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HomeMy WebLinkAboutT_5906_SGE~ERAL NOTES: 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE 19. REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1997 EDmON {GREENBOOK), 2002 CALIFORNIA STANDARD SPECIFICATIONS, AND CALTRANS STANDARD PLANS. 20. 2. EXISTING UNDERGROUND UTILmES ARE SHOWN PS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL 21. LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES. 22. 3. ALL EXPOSED CONCRffi SURFACES SHALL CONFORM IN GRADE, COLOR, AND FINISH TO ALL ADJOINING CURBS AND WALKS. 23. 4. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREET AND DRIVEWAYS. 5. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN· FIVE (5) FEET CITY OF NEWPORT BEACH AND STATE STANDARD PLANS SHALL TAKE PRECEDENCE OVER ANY CONFLICTS EXCEPT FOR STANDARD PLANS AFFECTING UTILITY COMPANIES, IF THEIR STANDARDS ARE MORE STRINGENT. NO CONCENTRATED FLOWS ACROSS PSPHALT PAVEMENT WITHOUT CITY INSPECTOR'S APPROVAL. ALL STREET STATIONING REFERS TO CENTERLINE OF STREET. ON ARTERIAL HIGHWAYS, THE HINGE POINT FOR ALL EXCAVATION OR EMBANKMENT SHALL BE A MINIMUM OF TWO 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 JULY 2002, AND APPROVED BY CITY OF NEWPORT BEACH ENGINEER. arriott on Ian a Profile for the ~ rive y E ~tr an c ~ ~oast Drive esort ewport IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 6. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK PS DESCRIBED IN NO. 5 ABOVE FROM CAL/OSHA. 24. 25. CONTRACTOR SHALL VERIFY ALL CONDmONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. SURVEY MONUMENTS SHALL BE PRESERVED AND REFERENCED BEFORE CONSTRUCTION AND REPLACED AFTER CONSTRUCTION PURSUANT TO SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE. (Station a p rti 2+0-~a 7 /16 O' East of Pelican Hi~; of Vesting Tentative Tract Ma oa 15157 7. WATER MAINS SHALL HAVE A MINIMUM OF 30" OF COVER FROM SUBGRADE. 8. ALL CONCRETE SHALL BE 560-C-3250. 9. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS AT 644-3106. Marriott's Newport Coast Villas -Stage 2B ~ (L 0 Q_ _, _, :::> u_ <I: "' 10. THE FIRE & POLICE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 11. THE DEVELOPER/CONTRACTOR SHALL HAVE A COPY OF THE CURRENT CITY OF NEWPORT BEACH STANDARD PLANS ON THE CONSTRUCTION SITE AT ALL TIMES. 12. THE DEVELOPER SHALL TELEPHONE CITY OF NEWPORT BEACH PUBLIC WORKS AT 949-644-3311 AT LE"5T 48 HOURS PRIOR TO STARTING CONSTRUCTION WORK SUBJECT TO CITY OF NEWPORT BEACH INSPECTION. 13. CITY OF NEWPORT BEACH ENCROACHMENT PERMIT REQUIRED. CITY OF NEWPORT BEACH APPROVED PLANS DO NOT RELIEVE CONTRACTOR/DEVELOPER FROM RESPONSIBILITY TO OBTAIN ENCROACHMENT PERMIT, WHICH SHALL BE AVAILABLE ON THE JOB AT ALL TIMES WORK IS BEING ACCOMPLISHED IN THE PUBLIC RIGHT-OF-WAY. 14. ALL CONCRffi CURB AND GUTTER FLOWLINES SHALL HAVE A MINIMUM OF 1% GRADE. 15. ALL DAMAGED CONCRETE SIDEWALKS OR CURBS SHALL BE SAW-CUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF CITY OF NEWPORT BEACH STANDARD PLANS. 16. DEVELOPER SHALL MAINTAIN ADJACENT STREETS IN A NEAT, CLEAN, DUST- FREE AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION 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 BY DRY SWEEPING OF ALL PAVED AREPS. NO STOCKPILING OF BUILDING MATERIALS WITHIN CITY RIGHT-OF-WAY WITHOUT PERMISSION OF CITY'S INSPECTOR. 17. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET PAVEMENT, STRIPING AND STENCILING WITHIN THE CONSTRUCTION 18. PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDmON, IN A MANNER MEETING THE APPROVAL OF THE CITY OF NEWPORT BEACH INSPECTOR. ALL TRAFFIC MARKING AND STRIPING SHALL BE STENCILS WHICH CONFORM WITH STATE OF CALIFORNIA STANDARD PLANS DATED JULY 2002. AND APPROVED BY CITY OF NEWPORT BEACH ENGINEER. TRAFFIC SHALL BE MAINTAINED AT ALL TIMES AND SHALL BE PROTECTED WITH ADEQUATE BARRICADES, LIGHTS, SIGNS AND WARNING DEVICES PS PER THE CURRENT STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, MANUAL OF TRAFFIC CONTROLS AND TO THE DIRECTIONS OF THE CITY OF NEWPORT BEACH'S INSPECTOR. ~ ~ ~ (L --~ DESCRIPTION TITLE SHEET SHEET INDEX CONSTRUCTION NOTES AND QUANTmES PLAN AND PROFILE TRAFFIC CONTROL PLAN SIGNING AND STRIPING PLAN TRAFFIC SIGNAL PLAN TRAFFIC SIGNAL DETAIL SHEET SHEET NO. 1 2 3 4 5 6 7 Newport Beach, California Newport Coast Planning Area 13A-2 /: 0~ l.rl--®-~-----i--~ ./ ORANGE RTOII YORBA UIDA ----"\ TIIBTII\I SAIITA AIIA COUNTY EL TORO IMBI0!-1 VIEJO ---1/,t-;,· (j PROJECT PACIFIC COAST P/e{Jgq} I Do~I --~PELICAN HILL GOLF COURSE HIGHWAY ~ er~~-~ ~ ~~TIOO ::::.:::: TWll ViJRKING DAYS VICINITY IMAP LOCATDO!Nl MAP 0 BEFORE YOU mG V, ~ E 0 <D 0 f--0 __J ~ 0 0 F' CAUTION THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING ANO MUST BE APPROVED BY THE PREPARER OF THESE PLANS. • NOTICE TO CONlRACTOR: ALL UNDERGROUND UTILlllES OR STRUCTURES REPORTED BY lHE OWNER OR OTHERS, AND lHOSE SHOWN ON lHE RECORDS EXAMINED, ARE INDICATED Wllll lHEIR APPROXIMATE LOCATION AND EXTOO. lHE OWNER, BY ACCEPTING THESE PIANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT lHEREIO, AGREES TO ASSUME LIABIUlY AND TO HOLD UNDESIGNED HARML£SS FOR AflY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILl11ES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE Wllli lHOSE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILl11ES OR STRUCTURES SHOWN AND AflY OTHER UTILl11ES OR STRUCTURES FOUND AT THE SITE. IT SHAll BE THE CONTRACTOR'S RESPONSIBIUlY TO NOTIFY THE OWNERS OF THE UTILl11ES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE EXISTENCE AND LOCATION OF AflY UNDERGROUND UTIUlY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A