~t to the ove>r'Oll i:;,w:,n,::. A s+onctord i,01,;;in-t eur-b & ,;,ut .. ter provfd{:S The foliowin<i sofsi·y fe!l'turos: Mwln"!"clns rood'riQY drolm;ga ot tno flowline !oc:-rtron. Moln'i'olns voh!eulc:-;rroff!c flew. and sofety ot cur-b r-eo;-1.u·Tis end POi"k11>,uy area. Proi ec'rs psdestr!.01'\ from .. mhfcu!Gin trcfflc. Subpart ,<>., Sac:tron 3G.30Z{ol ""Modif!cctlans in Po:lcias, Prcctlces, c:ir-Pro-cr::tdurei.a_., oi the "Americans with O.!s□D!Ht!<S:.s Ae't" IADAI ar.d s~c"tfon 44.Silf) of the Co:l!fomlo GovarnmanT Code c!lcW/5 modl-f!cotkms "to th& r-oqulremant-s !n order 'rO mcll"ltoln overcin pwbHc scfei"v. !!. At hllhs!de devoiop:rl'!!nT, s1T"&st ori::da co.-i be o:s s'foep as 6% for or-ter-!c;!l hlghwavs on::! 101. for loc:cJ G1reets. To rnolnt-o!n or. 8..3'.3;-; rG~ would require a subs{·cntlol wo!kwoy trcrmltlon ieng'th. !r. ca.so,-;; where the sTr-eat groda ts staeper than 2..33Z, Jt wou!d b@ !mpcss!bfe for the t,onsltlon curb or "trorm!TiOt"! wclkwov t6 Join tha norm:il hefght cLwb or slcewa!k. fu:"'Tha:"'rnor-e, i-he aep!"<eSSed walkway woul::1 cri:.cTt:i scfetv lszuos such a:; a water pcndlflC behind the c:-urb o:nd o sHTn't'ion pr-oDlem en The stdawalk. Hence, rrocHtlco:tlor. to +110 AD-A requlr-e:'l'IGn'l' ls allow.sd peF Sub~ort A. Section JG.3!32ta) o-t' ·me ~AOA"' and Sactlon 4'15Hfl of the Cal!fornlc Gov~mrmnt Code, ORANGE COUNTY PUBLIC F ACllJTlES STD. ?LAN 1115 GROOVING DETAIL eroded Slope 2:! mox Unocvsd rs,.wtace . ,~--4',t.~- DETAiL "6' .. D~ ro'tcofit ~oris'truc+lon er ecsa:s wt,&i-~ ·th8 n,tafr.lnr;i C.:'Jrb rrust be consTructed rnslae oxisthiQ rood R/W. o "Beck of Sicewalk., tr onsH!on is rEiQulr-od tsaB Q!awrom bo/::lw) to d!i-ect psctesTr!cn tn:,f·flc a;cun.a The re'tCi'"linQ CUr"b. DETAIL "C" .,.., 7.S' tron.s.itron !engi-h for· s-tro!QhT skJ&wotK ci!gomant. kt cur't, r,:c;'!vrns, Trd.r"!.sftlor-. !an1;rm eon te,..ir.lno'te a-r &Crt/Ef:R, pr-ov!o1;10 it !s n~i" ross -r.-la:'l 5'; ott,5rw·1~a, 'th;:. roTclnlng curb mus-i-<:IX'tend Ta the BCR/ECR Chd -the 7 .S' iTO~,s!tlon lm"!Qtt"\ OB used. STD. PLAN 1115 GENERAL NOTES : 1--X:::8.0' on curb wlTf' 8.0" curb; ·foe~ rm-lQMt, X>:<6.2' on curb wltn i3.