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HomeMy WebLinkAboutR_5893_SC!TY OF COSTA MESA VICTORiA ST JOI-IN WAYNE <,-AIRPORT ,0, :,p~ ~)- "· / ""/ ' ,.:, l.': i: --'· •• Ci '.'f!fi' ilfA)i! '> . . /' / <·1sliANo''lr,, ,:,i, •r·,: .1<1iootii/J/N"ii'-·7'. ,7 1iiii~2J;;;.; :~;;;,ft ;:;{Ir!:; VICINITY rv1AP NOT TO SCALE SYMBOL LEGEND I.J ( , .. POWER POLE ,<C· SANITARY SEWER CLEANOUT SANiTAflY SEWER MANHOLE FIRE HYD.,ANT WATER METER BOX & SERVICE GAS METER WATER VAL\/f. POWER POLE ANCHOR MONUMENT CHAIN LINK FENCE WOOD FENCE RETAINING WALL PALM TREE DECIDUOUS TREE EUCALYPTUS TREE CORAL lREE PROJECT LOCATION-- ABBREVIATIONS AC ASPHALT CONCRETE BCR BEGIN CURB REWRN ECR END CURB RETURN 8C BEGIN CURVE EC END CURVE EX EXIS17NG NTS NOT TO SCALE C&G CURB AND CUTTER PB PULL BOX IRR IRRIGA TIONI IP IRON PIPE m MEIERS (METRIC) C!-\TV CABLE TV DWY DRIVEWAY sco SEWER CLEAN OUT ARV AIR RELIEF VALVE LD LOCAL DEPRESSION .. ,, = ·'"' c= ASPHALT PAVEMENT BRICKWALK ETS ELEC1RONIC TESTING STATION (GAS CO) '·--··'·---· .......... , CONCRETE r.,./:.:.,,,'.,:/,-;, ,J BUILDING EXISTING IMPROVEMENTS ----PROPERTl' LINE ----NEW CONSTRUCTION CENJERUNE SEWER LINE WATER UNE ·•· ·······C---GAS LINE •··• L POWER LINE -----:------TELEPHONE LINE ---· -,y.. CABLEV1SION LINE SPRINKLER SYSTEM STREET LIGHT SIGN TRAFFIC SIGNAL PULL BOX GAS V.ALVE CACTuS IRRIGATION VAL VE SW SIDEWALK TC TOP OF CURB FL FLOW LINE FS flN!SHED SURFACE Cl CENTERLINE EUC EUCALYPTUS TREE SCE SOUTHERN CALIFORNIA EDISON ANG PT ANGLE POINT TW TF TOP OF WALL TOP OF FOOT!NG UTILITY CONTACTS CONTACT SOUTHERN CALIFORNIA GAS COMPANY (SCGas) SOUTHERN CALIFORNIA EDISON COMPANY (SCE) SBC (FOf<MERl Y PAC BELL) ,IIM BEVANS KEN EAiHERTON CHRIS TAYLOR ALFRED CASTANON BOB CHEN0\\1TH RICARDO JORDAN 800-624-8153 OR CALL T□LL FREE 1-800-422-4133 BEFORE Y□U DIG CITY OF NEWPORT BEACH (UTILITIES DEPARTMENT) ORANGE COUNTY SANITATION DISTRICT (OCSD) COX COMMIJNiCA TIONS UNDERGROUND SERVICE ALERT (USA) PHONE 714-634-7287 714-895-0246 714-237-6040 949-644-3011 714-593-731!! 949-546-2757 800-422-4133 PUBLIC WOP~S DEPAiRTMENT EAST COAST HIGH\NAY AI\JD HAMPDEN ROAD RETAINING VVALL AND SCREEN VVALL APPROVED: DIRECTOR OF PUBLIC WORKS R.C.E. NO. 36106 LOCATION MAP NOT TO SCALE * SCREEN WALL TO BE FULLY PAID FOR BY THE CAMEO SHORES HOMEOVVNERS ASSOCIATION. BENCHMARK ELEVATJON=145.12 (44,233m) 3k-47-92 DESCRIBED BY ORANGE COUNTY SURVEY 1992 AT THE NOR1HE!