ScARCH OF AVAILABlE RECORDS. TO THE BEST OF OUR KNOWlEDGE THERE ARE NO EXISTING UTILl11ES EXCEPT />S SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILl11ES SHOWN AND AflY OTHER LINES OR STRUCTURES NITT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RElATED TO THESE PLANS SHAll CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PRO'IIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHAll COMPLY WITH THE "OCCUPATIONAi. SAFETY AND HEALTH REGUlATIONs" OF THE U.S. DEPAR1MENT OF LABOR, AND WITH lHE STATE OF CALIFORNIA DEPAR1MENT OF INDUSTRIAL RElATIONS' "CONSTRUCTION SAFETY ORDERS". n THE CML ENGINEER SHAll NOT BE RESPONSIBlE IN AflY WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE wrrn THE 55 "OCCUPATIONAi. SAFETY AND HEALTH REGUlAllONS" OF THE U.S. DEPAR1MENT OF LABOR OR WITH THE STATE OF CALIFORNIA NTS ENCROACHMENT PERMIT NUMBER: _..;..;N=-20""0::..;:3'--00S=;..;.7 __ 6 DEPAR1MENT OF INDUSTRIAL RElATIONS" "CONSTRUCTION SAFETY ORDERS". CITY APPROVED PLANS DO NOT RELIEVE CONTRACTOR/DEVELOPER FROM UTILITY COMPANIES: APPROVED: DIRECTOR(OF PUBLIC WORKS R.C.E. 36106 APPROVED: TRANSPORTATION & DEVELOPMENT SERVICES MANAGER PHONE NO. i CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOlE AND COMPLETE RESPONSIBIUlY FOR JOB SITE CONDITIONS DURING THE RESPONSIBILITY TO OBTAIN CITY PROPERTY PERMIT WHICH SHALL BE SOUTHERN CALIFORNIA EDISON (ELECTRICAL) / COURSE OF CONSTRUCTION OF lHIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERlY. THAT THIS REQUIREMENT SHALL AVAILABLE ON THE JOB AT ALL TIMES WORK IS BEING ACCOMPLISHED t:, APPLY CONTINUOUSLY Al-lD NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHAll DEFEND, INDEMNIFY Al-lD IN PUBLIC RIGHT-OF-WAY. SOUTHERN CALIFORNIA GAS CO. (GAS) (800) 684-8123 OWNER/OEVaOPER: MARRIOT VACATION CLUB INTERNATIONAL 3130 SOUTH HARBOR BLVD w HOLD THE OWNER AND THE ENGINEER HARML£SS FROM AflY AND ALL LIABIUlY, REAL OR ALLEGED, IN CONNECTION WITH THE g: PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABIUlY ARISING FROM THE SOlE NEGLIGENCE OF THE OWNER OR ENGINEER IRVINE RANCH WATER DISTRICT v, (WATER & SEWER) / (800) 427-2200 (714) 545-4050 SANTA ANA, CA 92704 NTS DATE: I J--·. • J ~-....... ~~-t) SOILS ENGINEER/GEOLOGIST LEIGHTON & ASSOCIATES, INC. 17781 COWAN IRVINE, CA 92714 w> JOB ADDRESS: AERIAL TOPOGRAPHY: PACIFIC BELL (TELEPHONE) CONTACT: THE ESTIMATED QUANTITIES HEREON ARE ONLY FOR THE PURPOSE OF OBTAINING THE NECESSARY PERMns, AND RBF CONSULTING CONTACT: o DOES NOT GUARANTEE THE ACCURACY OF THE ESTIMATED QUANllTIES. THE CONTRACTOR SHAll PERFORM HIS OWN QUANTITY 23000 NEWPORT COAST DRIVE, IRVC THE BASE TOPOGRAPHY SHOWN ON THIS PLAN SET IS DERIVED FROM AERIAL GENERAL TELEPHONE (TELEPHONE) MR. DICK NIEBLING MS. ROZ MUNRO (800) 310-2355 (800) 483-4000 °'a_ TAKEOFF BEFORE SUBMfTllNG A BID FOR AflY PORTION OF THE IMPROVEMENTS COVERED BY THESE PLANS. PROJECT MANAGER 240-1212 ORANGE COUNTY, CALIFORNIA PHOTOGRAMMETRY DATED 9/28/93 BY ROBERT J. LUNG & ASSOC., INC. COX CABLE (CABLE TV) (949) 250-1421 ::,; (714) 662-2344 Sll-------------------------------.-----..L---------------------A===-=======.,,,,,-=========;===-"'1"'=~""9==-"F'==========""'i'-,.""""""""'=""""""""""""'======•====---==.. , , = = = = = = " " " ' = = = = = = = = = = = " " " ' = = = = = = = = , , , , = = = = = " " " ' f l "' BENCH MARK: BASIS OF BEARINGS: PLAN PREPARED BY: (949) 59- "" O.C.S.B.M. 3K 30 68 1978 M.S.L. ELEVATION = 122.366 THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING BETWEEN ~ 1.6 MILES SOUTHEAST ALONG PACIFIC COAST HIGHWAY (U.S. 101 ALT) FROM THE O.C.S. HORIZONTAL CONTROL STATION GPS NO. 0385 AND STATION GPS 8 CENTERLINE OF THE POST OFFICE IN CORONA DEL MAR: 67 FEET NORTHEAST OF NO. 7753 BEING N 44• 17'22" W PER RECORDS ON FILE IN THE OFFICE ;:Ji THE CENTERLINE OF THE HIGHWAY, 45 FEET SOUTHEAST OF A MANHOLE THAT IS OF THE ORANGE COUNTY SURVEYOR, MISCELLANEOUS MAPS, RECORDS OF ,;;:-ABOUT 2 FEET ABOVE GROUND AND MARKED LBCWD, WITH A 6 INCH BY 6 FOOT ORANGE COUNTY, CALIFORNIA. f--BENT PIPE ON THE NORTHWEST SIDE OF THE MANHOLE, SET IN THE TOP ON THE ci WEST SIDE OF A CONCRETE CRADLE FOR A 36 INCH PIPE, ABOUT 7 FEET LOWER ? THAN THE HIGHWAY. DRAWN BY: BTF DESIGNED BY: BTF I ADD IR1,I D AIR.VAC. COORDINATION ~ G>·/(o·03 NO. REVISIONS SHT. NOS. APPR. DATE CHECKED BY: LDT DATE DATE DATE Ill Ill El PLANNINB ISi DESIC3N S CONSTRUCTlClN 14725 Al.1011 PM«WAY lll'llE. CAU'0!ll!IA 9261HD27 C □NS U LT,I N 13 Mlll72:lSl6 • FAX 1MM1211373 • -.1\F.ccm // -- ------: / c....----/ // /j 1Jf-6f-C3 --7 / 1(2,¼_/, DATE: --05-29-03 TITLE SHEET FOR MARRIOTT RESORT DRIVEWAY NEWPORT COAST DRIVE NEWPORT BEACH, CALIFORNIA ' CITY OF NEWPORT BEACH PROJECT NO. T-5906-S SHEET 1 OF 7 JUrf 2@ 2003 ------------ ~ (l_ 0 (l_ _J _J ::, LL <( "' 0 (/) / (l_ 0 (l_ LL _J <( I <( "' 0 (/) ~ E D m 0 >-0 _J C) 5 0 -0 0 [/) n 0 lO / 0 0 z / >-w w Cl". >-[/) / ~ 0 Cl". [l_ 2 / ~ 9 "Sj- C) t0 D lO "Sj-n / <( >- <( 0 [l_ / I ~ 0 0::: ....J ....J ...... ::r: ~ u ...... ....J w a.. ~ "PELICAN HILL ROAD" EXIST. R/W ~ "NEWPORT COAST DRIVE" ---=L:__"'""' ------•- EXIST. R/W The followlnQ 5tondord Plans for Publlc \'/or-ks Construction, !994 Edition. of t11e Atrericon ?ubllc Works A1,sociation !Southern Colifornio Cl7opterl and Associated General Contractors of California (Southern California DTstrlctsl hove been adopted by EMA with conditions "'1"l!ch shall apply to EMA use. The condltlons ore listed below. APWA u EMA :i Nome and Conditions 120-0 120-0-oc Curt, and Gutt-er-Barrier !. Tvc,e A-2. Place asphalt conc,ate surfocin,;r % • above P.C.C. gutter. 