{:J .. <.::wf"b foce hel<;ht. 2. The ror;p shoF hove o :2~ wlde border with ¼ " Jr-coves aopr'O!'t1mc:tely % " CC. See grcov1no dti'i'd!l. 3. The rorrp surfcco sh,::;lt hrive a -tronsvsrs!:l> b;oorneO su:-fac.e ·roxture. 4. Use dcti:il! "A" lf ex!s+lng surface boh1nd Right-Of-l'!cv ls ::iovsd. 5. Use deTd! ~eK er "'C~ !f • e:x!stlriQ sur-foca be-r,ind R1Qh1"'··01-Wny !:s un;;:cv-,c. 6. W.:3,0' to reiTllfh ex!sTbQ s:oowo111s. New cons--rrLCtlo.i sno:1 mtnnta!n the sto:idcrd strsol" crossfaiL 7, A UikfooT m1rilrn..1m Gut+e:-EdQe Trcns!tlon ls reqv!refd bs"tween the A-2 QU'!'-tar-<B.33i'; moxJ O>Ki tho Curt ~nmo Gutn,r !51/. mo...-:, ,Z:"QC)ant, cs shown on r:iooe-6. Curb Rorrv Gwrter) -to 1nv:irc'.,.e vs:ircu!or , fdabWty. At c:wrb retlirn IOCC-T!on, tra.7S)tk)t1 Sheil ~a to 'tMo BC!'< & £:CR. 0 C-wrb Ror~ ® nor0d :;;·de S!Opt!S ,am © !.and!ng Arao f__Q ® C:..irt, Rarrp Gu-tter £doe 'J ---® © Cu-ri"ar (doe Tronslt;on 8-. For ccns'fruction cf curb rcrrp on er, exls:tlrog walkwoy OFCO where soaca-llrr:!to-rJon pr-onfb!ts 'the usa c,f 8.33X 0:12J slc;::ie, o s1-csper slops cori be used tFedercJ Register/Vol. 56, No,, 144/Fdd::iy Jutv 2E,, !991. $action 4.!.6 C3Hcn. C A slop~ betwe~r. lli'1.12i% i!:10l ond S.331/. Od2J is o1Jowed fo; a rr,c;:.:lrrum r!se o'f 6 lnche.s. Ull A .~!ope bot-·,u.>en !2.5% !l:5) anci 1.0% /l:J!Z) \s a/lowed for a i'f.C:dftlJm rJsE! of 3 ir1.crscs. A stop& st-eepor than 12.s:: O:Bi ls i'lt>'f a/Jowed. STD. PL.ll.N 1115 STD. PLAN 1115 Sfl"T. G OF jJ CURS RAMP CURB RAMP ~,_c_._~_R_B_R_A_M_P_D_E_T_A_IL_ V NOT TO SCALE I l 11 ,I ~ I ' I I ! l l I L I I ii I I I t l I SEE PROFILE FOR • TC ELEVATi!ON +63,83 , 82.73 Rl!JHT 1 \ .: I ;!EE PROFILE FOR +61.34 EC ·1 1.24 R!GH, ! I 3~+61.38 BC \ 102,55' lll,,t:T Ji! i.N EX ! ST .l CURfl & GUTTE~ 40' I I SEE PROFILE FOR IC ELEV AT JON .14+74,93 66.00 RlGHT (,\ \..'. 0 I. SE£ PROFILE FOR TC ELEVATION 34+98.7i ECR 57.50' RIGHT a• CF 14.46% I J ------- ' 34+98. 71 \ 66.50' ~!GHT j;;\ ) a• CF ./~ ~,A-/ o• CF\ \ NB/PORT COAST DR l VE~ RIGHT-OF -HAY r•-------.:::~--1 g CF VARIES FROM 7" TO O" DETAIL "A~ GRAPHIC SCALE: 40' I --'-~I. __ 32+00 . I ' ' I I I 34 I I TR. 15697 I ~--ADDED l RWD APPROVAL or FH RELOCATION LL_', .. j Profile _sea.le HORIZ. 