\STERL Y CORNER OF TI-IE INTERSEC110N OF PACIFIC COAST HIGHWAY AND CAMEO HIGHLANDS DRIVE TO THE NORTH AND CAMEO SHORES ROAD TO THE SOUTH, 80 FT EASTERLY OF CENTERL!NE OF CAMEO HIGHLANDS DRIVE, 40 FT NORTHERLY t--7-/1-2/_0_7t-B-W-C-r?1.-A-S--B-Ll!-LT---------------------------t---i OF THE CENTERLINE OF PACIFIC COAST HIGHWAY, SET AT 4 FT BY 4 FT CATCH BASIN 4 FT BEHIND CURS FACE. DATE BY i DESCRIP110N OF REVISIONS APP'D. 40,72' SIDEWALK, CURB AND GUTTER AND SLOUGH WALL PER CNB PLAN R-5852-S EAST COAST HIGHV\JAY STA 217+00.00 ANG PT TO STA 224+60,00 BC PLAtlS P!!EPARED SY: PENCO ENGINEERING, INC. Civi! Engineering Planning Surveying Offi Tecmotogy Park &.le>'<) J--)25 ~=-Co!foma 92;·~ (049) 75-'Hlm I ·7 IJ,_l/)f RCE NO. 38639 AT! GENERAL NOTES L /\LL WORK DETAILED ON 1HESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE 11111-l THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 2003 EDITION AND SUPPLEMENTS TO DA TE, EXCEPT AS 01HER\\1SE STATED IN TI-IE CIT(S STANDARD SPECIAL PROVISIONS, OR IN 1111S CONTRACTS SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVA!LABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTIJAL LOCA llON AND ELEVA llON IN THE F!ELD PRIOR TO BEGINNING CONSTRUCTION. 3. P,C,C. SHALL BE CLASS 560-C-3250. CONSTRUCTION I\JOTES ®---PROTECT IN Pi.ACE (ITEM SHOWN ON PLAN) Ci)-REMOVE EXISTING TREE ~ REMOVE EXISTING RETAINING WALL . 0-REMOVE EXISTING SCREEN WALL @=--REMOVE EXISTING WOOD FENCE @-CONSTRUCT RETAINING WALL PER DETAIL ON SHEET 5 ~-CONSTRUCT SCREEN WALL PER DETAIL ON SHEET 5 @--CONSTRUCT 6• HIGH x 12" WIDE RISERS PER ARCHITECT'S Pl!\N @-=-CONSTRUCT SIDEWALK PER ARCHITECT'S PLAN INDEX OF SHEETS 1 TITLE SHEET 2 RETAINING WALL PLAN AND PROFILE STREET STA110N 218+82,79 TO 223+50 3 WALL PLAN AND SCREEN WALL PROFlLE STREET STATION 218+82.76 TO 223+50 ~~~Jl-SQ~~~~TION 223+50 TO 228+00 ( 5 WALL DETAIL SHEET , . 6 CAMEO HOA ENTRIES IMPROVEMENTS 11TI..E SHEET ~ ( 7 CAMEO HIGHLANDS DRIVE DEMOLITION PLAN ~ / 8 CAMEO SHORES ROAD DEMOLITION PLAN 1 ( 9 CAMEO HIGHLANDS DRIVE PRECISE GRADING PLAN \ & ( 10 CAMEO SHORES ROAD PRECISE GRADING PLAN ~ ) 11 FIRE TRUCK lURNING RADli ) ~ 12 W8R:~e-€8:f!R8~ ) , 13 W8R~e-ee~~~ , ~ 4<:-·-W8Rli51TC T-RAFRO CO/f!R8L PLAN Pl IAfJE 3 ) ~ 1§ W8Rl<SIR: T-RAmo SON-fl~~~Hl~SE--<,-../ ·-../-......_/..__/..__,,;-..._/~~'-......../'...