2. Type D-1. Tack A.C. poverront with e[IIJ!Sified aspholt at rote of 0.05 gallon/s(lu<lre yard prior to placing A.C. curb. Alternat-e DI curb m:;iy be constructed using o batter of 6:12 and 5" top w!dih as shown below . 3. TABLE OF CURB TYPE AND W FOR USE WITH EMA STANDARD ROADWAY TYPICAL SECTION OLO APWA '"' STD STD 120-0 ... ""' .,. " -8 I' TYPE "A-2" '2 ' 2' TYPE .,. Cl ·B ... TYPE ·s-1· " ., .. TYPE ·o· " ·S I' -s· 4. Replace forroor EMA S.P. 201-SHEET I CONCRETE CURB TYPE "A" 201-SHEET 2 CONCRETE CURB TYPE "A-2" 201-SHEET 3 CONCRETE CURB TYPE "8" 21:ll-SHEET 4 CONCRETE CURB TYPE •o• 20!-SHE£T E, ASPHALT CONCRC:TE DIKE ---'<----,ATTER £.:\2 PAVO.ENT AL TERNA TE Dl-6 & 01-8 ORANGE COUNTY STD. PLAN APWA STANDARD PLAN -CURB ANO GUTTER-BARRIER SHT.tOFl ' ,,__ t----- ""i .L~~-o """' A1-6 ANO A1-8 A3-6 AND A3-B I .OLL 011,tu•~S .01'1'!: .. r.su~ED '" ONC.[S :t. ·u•,s T~[ LA$T "u"'t" ·~ TH[ ou•~NATIOI< l. ·•·,. 2•· u,~£!5 OTH!R•<St s,.,ccmro 4. TYPES"'• "2• d >.'l();:O _._, C,,NST~U<:1[0 OF POOTLJ._,, C[IIE1'T CO•coETE I. OP£ QI t$CQ<IS'™leTEDOf >l""ll.TCONCIOETE I TYP£ co CURO~""'-'-M &J<CHOttD ..,,-M DOO'EUI >S ""°"" Q~ 'W\Tt!&J<VO,., •P1'~0VED_,. ~ME E>«;,NE[q ! GRADE SM...,_ 8>: IIEO.SU!lro AT """" LI•£ AT TOP OF C<lRO & OU, U,OUD COR11£R! ON PGC CU~H &JOO ~vTtEltli TO IE ~-""'!>CO •1TM A 112." ~IDMI ;\ ,-. ., rl ,,.,·a-. I ;:; ~<~~ .. HER) •2 D1-6 AND 01-8 C1-6 AND C1-B "----•A00-110.. .or•· OC IO" 11,~ . ...tN=. ~ROUT£D IN"'-"'£ AMERICAN PUBLIC WORKS ASSOCIATION -SOUTKERH CALIFORNIA CHAPTER m(a.1.Qo.Tmnn£.,..Jl,N;C ......,. COQPffilnv-E ~ ,~ CURB AND GUTTER-BARRIER use 111tH srAIIWIO ~ FOIIPIIWC WCRD """'5TfllCT1 SEE EMA STANDARD PLAN 120-0-0C F,C>R CONDITIONS 120-0 61fiT10Ft """' CURB AND GUTTER DETAIL NOT TO SCALE """ ' \ PROJECT LOCATION PROPOSED DRIVEWAY ~ "NEWPORT COAST DRIVE" \ -- """' _, ____ _ -______ ,_ ------------- LOT 4 ~ "TUSCANY° (PRIVATE DRIVE) ' Plon'tlng or-eo 6" C.F . .___} ________ LOCAL STREET __ See Note 2 -----·- ( Index Map SCALE=1 '=100' I s• C.F. I :::i ~-"' :i:j ~. ~I W' i! I TYPE I If depTh of lar.dlng !s less then 4', f!arod slde slopes =v be 1:icreosed to a lll:JX. of ie·. oe,.lgn ent;ilneer shali dei-erm:ne ond designaTe the dlmens!on on the plons. (Also n,fe, To Note 1m. 21/. Saa Note 3 B l'i?J oT t,./2 --l::::--7tf ~ 8.JJ/. Mox. 5' e"!~·e;i\To ----=c=----..C: !Also :-afar to NoTes rn & lll See NoTe 2 I See Noi-e 3 CURB RAMP 8.JJ/. Max. TYPE 2 lf depth 01' landlno is less than 4'. flared side slopes rn::,y be Increased TO a max. of 10'. Deslon anolneer shall ) detarmine end deslonoTe the dimension on The .ilans. B IAlso refer To Note 101. STD. PLAN 1115 SHT. I OF_ B No. 35569 - NO. - see Note 6 I 0 Vories 4' I Exlstlrio I Rounaed ea,;'\ I .M,,ln,.. I . ?o,kwoy roodwo_v_J__ ~ ,,---------~:,ap of rorrp •:::y=Mci-><:;11 , I y Depressed bock of walk AC _ , See detoll "A", "B', or •c•. ~ ~----' Curb IJ-d"/<• -See cu,b rorrP outter detoll SECTION B-B w I ?orkwav d t ea No,a 6 coo~o, 57. I p. ~ J _, Depressed back of wolk ·-----~ 1-r--------;--/'" See de'l'all "A", •s-. or -c-. 4C ·, j ,' 1Jtt:j ' 21. ·--~ Curb_/ -See curb rorrc guTte, de1"all SECTION C-C See No-re I! 10' Max. SECTION 0-0 ORANGE COUNTY PUSL!C FACILITIES CURB RAMP REVISIONS ~l " STD. PLAN 1115 SHT. 5 OF-8 SHT. NOS. APPR. par :t"YPD I j per Type I TSOeprassed Dae!<. of walk ..---=::: ,. --V,O"'-• PCC s!dewolk B,"'.,"';,'/. SEC.TION R-R 5;: MO):. <1:201 / 12· Sin,et !?acre 8.3:31/. ~( "" '" c,q"'"~"' POvame?'.T Max. (1:12) ,..,-- ' ' ' GROOVING DETAIL ConcreTe outter R/W DETAIL 'C' CURB RAMP GUTTER □ET AIL R/W Graded SICDe 2:! =• -----, DETAIL 'B' • On reTroflt consTruct!on or-cases where "the reTolnTno at.1rb m.JsT be consTT"ucted tni.lde exill'l'lno road R/W, o "Bock of Sidewalk" Trons!Tlon Is required (see dlaoram below) to direct pedesi"rlon tr-aff1c around the ,.eTain!no curb. z~-=--=·-·--=-p>s;,~~~;,l~;O ~u~~-re✓-:'kt(~ln~ eock of ~ ' I ~ exlstlm;i '"'" Curb Rom> •• s!dewclk PLAN VIEW ,.. 7.5' TromslTTan length fer sTrolght sldewalk otlr;inmenT. At curb returns. trmisltlon !en,;iTn can Torm1na1"e oT BCR/ECR, provldeo 1;-!s no't less Than 5'; ctharw!se. the retalnlno cur:;, m.,si" ex"tend To The l!CR/ECR om! The 7.5' Transition lenQ"th ~e usl'ld. ORANGE COUNTY PUBLIC FACILITIES I!,. RESOURCES STD. PLAN 1115 CURB RAMP SI-ff. 6 OF JI 0. 4 1--C_U_R_B_R_A_M_P_D_ET_A_IL_ NOT TO SCALE PLAN PREPARED BY: DATE DRAWN BY: BTF C □NSULTINl3 DESIGNED BY: BTF DATE DATE DATE CHECKED BY: LDT LARRY D. TODD', / Street Construction Notes Quantities 0-PROTECT EXISTING IMPROVEMENT (AS NOTED) ®-REMOVE 8" AC BERM. @-REMOVE AC PAVEMENT. N/A 770 LF 30 CY 0-ADJUST RECLAIMED WATER/IRRIGATION VALVE PER IRl'ID STDS,. 1 EA 150 CY 100/200 TON ®-UNCLASSIFIED EXCAVATION (REMOVE SOIL FOR STREET PAVEMENT STRUCTURAL SECTION). @-CONSTRUCT 4" AC OVER 9" AB. (j)-CONSTRUCT 4" PCC SIDEWALK ®-CONSTRUCT TYPE A2-8 CONC CURB AND GUTTER PER PFRD STD. PLAN 120-0,.0C. DETAIL SHOWN HEREON .. ©-CONSTRUCT CURB ACCESS RAMP PER PFRD STD PLAN 1115, TYPE 1. DETAIL SHOWN HEREON--••. - (MODIFIED PER DRIVEWAY DETAIL) SHOWN ON SHEET 3--.. -. . . .. -.... -......... . 1,650 SF 120 LF 2 EA @-CONSTRUCT TYPE A1-6 CONC CURB PER PFRD STD. PLAN 120-0-0C. DETAIL SHOWN HEREON._ ..... . 35 LF ROADWAY EMBANKMENT. TRAFFIC CONTROL TRAFFIC SIGNAL- SIGNING AND STRIPING- GENERAL NOTES ' l. X=S.0' on cu,-b with s . .i· curb face height-. X-"G.0' on curb wt+h 6.0 .. cu<b face halon;-. 2. The rO."TQ Sholl hove o 12· wide Dorc:ler with V. • orooves approxlm:::itely ¾· OC. See oroovlno deT<lll. 3. TM ron-p surface shall have a Tronsversa brocmad S<.<,-fOce iexTure. 4. Use deTall "A" If existing surface behlnd Rloht-Of-Way Is paved. 