1 = 40 VERT. ,·~ = 8' 1 & 3 -I __ SHT. NOS. APPR. -- 37 DRAWN BY: JMM DESIGNED BY: RCH 6/13/03 DATE CHECKED BY: TCC o:i co f:'.! z w ::;; w > 0 "' 0.. =, t:i z w (.!} z ;:: VJ x w z 0 .., w ~!-"'-"' • tr: _"!'!(>en .. _ ' • + oi"'' r--mi"'J, I"') NU): DATE 05-03 DATE 05-03 DATE 05-03 I i I I I l I I I I I I I ' I I I l ' Street Construction Notes l I I I ' I I i I i ' i I ' I I l I 0-SA~CUT 12" FROM EXiST EP AND REMOVE EXlST AC AND 8" CURB AND GUTTER ®-CONSTRUCT TYPE A2-8 CO~JC. CURB AND GUTTER PER PFRD STD. PLAN ·,20-0-oc. DETAIL S~OWN ON SHEET 2A. G)-REMOVE EXIST. PCC SJOEWALK ©--CONSTRUCT CURB ACCESS RAMP PER DETAIL "A" SHOWN HEREON AND PFRD STD PLA\: 1115 TYPE 2. DETAIL SHOWM ON SHEET 2.A, ®-CONSTRUCT 4" PCC SIDEMLK, FINISH TO MATCH EXIST. CD-CONSTRUCT DEEP LIFT AC TO MATCH EX. NEWPORT COAS1 DRIVE SECTION. (!)--INSTALL "R-!-STOP" AND "R-41-R!GHT TURN ONLY" TRAFFIC SIGN LOCATION PER PFRD STD PLAN 1409. DETAIL SHOWN SHEET 2A. @--CONSTRUCT TYPE A2-6 CONG. CURB AND GUTTER PER PFRD STD. PLAN 120-0-0C. D~TAIL SHOWN ON SHEET 2A, ®--CO:,STRUCT TYPE A 1-8 CONC. CURB PER PFRD STD. PLAN 120-0-oc. r:-.. DET Al L SHOWN CN SHEET 2A. \.£:.)--PROTECT IN PLACE I ' I I I I I I I I ' l I I I E a. {p'\,...__, Pr"lAf'.\/1 _._ ,.--~~~~'\_.,__ /~~✓..-,r·v-v-v-v-v-v ' \....._ I rci /\ \ G)-AD.JUST FH TO STANJARD LOCATION BEHiND PROPOSED CURB PER IRWD STD DWG W-6 '1 II C') Lll , ~ o ~,__.,,,_,_,.A._~'----".-~~~~/-✓--~~ '1 ~~ ,, I ,..., • TANGENT DATA LINE I BEARlNG I u I N13'53'07"E I C\.RVE DATA CURVE DELTA RAOJUS Cl 03•44 '4f' 20.00' C2 88'16'47" 40.00' ---· C3 05'31'31" 1557.50' C4 07"08'20" 505.25' C5 03'38'31" 505,25' DISTANCE 4,24' LENGTH 1.31' 61.63' 150.20' 62.95' 32.11' TANGENT 0.65' 38.82' ... 75. 16' 31.52•--! 15.06' I iz !::'f l~.J :'( 0 -:, C) 5 0 en t0 0 (D ,_/ N i 0 Z) z ,/' a- t1J l..w '.Y r·-· [/) / CJ > 0 Q:'. o_ ~ '/ '<\ f-~" " "i:7°' \\\ 7~ '~ \\\ 'fC::'. ~.:.,.s -; -P, o<--z:.~ -I ,:-► ,:;::: 'Z-~ ti\ <t:; ~ " CL 0 . f-0 .. J ' ' i I ~ A. ALL TRAFFIC CONTROL WORK FOR CONSTRUCTION SHALL CONFORM TO A.P.W .. ~. "W.A.T.C.H .