__/"----". N'LY Ri'W -------HAMPDEN ROAD s'~v -' 52' 17' 1 o~ HAMPDEN ROAD STATION 219+26,20 (66+83.119m) TO 225+62.46 (68+77.052m) PARAU.EL TO PACIFIC COAST HIGHWAY R/W k I TYPICAL SECTIONS NOT TO SCALE REVIEWED OS P;, I / EAST COAST HIGHWAY , ':i}!J)? (I; AND HAl\~PDEN ROAD / Cl~1L ENG!NEER / --~ \..,1-RETAINING WALL AND SCREEN WALL DATI' !](!'. ;i...31s!ioo 1, N~ 3863 .-.-,~*, CIVIi-f"~ DESIGNED JL DRAWN BWC CITY OF NEWPORT BEACH R-5893-S ~ CHECKED CAP DATE 7/12/07 PUBLIC WORKS DEPARTMENT SHEET 1 OF 15 ,: CL o, OJ (X) cu li'".' -0 ['-. d 0 Q / (") 0 0 (\J / "' □ 7 / ' , ...... 71 0+00 218+50 219+00 219+50 220+00 223+50 . ' 218-1-00 -· 219+00 , .. ,., ,,. 220+00 -·I----· -PACIFIC HIGH\fi/AY ····· ······--· I ..... - N 58'37'58'\'i 222+00 223+00 ----- ''° .. --··-. ··---. •"-•-·· .. - i:i1-: • ~.z •. \ •. · ••• •• . -. \ -,. • I ' , i ;i•~ , , ~ N ' , "N I ' ,a, , 3: 'il.. I EX SCE. 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HORJZ, REBAR ''4 @24" II • ~ 8' CMU GROUT ALL COURSES #4 @24" ~ \/ERTl. REBAR:::; AT CENTER '., OF WALL I r- CLEAN SANO BACKFlLL BETWEEN WALL AND -EX. CURB WITH I ED 95% COMPAC110N FIN SH GRADE TI' EL. ,-SEE PLAN "° z / --~-~ __ JL SCREEN WALL NTS FROM STA. 218+71.76 iO STA, 223+84.76 AND FROM STA. 226+40.76 TO STA. 227+74.76 6' SCREEN WALL SEE SEC110N BELOW HORIZ. REBAR #4 @24" 8' CMU GROUT ALL--. COURSES "- r··-'--'-- #5 @16" VER11. REBAR L. __ 2 3/4" -(3) #4 CONT. TOP & 81M. /14 @16" TOP & B'!M. -/14 CONT. 6 1 RETAIN! NG WALL NTS FROM STA. 218+83.65 TO STA. 220+00.00 AND FROM STA. 221+49.34 TO STA 222+26.57 WALL CAAPN TW EL SEE ARCH. PL· ~-..·-~_LEE PLAN HORIZ. REBAR #4 @24"~ 8" CMU GROUT ALL-,, COURSES FINISHED GRADE ' (E. COAST HWY)\ )~ #4 @16" #4 @24" .-\'ERTI. REBAR ~ AT CENTER :,, OF WALL ':,:, I FINISHED GRADE (HAMPDEN) CLEAN SAND BACKFILL BETI'/EEN WALL AND EX. CURB Willi r 95% CDMPAC170N SCREEN WALL+ RETAIN!NG NTS FROM STA. 223+84.76 TO STA. 226+40.76 6' SCREEN WALL WALL CAP SEE SECTION BELOW " - SEE ARCH. PLAN'\. VARIES " 4' MIN. TW EL. • SEE PLAN~ t,·\ '2,:\ ,o • • T i ~, ~--.,~··1 i HORIZ. REBAR #4 @24" 8" CMU GROUT ALL· COURSES f/5 oo· r \IERTl. REBAR x < ::a ' "' I 2 3/4" "' TF El. s_EE PLA~/ ' ':i / t"<J u ' 2l---._J_~cjd..