5. Use deTa!! •a• er •c• If· exls"t!no surfoce behind Rlgni"-OT-Way ts unpoved. 6. W•:3.0' to n,tro-fit exls+lnc Sldewolk. New consTruct-lon shell m:ilntoln The stcndord streaT cro.!lsfolL 7. A. !0-foct mlnlnum GuT"ter Edge Tronslt)on Is required be-tween The A-2 gut-Ter <B.337. m::ix.l and The CurD RcrTQ Gi.rt"ter (SY. mcx. ,;iradlanT, os shown on par;ie 6, Cll1"0 R,;,ITQ Gt.1Tte<l t-o !rrcr-ova venleulor rldoDllltv. A"!" cu<b return !ocotlon, Tr-ons!Tlon shell bo To the BCR & ECR. DeoTh of LanatnQ / 0 CurD ROl!P R/W\ ©~ JQi. @ Flared Side Slopes ' @ Land!no Area {coco <oca,w'JJ~ © Cu,b Rorrp Gut-Te:-Edge © Gutter Edoe 7rons1Tlon A-2 C~r-b _j ~~ &. GuTTer ,. For canstrucTlon of curb re= on an ex!sTln,;r walkwcy Qrea wf"lare space llmltat-lon t)rohlbi"ts The use of 8.J3Z (1,12) slope, o steepl'!r siooe eon be used lFeda,ol ReolsTer/Yc!. se.. No. 144/Frldoy Ju!v 26. l!/91, Section 4.1.6 fJlloll. W A slope between m.0;: !1:101 and a.:n;: {h12J is ollowec:I for o maxi17:um rise of 6 rnches. {Ill A SIODe between 12.51/. U:Bl ond J.iY. lhl0l is allowed for O maxirrum rise of 3 inches. A slope ste-eoer Thon 12.57. !1,8l rs noT allOlliBd. ORANGE COUNTY PUBLIC FACILITIES & R~:~~"~ES ~~ li! STD. PLAN •do>n"' a..._ ~1-![7 ff"•'HO, R••• !O·•lJ t<. R . .smm,. a,.,-Irr# 1115 CURB RAMP SHT. 7 CF ,8 - . -.. ' , . •. . . 400CY 1 LS 1 LS 1 LS . . 9. Type 6 shon ncT De U$8d ot lacatlons where 'm:.M<.ed cr-asswotk ex!sts In tloi"h dtrecT!ons • 10. If, depi"h of 1ondlnQ ls tes.s thon 4'., tt,e rm:dm.im on1dlen1" oT The flared side S!OJJe shall noT exce'ed a..J~;,~ 1n no tnstan-;:e. nowever', stioll the m:::ixlr.um flared slda -s,rope exC'8ed 10• fsea, ~ot8 tielowl. The design eng:lneer shall deTe.-m/nB,or,.d -d8s!Qnata, t;he drmenslan _on The plans. ~ In scl':'I') cc'ses wher1e1 1-h'<!' s'trae-t gr-ode Ts steep, the a.:33,: cr!Terlo would r-ec:ruire a ,~u~sTon-tlol transition lenqTh far the flarlld side sloDe (tr-ans!tlon frorri O·helght curb To sTandortl hl'llQhT, curb). LlmltlnO the , 1-ronsftlon lenQTh To 10' wlll l'!l>nfm!ze .!lofeTy TrroacT to the overall pl.lb/le. A standard halQh'I' eur-b & or.itTer pr-ovldes -the f-Ollaw!ng fea-tures, sai'eTy Matntol:is roodwoy drOJnoo-e ot -the -flowllne locoT,lon. • .. . Motntolrys vehlculi:ir ti'offlc flow. ond safety aT, cu,:b retLl!""ns ond por-kwoy trea. l;'raTec-tS 0edes'!"l"lcil'.I from 'veh!culor traffic. Subpc,-t A, s ... c-t!oi, 36.'302lal •MadJ'flcO-tlons_ In Po!lctes, Pr'<lc-tlces, , , or Prccedunis" of the "Amar-loons -.'1th Dl8ctl-1HTJes -AcT" !ADA) and 5ec,tlon 445Hfl of Tfle cattfo:-nto Gover"nmenT Code allows iwd!flcatlons To the 'rec;iulren-ents ln order -to molnToln ouerall DuDHc sofeTy. . !I. At hlllS1"8 O:aveloplll9n1", s-i-reeT orode con t,8 os sTee~ os Gi.-for arter!al h!Qhwovs ond !IJ?. for' loca1 sTrae-ts. To rn::i!rrtoln on e:..33% rorrc would reciu!r-a o subston1'1al wo!kWClv tron_sltlon len,;itn. In cases where t-1'.a STr-aa-t Qrode ls st-ea;,er, Thon ,8.3:3Z, IT woulQ b& l!fPOSJSlt:i!e 1'°: the translt1on oufb ar ;-,-anslt"lon wc;ilkway tO Join fhe norm::iJ heloht curb or s!C1ewo1i-.. f"urthflrrrcra. The depresseo wa!k'lfOY would oreoTa safety !Ssues.-such as a :,,aier, ponding behind "the curt, and o sHTaT!on p<ablem on"The' sldewO!k, Hence. rrodlflcaTlcn -to The ADA re<;ulrement ls allow,sd Der Subpor-t A, Seci"lol'\ 36.3821a) cf--the "ADA• ond SecTlon -445Hfl cf Thi, Caltforn!o t;overmmn+ -Coda. ORAN!iE: COUNTY PUBLIC FACtLITlES & R~=~ ~4' 'STD. PLAN A<l--,:,ti,d, bL S1-\J1 "-'-""' ,..,_ .,...,n , 1'..£m't\ c:n, ,_ UIS CURB RAMP SHT. B OF-8 SHEET INDEX, CONSTRUCTION NOTES AND QUANTITIES FOR PROJECT NO. PLANNINC! D IM9A723505 DESl13N El CONSTRUCTION 14125 AL10N PAF/t:.WAY IIIViNE, CALIRllWA 02e!I lJJ'Zl • FAX~ • tmlW.RSF.ccm 0&-()5-~ ... ~ DATE: 05-29-03- R.C.E. NO. 35569 MARRIOTT RESORT DRIVEWAY NEWPORT COAST DRIVE NEWPORT BEACH, CALIFORNIA CITY OF NEWPORT BEACH T-5906-S SHEET 2 OF 7 - - - - - ---+----t----t-t-+--+--+---+-+---+--+----+---+-+---+---+----+---tl--t---t--+----+-l--+--+--+----+-l--+--+--+-----+--1---1----l----l---+ u-----t----:----t--+--+--+-t-t-l---t-+--+---+---t--+--+-+--+--+-t-t-t--+--+---t---+--+--+--l---+-t-t-11--1---l---+--l---1--+--l---+--l-t-1---l---l-------j ------ f--J---t---t---i-t--J---t---t--J-t--J-+--t-,f-t--j-+--f-f-t-+-+---t-J--t-+-t-J--f---t---l--f-Jl----i-+--l---/--1---\--+--I---/----Jl--\----h~t'.l-1-''-+--HU -----1- EXIST! G I Newport Coast Drive 41+40.45 BCR 324.58 TC, 62.52'RT ETW ~ (324.06 EP 43+00 (331..90 EP) 42+71.75 ECR 41+38.89 BEGIN ·""c"'o;:-,NS""T·.-\ 1'1';;$~~'=:;f::::-='$'¥=¥i'rii'~~~~'=~~~~'-#~=t-o~~=IL~:::_j (332.37 TC), 53.20'RT . JOIN EX. C&G: -- _ PROrE T HYDRANT ~ (l_ (_) (l_ _j _j ::, LJ_ LJ_ m .? (l_ u (l_ c_: _j <( :r: LJ_ m QC ~ E Q. <D st en t<) 0 -------LO N -------<D f- 0 --' ~ 0 0 f- Ul n 0 <D / 0 (_) 7 f-w w O:'. J-U) / w > 0 er:: o__ 2 / ('.) 5 0 / st ('.) n 0 <D 0 -- - +-+--+--+--+--+--+--t-t-l---t-+---l--+---+--+--+---ll---l---t-l---t--+-+--+--l---l--+-+-+-t-tt-t---l-+-+---l---l-----l--+--l---l-----l-1--1---1-+-_j_---+- +--l----l---l---1-----1-1---1--1--_J_+--L--_j__j_ _ _J_ __ ----- Profile Scale r+-+--+--f--l-+-+--+-+--t---+-+-+-t-----1f--l-+--+-+-+---4----ll--+-+--f------1--+-+--+-+----1----1----1-+--1--1---1---1--1---l------1------1----l----1 - - e---l- HORIZ. 1 " = 1 O' VERT. 1" = 1' 40+oo ! I 41+00 42+00 41+00 43+00 Profile Scale HORIZ. 