• HANDBOOK AND CALTRANS MANUAL OF TRAFFIC CONTROL. LATEST EDITION, AND CALTRANS STANDARD SPECIFICATIONS AND STMIDARD PLANS, DATED Jlfc. Y 1992. B LANE CLOSURES SHALL SE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE CITY OF NEl'/PORT BEACH . ' --PUBL! C WORKS INSPECTOR. LANE CLOSURES SHALL NOT OCCUR BETWEEN 7: 00-9:, OOAM AND 4: 00-6: OOPM. C. SINGLE LANE CLOSURE TRAFFIC CONTROL DEVICES SHALL CONFORM TO CALTRANS STANDARD PLAN No, T-11. D. EXACT LOCAT !ON AND TYPE OF CONSTRUCT JON S !GN ( S) SHALL BE AS DIRECTED BY THE C !TY OF NEIi PORT BEACH PUBLIC WORKS INSPECTOR BASED ON CONSTRUCTION CONDITION. E. CONSTRUCTION TRUCK TRAFFIC MERGING INTO TRAFFIC LANES SHALL BE BY USE OF FLAGMAN AND APPROPRIATE S!GNAGE. F. TRAFFIC CONES FOR NI GHTl ME USE SHALL BE INTERNALLY ILLUMINATED OR BE PROVIDED WITH 13" REFLECTIVE SILVER SLEEVE, G. CONTRACTOR SHALL REMOVE ALL TRAFFIC CONTROL AND TEMPDF/ARY SIGNING UPON CO,'.PLET!ON OF CONSTRUCT! ON. H. MAINTAIN 4: 1 SLOPE BETWEEN EXISTING PAVEMENT AND ADJACENT EXC~.VAT!ON AREA DURING NON-WORKING HOURS. -' 4p• ' I / / C --·-----··--~-~ ...... ------- SERVICE ENTRANCE SEE GENERAL j. NOTE "E" 100' BUFFER 20· o' 40' BO' GRAPHIC SCALE: ,~ = 40' . . ~tiITffi'b:i,;" ~~· --·- @(~"<-'f.'i D. :~~ --,--1 ...... ~-<'.>~ ~ !:::! " V ';;; ::t: ~I DATE ~ No. 35569 ;:.,.;) JMM t Exp. s-ao-ro l} DRAWN BY: 05-03 .r/', ~1v11 ~ DATE DESIGNED BY: RCH 05-03 ~\,\\l:i DATE ' NO, REVIS!ONS SHT. NOS. APPR, DATE CHECKED BY: LOT 05-2:J .• ' 117 '--· FOR GENERAL NOTES AND DETAILS SEE THIS SHEET. PLACE OR INSTALL CONSTRUCTION TRAFFIC CONTROL SIGNS, BARRICADES, CONES, FLAGTREE OR FLASHING ARROW SIGN, AS NOTED. PLAN PREPARED BY: !"LANN!NO • DESIGN C CONSTRUC:T!ON \ I ' I " ,- t <l-0 .,l ' TRAFFIC CONTROL (TYP) a d ::r: --C 2 m ~ 0 0 b 0 CONSTRUCTION ARF.A CHANNELiZER (SURFACE MOUNTED) CONSTRUCTION S!GN(S) AND POST . ' , : ;) ~ \ ) BARRICADE (1YPE II) WITH SIGNS WHEN NOTED FLASHING ARROW BOARD SIGN (FAS) FLAGTREE AND SIGNS --·~ " "' PLAN FOR PROJECT NO. Ii ·1 I I I I ' ' I • I ' i I ' I I ~l'o;~ Curb Widening-Newpor'i: Coast Drive R-5819-S '. ~J TR 16164-(a por'l:ion of TIM 15157) I l4725 ti-.LTON PARKWAY SHEET 0 !:l tl IF!i/1.\:C, CALIFOP.NI.A 92618-2027 NEWPORT COAST, CALIFORNIA l CONSULTING 949.472.,3-".JJS " FAX 949.472.812.2 ~ wwwR8Fcom 4 ;;J__:fEfj;✓~ ·-; Ot,,-O'fi,-03 j CITY OF u\~E\Hf PORT BEAC~-il DATE: 65--2;,-WC LbRRY D. TO[)El R,T.E. NO. 0039 R.C,E, NO. 35569 I OF 4 ;.:~3 j, ~ t$:. ~ \s•.,,