--.:-1~ -~ z-1-·---:,,!':iu. i'--(3) #4 CONT. ; TOP & BTM. #4 @16" i/4©16" 2' -o" J 12" , I TOP & B1M. 1-... , 4• -6" -#4 CONT. 6 1-8 11 RETAINING WALL NTS FROM STA. 220+00.oo TO STA. 221+49.34 WALL CAP SEE ARCH. PLAN\ Tl/I EL. /SEE PLAN ( 4)#4 VERT!. EACH PILASTER #3 @24" TIES AROUND VER1l BARS HORIZ. REBAR #4 @24" 16" BLOCK GROUT SOLID " / w -' ;;: 0 ~ CL w ~ CLEAN SAN BACKFILL BETWEEN W LL AND ·-EX. CURB ~ 1TH I 95% COMP TION ' TF EL. -ult:t1.~1 .... ~ldr. -;::~J. ~-:: I /SEE PLAN JJ L ·-r "1-~. =. ~-,~ !! "' ~ '\I (2) /14 CONT. u I\ TOP & BTM. --1·-o· I , i/4 @24• '\._ TDP & BTM. PILASTER DETAIL NTS 1/4 @24" CORNER BARS·--. LEGEND TW TOP OF WALL TF TOP OF FOOT! NG FG FlNISHED GRADE EL. ELEV AT I ON VER11, REBAR /\SEE SECTION I \ I \ I 8" CONC, BLOCK 8" CONC. BLOCK WALL RETURN DETAIL NTS DESIGN PARA~IETER 1. SOIL UNIT WEIGHT = 110 pcf 2. ACTIVE SOIL PRESSURE = 45 pcf EQUIVALENT FLUID (LEVEL) = 60 pcf EQUIVALENT FLUID (2: 1 SLOPE) = 50 pcf EQUIVALENT FLUID (BETWEEN 3: I TO 4-: 1)) 3. PASSIVE SOIL PRESSURE = 250 psf / ft 4. FRICTION COEFFICIENT BETWEEN FOOTING AND SOIL "' 0.30 5. ALOOWABLE SOIL BEARING CAPACITY = 2,000 psf FOR SHORT-TERM LOAD, CAPACITY= 2,667 psf (ONE-THIRD INCREASE) 6. WIND LOAD ON FREE STANDING WALL BASIC WIND SPEED = 70 mph WALL HEIGHT < 15 FEET, EXPOSURE 'c' PRESSURE COEFFICIENT qs = 12.6 psi Ce = 1.06 Cq = 1.30 IMPORTANCE FACTOR 1111 = 1.0 WIND LOAD = (12.6) (1.06) ( 1.30) (1.0) = 17.4 psf HALF OF WALL HEIGHT ' ' ! CLEAN SAND BACl<FIU. r APPROVED BY SO!L ENGINEER 'lJ:'17T----rf~~ 1 CF PER FOOT ~77'. ' j 3/4" TO 1-1L2" /40 ,....,_ ROCK WRAPPtD '-BY FILTER FABRIC ""-, r;:::::::::::i::':;;===.,i '--4• PERFORATED PVC L._ ~- BACKF I LL DET A I L GENERAL NOTES 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST ACI CODE AND THE SPECIFICATIONS FOR CAST-IN-PLACE CONCRETE. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,250 PSI AT 28 DAYS UNLESS NOTED OTHERWISE. 3. REINFORCING STEEL SHAi.l CONFORM TO ASTM A-615, GRADE 60. 4. CONCRETE MASONRY UNIT SHALL CONFORM TO ASTM C-90, TYPE N, NORMAL WEIGHT, V.1TH A MINIMUM COMPRESSIVE STRENGTH OF 1,500 PS!. 5. MORTAR SHALL BE TYPE N AND CONFORM TO AS1M C-270. GROUT FOR REINFORCED MASONRY SHALL CONFORM TO ASTM C-476. AS=BU~LT 0 +' tu H ' 0 o, E d u PL!lllS PREPARED BY: REViEVi"EO EAST COAST HIGHWAY ~ ~~~~21~~INEERING, INC, CML ENGINEER AND .HAMPDEN ROAD 5 ~~";!;'N;g ~.,2_~.t1 ra, RETAINING WALL AND SCREEN \1\/.All g -~~,= 1.0:.:_:ATE::_, .