1 " = 40' VERT. 1" = 4' 44+00 ' ' -/ ll ,. " I '\ 11 I, 324.53 TC , 62.51 RT JOIN EX. C&G ------ -~ 327.86 TC\ 8.87' RT \ END CURB T(\ BE JOINED PER ~§f.ERA TE PLAN AND PER\ \, \ ~0+95.97 328.34 TC 0.8'7.' RT END \:pRB TO BE JOINED-'{'ER SEPERATE PLAN AN°\'.ERMIT "' '-\J, '~S ' Curb Island Detail SCALE 1"=10' PLAN PREPARED BY: PLANNING Iii OESIC3N 13 C □NSTRUCTl □ N ~ 147215 ALT011 PAIIKWAY / No. 35569 IIM!E, CAI..F0flW< 82611-2027 DATE BTF 09-00 <( x .9-30-0 C □NSULTIN13 OOIA72ll505 • FAXM1472.8:178 • """1!i!F.ccm DRAWN BY: DATE 33.1.40 EP.~ L36 TC '-~ _ _ __ \ ' ' 0 \ 32 332.76) - EP s . s· +86.62 BCR 0.25 _ TC; 35. 00' LT 30.06 FS 9.78 EP. -0+95,95 PT _ o. 29.95 Tc--35:00• LT BEGIN-C&:G ./ -\ ·_3 -- SCALE 1"=20' • \':fJ;~~-7EMENt-g LI.MIT OF. STREET IMPROVEMENTS LIMIT Of GRADING ,,....., ', Street Constructioh Notes· 0--PROTECT EXISTING IMPROVEMENT (AS NOTED) ©-REMOVE 8" AC BERM @-REMOVE AC PAVEMENT ©-ADJUST RECLAIMED WATER/IRRIGATION VALVE PER IRWD STDS. EXIST. R/W ©-UNCLASSIFIED EXCAVATION (REMOVE SOIL FOR STREET PAVEMENT ST~UCTURAL SECTION) ©-CONSTRUCT 4" AC OVER 9" AB (j)---CONSTRUCT 4" PCC SIDEWALK @-CONSTRUCT TYPE A2-8 CONC CURB AND GUTTERPER PFRO STD. PLAN 120,--o~oc, DETAIL SHOWN ON SHEET 2 • ®--CONSTRUCT CURB ACCESS RAMP PER PFRD SID PLAN 1115, TYPt 1. DETAIL SHOWN ON SHEET 2 (MODIFIED PER DRIVEWAY DETAIL) SHOWN HEREON @)-CONSTRUCT TYPE A1-6 CONC CURB PER PFRD STD. PLAN 120-0-oc. DETAIL SHOWN ~~m2 -_ Legend □ 4" AC OVER 9" AB □ PCC . TANGENT DATA LINE BEARING DISTANCE @] S78'36' 48"W 1.63' @] N14"33'11 "W 11.94' @] N09"03' 46"E 1,45' ~ N14"33'11"W 3.82' @] N14"33'11"W 9.31' CURVE DATA - CURVE DELTA RADIUS LENGTH TANGENT @ 86°51'55" 35.00' 53.06' 33.14' -- @ 87'06'02" 35.00' 53.21' 33.27' @ 156"24'57" 3.00' 8.19' 14.37' @ 23'35'03" 20.00' 8.23' 4.18' PLAN AND PROFILE FOR MARRIOTT RESORT DRIVEWAY NEWPORT COAST DRIVE NEWPORT BEACH, CALIFORNIA PROJECT NO. SHEET ~ 40' 20' o' 40' eo' .. ,/')'! .. _ . • . _.-7 ,,, _ ~ GRAPHIC scALE: 1· = 40• -• ~.,;.-y~-Jo~t-/•· DATE: ~s~1Q~~ CITY OF NEWPORT BEACH :r: """"'-====-===---=====-=-=======--=-==-==-==-========"""'""""==-=="""'="""""""'""""'""""""""=:!lm=NO.,..-=ib====_,.;,;,;;,;,;;,;.;;.;,.=....,= = = = = = 4 ; , ; , ; , ; , ; . , ; , ; , ; ~ _ ; , ; ; . ; , ; , ; ; , . , i . . . , ; ; ; ; ; ; . ; ; , . . . 1 , ; ; ; ; . ; , ; ; ~ ; . , ; ; ; . ; ; , _ . , , , , . , . . , , . . . , 1 , , = - , , , , , ; , , £ , , , b , ; ; L A ~ j ( ; ; , ; R ~ Y , ; ; ; D , ; , ; . , ; , ; , ; T O ; ; ; ; D ; , D , _ , , " " " " = = = - " " " " " " " " " - = " " " " , . ; R , ; ; ; . C ; , ; , . E ; ; ; , · . , : , N ; ; O ; . , . ;;;35;_;;;5;;;;69;;..J,....,===-=======-"""""""'""""""""=""""-==-=-==-==-.J.,,=..,OF=,.,.;,7,...._,I DESIGNED BY: BTF 09-00 DATE REVISIONS SHT. NOS. APPR. DATE CHECKED BY: LDT 09-00; 3 ~ [L u [L _j -' ::::, LI- <( "' 0 ~ [L u Q_ u..: -' <( I <( "' 0 U1 ~ E 0 N f-- 0 _J (') a: 0 -0 0 u f-t') 0 tO / 0 u z / f--w w fr' f-- U) / w > 0 fr' Q_ ::,; C18 ILegeIDJ.d ., f- :- CONSTRUCTION AREA CHANNELIZER (SURFACE MOUNTED) CONSTRUCTION SIGN(S) AND POST EXISTING SIGN(S) BARRICADE (TYPE II) WITH SIGNS WHEN NOTED -- 1000' TAPER 2 cC<0>1DJ.§trlill(C1tJJ. <D>IDJ. NCO> 1te § 0 EXISTING TO REMAIN. ~ 0 0 FOR GENERAL NOTES AND DETAILS SEE THIS SHEET. PLACE OR INSTALL CONSTRUCTION TRAFFIC CONTROL SIGNS, BARRICADES, CONES, FLAGTREE OR FLASHING ARROW SIGN, AS NOTED. PEDESTRIAN AND BICYCLE TRAFFIC SHALL BE CONTROLLED BY FLAGGER TO CONTROL PEDESTRIANS AND BICYCLISTS THROUGH THE CONSTRUCTION AREA. A. ALL TRAFFIC CONTROL WORK FOR CONSTRUCTION SHALL CONF.ORM TO A.P.W.A. "W.A.T.LH •. " HANDBOOK AND CALTRANS MANUAL OF TRAFFIC CONTROL, LATEST EDITION, CANTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS, DATED JULY 2002, AND THE SPECIAL PROVISIONS. 8. LANE CLOSURES SHALL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY .ENGINEER.. LANE .CLOSURES SHALL NOT OCCUR BETWEEN 7:00-9:00AM AND 4:00-6:00PM. C. SINGLE LANE CLOSURE TRAFFIC CONTROL DEVICES SHALL CONFORM TO .CALTRANS STANDARD PLAN No. T-11. D. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGN(S) SHALL BE AS.DIRECTED .BY THE ENGINEER BASED ON CONSTRUCTION CONDITION. E. CONSTRUCTION TRUCK TRAFFIC MERGING INTO TRAFFIC LANES SHALL BE BY USE OF FLAGMAN AND APPROPRIATE SJGNAGE AS DIRECTED BY ENGINEER. F. TRAFFIC CONES FOR NIGHTIME USE SHALL BE INTERNALLY ILLUMINATED OR BE PROVIDED WITH 13" REFLECTIVE SILVER SLEEVE. G. CONTRACTOR SHALL REMOVE ALL TRAFFIC CONTROL AND TEMPORARY SIGNING UPON COMPLETION OF CONSTRUCTION. SIGN B1 SIGN B2 SIGN 81 & 82 2 AT 50' SPACING (TYP) NJEWJPORT COAST uJRJIVJE () 0 EXIST SIDEWALK -\ 3 2 C30 2 AT 25' SPACING (TYP) AT 200' SPACING C30 AT 400' SPACING (TYP) DRAWN BY: GT DESIGNED BY: GT NO. REVISIONS SHT. NOS. APPR. DATE CHECKED BY: HWD BIKE lANE ENDS AHEAD 3 2 AT 1 O' SPACING PLAN PREPARED BY: DATE DATE DATE 2 C13 2 AT 25' SPACING (TYP) 2 AT 200' SPACING C30 AT 400' SPACING (TYP) 40' 20' 0' 40' 80' PLANNINO El DE9113N l'al CONST~UCT/ON GRAPHIC SCALE: 1" = 40' MARRIOTT RESORT DRIVEWAY NEWPORT COAST DRIVE NEWPORT BEACH, CALIFORNIA CITY OF NEWPORT BEACH PROJECT NO. T-5906-S SHEET 4 ~ Q_ u Q_ _, _, ::, L,._ <( Y'. 0 <;J., Q_ u Q_ c.: _, <( I <( Y'. 0 (f) ~ E 0 n 0 -------L[) " CD f- 0 _J CJ 5 0 SIGNING & STRIPING LEGEND AND CONSTRUCTION NOTES III EXISTING TO REMAIN. @ REMOVE AND SALVAGE SIGN AND POST (IF APPLICABLE) AS NOTED. FURNISH AND INSTALL SIGN(S) AND POST (IF APPLICABLE) RELOCATE EXISTING SIGN(S) TO NEW POST (IF APPLICABLE) AS NOTED. REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING AND MARKINGS AS NOTED, INCLUDING RAISED PAVEMENT MARKERS AND WITHIN INTERSECTION DEFINED BY NEW CROSSWALK AND LIMIT LINES. INSTALL PAINTED (2 COATS) CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS. 8 INSTALL THERMOPLASTIC CROSSWALK, PAVEMENT MARKING OR ARROW AS NOTED. ~ NEW SIGN ~ EXISTING SIGN SNS STREET NAME SIGN W41-3 IS AT 800' TO LIMIT LINE ~ R) NO. DETAIL "AH WHERE NOlED ON THE PLANS DIREC110N ONE-WAY YELLOW RAISED ~ OF TRA',a REFLEC11VE MARKER (TIPE H) j 24• f Q) m m m ® SIGN ~ ,m,/ (PER Pl.AN)' I " ) Ill 2"TIP. (SET AT 4" FROM CURB -A lll FACE IF NO GUTTER) ~ ~TWO-WAY YELLOW EDGE OF PAVEMENT AT LIP OF GUTTER DIREC110N R.P.M. (TIPE D) OF TRAVEL NOTES: (D Paint median nose with highly reflective premixed white traffic point with gloss beads. ® Install yellow reflective pavement markers on top iurface of median c0rb nose at 2' C-C ~acing minimum 5 markers . Place reflective su ace of markers parallel to t of roadway. [RAISED MEDIAN SIGNING / MARKING] DETAIL "B" L I I j ➔ -I I I I 4' I 4' 4' 4' I 4' I ON PLAN -= ,--➔ NO SCALE g 4" WHITE (TYP) (50 LF) REVISIONS / 38 65' SHT. NOS. APPR. DATE DATE DRAWN BY: GT 05-03 DATE DESIGNED BY: GT 05-03 CAO DATE CHECKED BY: 05-03 SIGNING & STRIPING GENERAL NOTES A. SIGNING AND STRIPING SHALL CONFORM TO JULY, 2002 CAL TRANS STANDARD PLANS AND SPECIFICATIONS, THESE PLANS, AND THE SPECIAL PROVISIONS. SEE CALTRANS STANDARD PLANS A20 (A-D) & A-24 (A-,E) FOR STRIPING DETAILS, INCLUDING INSTALLATION OR REMOVAL OF RAISED PAVEMENT MARKERS. CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC SIGNS, SIGN POSTS, STRIPING WITH GLASS BEADS, RAI.SED • PAVEMENT MARKERS, AND OTHER EQUIPMENT AND HARDWARE IN ACCORDANCE TO THE SPE'.CIAL PROVISIONS. 8. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND STENCILING .WITHIN JHE PERIMETER OF THE CONSTRUCTION AREA WILL BE RESTORED TO LIKE NEW CONDITION, IN A MANNER MEETING THE APPROVAL OF THE COUNTY. C. SIGNS SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE. D. STENCILS SHALL MATCH STATE STANDARD STENCILS. E. ALL SIGNS AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIFICATIONS. F. PAINT ALL CURBED MEDIAN NOSE RADIUS YELLOW. G. POSTS SHALL BE SQUARE PERFORATED STEEL TUBE POSTS. H. SEE TRAFFIC SIGNAL PLAN FOR ADDITIONAL SIGNS. I. TEMPORARY TRAFFIC STRIPING AND MARKINGS SHALL BE PAINT APPLIED IN ONE COAT AS SOON AS POSSIBLE WITHIN 24 HOURS AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED. J. ALL FINAL STRIPING SHALL BE SPRAYABLE REFLECTORIZED THERMOPLASTIC APPLIED AT A MINIMUM THICKNESS OF 0.45 mm .. K. CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM THICKNESS OF 0.90 mm. THE FINAL STRIPING SHALL NOT BE APPLIED UNTIL THE PAVING HAS BEEN IN PLACE FOR AT LEAST 15 DAYS. ALL CONFLICTING STRIPING SHALL BE REMOVED BY SANDBLASTING OR OTHER METHOD APPROVED BY CITY ENGINEER. DETAIL "B" R81 R26 I W41-3 S AT 900' TO LIMIT LINE PM "SIGNAL AHEAD" ( 3 EA) AT 800' TO LIMIT LINE PLAN PREPARED BY: SIGNING & STRIPING PLAN FOR PROJECT NO. Pl.ANNINO El DESION ti CONSTRUCTION MARRIOTT RESORT DRIVEWAY NEWPORT COAST DRIVE NEWPORT BEACH, CALIFORNIA CITY OF NEWPORT BEACH ----~ -------------- T-5906-S SHEET 5 OF 7 ~ CL u CL _j _, ::, u... <( "' 0 ~ o_ u CL u.: _, <( I <( "' 0 (.I) ~ E D N 0 (J) r') 0 '---(0 N '---(0 f---- 0 _J ('.) 5' 0 -0 0 V, f- r') 0 lO / 0 0 z / f--w w 0:: f--v, / w > 0 0:: (l_ 2 / ~ CONDUCTOR SCHEDULE AWG CIRCUIT A\ A IA\ /4\ A-, (il 1 3 6 (/;2 3 3 6 (/;4 3 3 3 (/;6 3 3 3 6 #14 (/;2P 2 2 4 (/;4P (FUT) 2 2 2 4 (/;2 PPB 1 2 (/;4 PPB (FUT) 1 1 1 1 2 (/;2 BPB 1 (/;4 BPB 1 1 PPB COMMON 1 1 1 1 2 SPARES 3 3 3 3 6 TOTAL 10 16 13 17 43 10 FLASHING BEACON 3 3 12 IISNS 2 2 2 2 2 SIGNAL COMMON 1 1 1 1 2 #10 LUMINAIRE 2 2 2 2 2 TOTAL 3 3 3 3 4 (/; 1 1 1 1 (/;2 5 Det. Loop (/;4 3 3 Cable 2#16 (/;6 6 5 (Type B) TOTAL 1 7 3 14 3 #20 W/GRD EVP CABLE 2 2 2 CONDUIT SIZE '1'/" 2 0 3" 3" 3" 2-3' 20' 10' o' 20' 40' GRAPHIC SCALE: 1" = 20' IMPORTANT NOTICE SECTION 42115-4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUME=IER E:IE lSSUEC SEFORE A 'PERMIT TO EXCAVATE" WILL BE VALID FOR YOUR OIG ALERT 10 NUMBER CALL UNDERGROUND SERVICE ALERT TOL.L. FREE 1-aoo-422-4133 TWO WORKING CAYS BEFORE YOU DIG. - - ---- ---- POLE SCHEDULE POLE DATA SIGNAL H.P ,S. V. LUM SIGNAL MOUNTING No TYPE HEIGHT MA MA WATTS VEH MA PED 1 29-5-70 30' $55• 15' 250 SV-2-TB 3-MAS - 2 19-4-70 30' 25' 15' 0 250 SV-1-T MAS - 3 24-4-70 30' 35' 15' 250 1l~:--1-:+ 2-MAS SP-1-CS 4 PPB POST 3• -1 o" -- - --- 15 15 30' -12' 250 - - - 6 1A 1 o· ---TV-1-T -SP-1-CS A POTHOLE MASTARM POLE LOCATIONS PRIOR TO ORDERING POLES. EXACT LOCATION BY ENGINEER IN FIELD. " MOUNT AT 90°TO SIGNAL ARM (COUNTERCLOCKWISE). $ "F" DISTANCE= 18' 12' • ~ ¢2 PEDESTRIAN / ¢4 BICYCLE PUSH BUTTON AND SIGN 1 ¢2 PEDESTRIAN / ¢2 BICYCLE PUSH BUTTON AND SIGN PED PUSH BUTTON PHASE POLE QUAD - - - - - - 2/4t N / w - - 2/2 I S / N PHASE -FUNCTION --- FOUNDATION ILLUMINATED TYPE SIZE STIREET NAME *SIGN (TYPE A) C.I.D.H. 3'0"X9'0" Marriot VEHICLE & PEDESTRIAN NOT f MOVEMENTS FUNCTION USED PER C.I.D.H. 2'6"X8'0" Newport Coast C.I.D.H. 2'6"X8'0" Marriot NEMA PHASE DESIGNATION 5 1 SQUARE 1'6"X1'6" -COORDINATED FUNCTION ... '1' SQUARE 2'6"X5'0" - SQUARE 2'0"X3'0" - * SEE SPECIAL PROVISIONS * Determined by Master Computer during Coordinated Operation I 1+6 (NOTE 2) DESIGN SPEED: NEWPORT COAST DRIVE = 65 MPH 8 EXIST. 2"C. & SIC. INSTALL NEW 3 {110(FLASHER & GROUND) EXIST. 2"C. PULL OUT EXIST. 6 PR /119 SIC AND INSTALL NEW 12 PR #22 SIC TO EXISTING CABINET AT PELICAN HILL ROAD S. (APPROX. 1,580' CL TO CL). sp (HANDHOLE) 1----ro 00 <E--__.J= ----NEWPORT 0 - EXIST. 2"C. & SIC. INSTALL NEW 3-0LC & 3 #'IO(FLASHER & GROUND 2"C, 3-DLC & 3 ;VIO(FLASHER & GROUND) ------- ·.-... 5-¢6 ----------------!1l4 -----·c-i ------... 7 4-¢6 --------------3"C. REPULL EXIST. 6 PR {119 SIC -----. .,., ----------AND INSTALL NEW 12 PR #22 SIC -----... ------ ------------------ ~ ------ fl@ iO-:: -----l.l~li l,l\-lE -----------_,/ / / / _/ ---SEQUENCE DIAGRAM - -- -NOT NOT NOT USED USED • USED ~----1- I 2 6 7 3 4 8 '1' -... '1' 'I'-'I'-,,.. I 2+6 I I 4 I SEQUENCE WITH CALLS ON ALL PHASES EXIST. 2"C. & 6 PR #19 SIC TO CONTROLLER CABINET AT PELICAN HILL ROAD N. 2"C, 3 #10(FLASHER & GROUND) EISEN SOR SCHEDULE SENSOR UNIT CHANNEL DETECTOR 1 1-¢2 (S-1) 1 2 2-¢2 (S-2) 1 3-¢2 (S-3) 2 2 4-¢2 1 5-¢2 3 2 1-¢1 1 1-¢6 (S-7) 4 2-¢6 (S-8) 2 1 3-¢6 (S-9) 5 2 4-¢6 1 5-¢6 6 2 1-¢4 (S-4) ----'b / 1 2-¢4 (S-5) ----- ---- -------- 560' TO LIMIT LINE r-, . -- EXIST. 2"C. INST NEW 3-0LC 4-!1)2 M.F.C.= 1.44 1-¢1 ... 4 ¢1,6 ----- c::;i::::i .-__,. MOUNT@ 17' ---,,,.., .. ~ / / / / NOTES THIS SHEET: FOR GENERAL NOTES SEE DETAIL SHEET. 7 2 3-¢4 (S-6) 1 EVP-1 8 2 EVP-2 Im DETECTOR LOOP LOCA llONS SHALL BE APPROVED BY ENGINEER IN FIELD PRIOR TO INSTALLA llON. ALL DETECTOR UNI TS SHALL BE RACK MOUNTED, DUAL CHANNEL, DUAL OUTPUT PER CHANNEL WITH INTEGRAL COLORGA TED EXTENSION AND DELAY CAPABILITY. OUTPUT "A" SHALL BE llMED, OUTPUT "B" SHALL BE PRESENCE MODE FOR SYSTEM SAMPLING AND COUNT OUTPUT ONLY. DETECTORS SHALL NOT EXTEND ON RED. ALL DETECTORS SHALL HAVE COUNllNG CAPABILITY. (S-#) = SYSTEM SAMPLE NUMBER 0 = VCS CHANNEL NUMBER INSTALL MULTISONICS 820A, VMS 8 PHASE SYSTEM CONTROLLER ASSEMBLY COMPLETE WITH DETECTION AS SHOWN, INTEGRAL COORDINATION TELEMETRY, FLASHING BEACON LOGIC BOX, OPTICOM 752 PHASE SELECTOR AND ~ :' \ MISCELLANEOUS AUXILIARY EQUIPMENT IN A TYPE •p• CABINET. SEE SPECIAL PROVISIONS ANO DETAIL SHEET (DETAIL G). ~ J, I [Ij INSTALL ~II SERVICE WITH THE FOLLOWING CIRCUIT BREAKERS: 50A 1-P (METERED SIGNAL), \ 1 1 i i~ 15A 1-P ( ETERED IISNS), 15A 1-P (METERED FLASHING BEACON) AND 30A 1-P {UNMETERED LIGHTING). 5 '=-=mll,. I ___ L+ I 0 FURNl$1i-AN INSTALL OPTICOM EMERGENCY VEHICLE 3M MODEL 722 DETECTOR AND 3M MODEL 138 CABLE I 12• 10, tt'-12' 11 11 ER0M DETEClOR TO THE CONTROLLER. 9 I 14' I _,...Y'' \ 0 I \ U--l---/ t-r ~l!f INSTALL R~rrs'IGN (24• X 30"). TRAFFIC SIGNAL MAINTENANCE "" 1 0 I \ _ '\ I~ ,/ ..----i------ --L -::i" -~ 8§' , ,/,,,.-_., ~NS"T~TI'PE I PEDESTRIAN BARRICADE AND R96 SIGNS PER CAL TRANS STANDARD PLAN ES-7P. I I / -+----1 11 =c_.;_I. -1---~ "" ": ~ _,,,_.,,,,.-,,,_., /"l}}-lNSTALL 4-SECTION SIGNAL HEAD. SEE DETAIL SHEET (DETAIL A). ~-,,✓ /0,,:-~ INSTALL ADVANCE FLASHING BEACON, TYPE IA POLE AND SIGN PER CALTRANS STANDARD PLAN ES-4C. MODIFY, _______ ,,,, ,.,,-,,,.-,,-' AS REQUIRED FOR 2 SECTION, ALTERNATING FLASHING YELLOW WITH MFR. LOGIC TO OPERATE WITH SIGNAL CONTROLLER. \ I --'" ____ ..--------~,-,/ /,,,, OPERATIONAL TIMING BY CITY FORCES, DETAIL SHT 7. _ I · 1 --'" -------~-_,/ [fil FURNISH AND INSTALL DIMENSIONS 27 BATTERY BACK-UP SYSTEM. BATTERIES SHALL BE LOCATED INSIDE A CABINET MOUNTED TO THE SIDE OF THE TYPE •p• CABINET. EASEMENT RECORDED ON OR 20010197429 INSTALL TELEPHONE SERVICE BOX TO THE CONTROLLER CABINET. SEE DETAIL SHEET (DETAIL D). PROTECT EXISTING IRWD TELEMETRY CABINET AND AIR VAC ASSEMBLY COORDINATE INSTALLATION OF TRAFFIC SIGNAL CONDUIT WITH IRWD AIRVAC LINES (PER SEPARATE RELOCATION PLAN). - - - 0 / PLAN PREPARED BY: TRAFFIC SIGNAL PLAN FOR PROJECT NO. CL st u ('.) o_ . UNDERGROUND STRUCTURES _j rv) AU. UNDERGROUND lffiUl1ES OR S1R\JC11JRES REPORTED BY THE O\\NER OR OTHERS AND THOSE SliO'ti'N ~ 1HE 5 9 RECORDS EXAMINED ARE INDICAiED \'tfl1-I lH£IR APPROXIMATE LOCATION AND EX'raNT, M O\lmER BY ACCEYtlNG p... '.::i:'.' THESE PLANS OR PROCEEDING ¥ATH IMPROVEMENTS PURSUANT lHERETO AGREES TO ASSUM£. UABIUlY AND TO F'LANNINC3 Cl DESIGN El CONSTRUCTION 14725 Al.TON PN/IJIIAY u.... -.i HOU) UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM lH£ EXISTENCE <, UNDERGROOND UTil.lllES B El q ~ ~ OR STRUClURES HOT REPORTED TO 1liE UNDERSIGNED: NOT INOICATtD OH lliE PUBUC RECORDS EXAMINED: THE fiWE, CAI.FORN!A eztua 20D _. :CC SHO\\N AND ANY OlHER UTILITIES OR SlRUCTURES FOOND AT lHE SlE. IT SHAIL BE lH!: CONTRACTOR'S '-' --" .-"AX IK9A72S313 " """.AF.com DATE DRAWN BY: GT 05-03 DATE MARRIOTT RESORT DRIVEWAY NEWPORT COAST DRIVE NEWPORT BEACH CALIFORNIA r CONTRACTOR IS R£001RED TO TAKE DUE PRECAUTIONARY IID.SIJRES TO PROTECT THE UTIUllES OR STRUCTURES C □NS U • ~~ ==-e .---RESPONSIBIUTY TO NOTlfY THE OYMERS CF THE UTIUllES OR S1RUClURES CONCERNED BEFCRE STARTING ViORK. _,.,.,,.,-_,;/ / ~i e:fi:11/~~:--~ -DATE: 06-12-03 CITY OF NEWPORT BEACH DESIGNED BY: GT 05-03 :1 ADD IRWD AIRVAC COORDINATION 6 6 12 03 DATE CAO T-5906-S SHEET 6 w . . CARLOS/A ORTIZ R.C.E. NO. 57535 OF 7 CLI11m,,,====-====~=============---=====~=====~===-~====~-==========-==,,,..,_,,..,,..,_,==-==-=-=-,.,_==..,...,_a==,_.=,c.!,..,,,,,_==,_===~~======-=---""=:=-.:..b==,-cd,,.,.,,.,.,,,,.d.,;;,_;;;__,;;_,.,_,_,,,mb~~='-,~~~,_~;;;,..=========-==;,;;;;,;;;.;,,;,;,;;,;..;;,;..;.;;,;,,,,b_,,=~=====--======--=== - = = = - = ~ = = = = = = . l . . , = = - = = = = = _ , . / I NO. REVISIONS SHT. NOS. APPR. DATE CHECKED BY: 05-03 DETAIL A 4-SECTION SIGNAL HEAD 12" LENSES ® co i ::-SIMULTANEOUS DETAIL E 5-SECTION SIGNAL HEAD 12" LENSES DETAIL F INTERCONNECT SPLICE CABINET V-PADLOCK l / HASP A LINE ..i. __ _ 31" ::, r4!1H!-H-HH--'--. --l E 0 O'.) N . . ~ .. 5 ~· ·ooo· 1 " -'-,r+·+------i -,-,-+-•• LOAD i. 10 0 0 "-. 1 / ~ FRONT \ 22· 12¼' ~ FINISHED 10 GRADE! . . ' 1 "---3/4" CHAMFER T:f---,f------+--¥---'- ~---.28" 2½"_J / 14¼' ~ 0 '---. u) "-c.o I- 0 _J ('.) 5 0 ~ 0 0 l-o 10 0 <O / 0 u ? 1-w • !'-ANCHOR BOLTS 1---22"---; ,'OW • .. ' • C, .. • ~ w 1 /2" X 18" NUMBER OF CONDUITS 12" ( 4 REQUIRED) AND SIZE MAY VARY . . • • _l TYPICAL c., ~ TELEPHONE GROUND PLAN VIEW ROD ( 1 /2" X 8') WITH WIRE FRONT VIEW SIDE VIEW CLAMP ON TOP OF ROD NOTES -DETAIL F 1. FOUNDATION TO BE 22" BY 22". ANCHOR BOLT PLACEMENT PER CABINET MFG. TEMPLATE. 2. ENCLOSURE SHALL BE FURNISHED WITH A DETACHABLE MOUNT\NG BASE. ~ 3. ALL FACTORY INSTALLED COMPONENTS SHALL BE U.L. LISTED OR PER t; PUBLISHED N.E.C. STANDARDS. / ~ 4. A¾" CONSTRUCTION GRADE PLYWOOD PANEL SHALL BE FASTENED TO o THE REAR WALL. PANEL SHALL BE 12" X 24" AND SHALL HAVE A No. Ml-25 ~ AND R-841 STANDOFF FASTENED IN THE CENTER OF THE PANEL. ::SC / 5. ENCLOSURE FINISH SHALL CONFORM TO A.S.T.M. B-117. COLOR SHALL BE ~ PORCELAIN WHITE. DETAIL B INTERSECTIONS RAISED MEDIAN VARIABLE © CD 8-TYPICAL INTERSECTION IVARIARI I'\ 4• 0.5'-f-1 --~ :.s· I{) + FEA1HER TO E)(\ST\NC' • VARIES-1. ci FEATHER TO EXISTING • I _>-@ " CD_/ ;,,L.J..,=-_ __.:____~, ..... "'-J.....l_"-CD 6 SECTION 8-8 "'-© CONSTRUCTION NOTES -DETAIL 8 G) SAWCUT AND JOIN EXISTING @ CONSTRUCT SIDEWALK ACCESS RAMP @ REMOVE CONCRETE © CONSTRUCT 0.85' AC OVER NATIVE SOIL @ CONSTRUCT TYPE C1 -8 CONCRETE CURB PER APWA STD. 104--0 DETAIL G CONTROLLER CABINET WIRING ¼amp .---------....:...;.-,,__,__ _______ Fan +------------------Duplex Outlet 15 amp --.__..._ ________________ Cabinet Light 10 amp ~ Detector Power ,-------Stop Time Power ~--A.C.+Controller r.====I==~::::;====;~-, r Conf. St J, 10A BU<. Main r,;,~J _ _:;Signa._1 -....-+=Au,.,,to,_. ::,, or, fu.,"" -., --~-6o-::-7R/S1 Breaker Fla"" -· .I. ."2!.« ·-I AUXILIARY PANEL AC-"""'"'-Hi~:,rl_:t.=.=-=-,~-t:._ __ Aux. Equipment (Pwr. on T.B.) WHT. Voltage ' • Surge _:;OFF ,..,; V. v;/ --------Auto Flash ~rotection 1/ • ~ POLICE PANEL -.: Eaulo. Stop Time • • • • • • •I /v Out Gnd. Bus. Flash Relay Signal Light -Flash Power " A.C.+Lights A.C. Common MC BOA • • • • • • •I Min. Bus ;3, 6. PROVIDE 1½" CONDUIT FOR FUTURE 115 VAC SERVICE. E, <'!; '\~JI ESSJIJ/f,1_ 'J ,-r; 7. PROVIDE GROUND BUS INSIDE SPLICE CABINET. ~ 0s A. o '(' --'O ;::j ~v ~,>-.:;, DETAIL C STREET NAME SIGN COMPONENTS 2" X ¾" HANGER w u z <( 0:: <( ~ u O' -3" CLEARANCE A - B "tMM~ I NOTES -DETAIL C A 1'-6" MINIMUM B 10'-6" CENTERLINE OF SIGN TO FACE OF POLE (MINIMUM) DETAIL H ADVANCED FLASHING BEACON INSTALLATION FLASHING BEACON CONTROL ASSEMBLY UNLESS PROVIDED ELSEWHERE. SEE STANDARD PLAN ES-3B FOR "WIRING DIAGRAM" PROVIDE ALTERNATING FLASH ASSEMBLY • 2 -SECTION SIGNAL FACE Wl1H 300 MM (12") YELLOW LENS AND BACKPLAtE _ ~ / 600 mm (24") - - • INCANDESCENT SIGN LIGHTING FIXTURE 27(1")C, MIN. TYPE I CONDUIT SLIP FITTER ~ PREPARE (SIGN SHALL BE APPROVED ~ TO STOP BY CITY PRIOR TO FABRICATION) WHEN FLASHING ' PLAN PREPARED BY: DETAIL D TELEPHONE. SERVICE BOX I,, A V SECURELY ANCHOR½" ~ PLYWOOD TO BASE OF POWER COMPANY SERVICE PANEL TELEPHONE BOX. l'r"'--,1 TYPE NEMA 3R lELEPHONE 8"X 1 o·x 4" TELEPHONE BOX ./ ""' STAMP "TELEPHONE" ON BOX ......-/ ,,-LSFl==!=="-----...L..-- ,... 2" CONDUIT _./ TELEPHONE GROUND ~ ROD ½"X 8' GENERAL NOTES: ' 18" 18" 1. ALL WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA DEPT. OF TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JULY 2002 AND THE SPECIAL PROVISIONS FOR THIS PROJECT. 2. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. THE CONTRACTOR, HOWEVER, IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. 3. 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE CITY FOR INSPECTION AT 949-644-3311. 4. THE ENGINEER (CITY) SHALL APPROVE POLE AND LOOP DETECTION PLACEMENT IN THE FIELD PRIOR TO INSTALLATION. 5. ALL NEW CONDUIT SHALL BE 2" UNLESS OTHERWISE NOTED. 6. ALL NEW PULL BOXES SHALL BE #5 UNLESS OTHERWISE NOTED. 7. BLANK 8. CONTRACTOR SHALL PROVIDE ALL NECESSARY TELEPHONE AND ELECTRICAL SERVICE LINES AND INTERCONNECT HOOK-UPS BETWEEN THE LOCAL CONTROLLER AND THE SIGNAL AT PELICAN HILLS & NEWPORT COAST DRIVE. 9. PEDESTRIAN INDICATIONS SHALL BE INTERNATIONAL SYMBOL AND LED. 10. PEDESTRIAN PUSH BUTTON SHALL BE TYPE B WITH INTERNATIONAL SYMBOL PLATE AND 2" DIAMETER PER ADA. 11. ALL VEHICLE INDICATIONS SHALL BE 12" DIAMETER WITH BACKPLATES. ALL INDICATIONS SHALL HAVE LED DISPLAY. 12. CONTRACTOR SHALL POTHOLE CONFLICTING UTILITIES AS DIRECTED BY ENGINEER. 13. CONTRACTOR SHALL AVOID DAMAGING EXISTING UTILITIES. 14. INDUCTIVE LOOPS SHALL BE 6' CIRCULAR WITH 10' SPACING IN THE DIRECTION OF TRAVEL UNLESS OTHERWISE NOTED. LOOPS SHALL BE 3' IN FRONT OF LIMIT LINE OR CROSSWALK LINE. 15. ALL DETECTOR CABLE HOMERUNS SHALL BE IN THE CROSSWALK AREA . 16. ALL 6' CIRCULAR LOOPS SHALL HAVE FOUR(4) TURNS. 17. BLANK 18. TRAFFIC CONTROLLER CABINET FOUNDATION SHALL BE 18" ABOVE AND BELOW FINISHED GRADE . 19. INSTALL "CABINET DOOR OPEN" CIRCUIT IN CONTROLLER CABINET PER MANUFACTURES SPECIFICATIONS. NOTE= USE DETAILS WHEN APPLICABLE TRAFFIC SIGNAL DETAIL SHEET FOR PROJECT NO. PLANNINl3 Iii OE9113N Ii CONSTRUCTION T-5906-S =::, lO .._ '"it" .,,, e::- [:: -r ~ o No. 57535 ,-.> ~ " -Ill 14725 Al.lCN PAlm'IAY me, -•.• u """"'-Qml-2027 DATE GT MARRIOTT RESORT DRIVEWAY NEWPORT COAST DRIVE NEWPORT BEACH, CALIFORNIA SHEET fr'/ ~ <=. 12-31-05 :::, ~ / m•- ~ ~ -;, ")-;,• C[V\\. ~ ;," C □NS UL::¾/ a:.IICa472Jl:fJS . -.IISF.ccm ~3,-rurc~1..\~ . __ -@' /,~-r . DATE: o5-29-o3 CITY OF NEWPORT BEACH ~IU=,=:-=-=-====-="""'=---="""'"""""""'--=---=-=--===---======-==··=·==--=-=·-=-·=·--------·····=··-·-··-·=·-····=···~--···-N=~----····~----··---···-···=·· - · · · - · · · · = · · · - - - - · = R = E V I S - - I O = N = S - · - · - - - · = = · · - = = - = = - = - = - - - = = = - - = = = = - = - = - - = - - - = - - c A A _ L _ o s _ , , A _ , ; , ; ~ n T I • Z = = - = - = - = = - - = R - . C = . _ E . _ N _ o _ . = 5 - 7 5 = 3 = 5 " " " " = - " " " ' ~ - - - - - - - , . , . . = - = = - - - - - - - = - - = = = = - . . . . , = · = = - - 0 = f = - - 7 - - - DRAWN BY: 05-03 DATE DESIGNED BY: GT 05-03 DATE SHT. NOS. APPR. DATE CHECKED BY: CAO 05-03 7