====;====:i------------r-::--,,~~--=---l ./,It M,c;, Cdfe<rla 92618 ,-C.J -I\ /' ;: (949)75"~ DESIGNED JL DRAWN ll"'C rvlT, y OF NEVA/PORT BEACH I_ R--5893-S "'□'., 7 /12/07 BWC LL:,. AS-BUiLT ( ,:.,.v v,J ( {I p7 ", V · r:DA-::TE:-'r=BY:-r=='--:o:::Es=cR=1P=11=0N-;-::oF:-:R=Ev1:::,s:::10::::Ns::---tA~P;;;;P,;-D.il.c.JAA&LO!.ds'J..Al.!.LP!.{!,,:1:D'2A+.....,~::"cc:!'.:E.,..N=o.-:-3:::8-:-63=9----"JJD~A~TE CHECKED CAP DATE 7;12/07 PUBLIC WORKS DEPARTMENT j SHEET 5 OF 15 2 CiTY OF COSTA MESA VICTORiA ST 'JICINITY MAP .. NOT TO SCALE SYI\JlBOL LEGEND POWER POLE SANITARY SE½'ER CLEANOUT SANiTARY SEWER MANHOLE FIRE HYDRANT • WATrn MEIER BOX & SERVICE WATER VALVE POWER POLE ANCHOR MONUMENT --, - • ,_ -CHAIN LINK FENCE •• • WOOD FENCE """"-..• ,·.c::-"' RETAINING WALL PALM TREE DECIDUOUS TREE EUCAL YPT\JS TREE CORAL TREE ., .... , c-. ""· ASPHALT PAVEMENT ABBREVIATIONS AC ASPHALT CONCRETE BCR BEGIN CURB RElURN ECR END CURB RE17JRN BC BEGIN CURVE EC END CURVE EX EX!S11NG NTS NOT TO SCALE C&G CURB AND GUTTER PB PULL BOX IRR IRRIGA TIONI IP IRON PIPE m METERS (METRIC) C,~TV CABLE TV DWY DRIVEWAY sco SEWER CLEAN OIJT ARV AIR RELIEF VAL VE LO LOCAL DEPRESSION BRICK WALK ETS ELEC1RONIC TESTING STATION (GAS CO) I [, •··· CONCRETE SW SIDEWALK TC TOP OF CUflB FL FLOW L!NE EXISTING IMPROVEMENTS FS FlNiSHED SURFACE ----PROPERTY LINE CL CENTERLiNE NEW CONSTTlUCTION CENTERL!NE SEWER LINE •••• WATER LINE GAS LINE --::_ -----POWER LINE ···---TELEPHONE LINE CABLEVISION LINE SPRINKLER SYS1EM '-, C , STREET LIGHT -"--SIGN 1RAFFlC SIGNAL PULL BOX GAS VALVE CAC1US [>~j IRRIGATION VALVf. UTILITY EUC EUCALYPTUS TREE SCE SOUTHERN CALIFORNIA EDISON ANG PT ANGLE POINT 1W TOP OF WALL 1F TOP OF FOOTING UTILITY' CONTACTS CONTACT SOUTHERN CALIFORNIA GAS COMPANY (SCGas) SOUTHERN CAUFORN!A EDISON COMPANY (SCE) SBC (FORMERLY PAC BELL) JIM BEVANS KEN EA]}IERTON CHRIS TAYLOR ALFRED CASTANON 808 CHENO½HH RICARDO JORDAN 800-624-8153 OR CALL T□LL FREE 1--800-422-4133 BEF□RE Y□U DIG CITY OF NEWPORT BEACH (UTILITIES DEPARTMENT) ORANGE COUN1Y SANITATION DISTRICT (OCSD) COX COMMUNICATIONS UNDERGROUND SERv1CE ALERT (USA) PHONE 714-634-7267 714-895-0246 714-237-6040 949-644-3011 714-593-73H:! 949-546-2757 800-422-4133 GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CON1RACT SHALL BE CONSTRUCTED IN ACCORDANCE \\'11H THE "STANDARD SPECIFlCA TIONS FOR PUBLIC WORKS CONSTRUCTION," 2003 EDITION AND SUPPLEMENTS TO DA.TE, EXCEPT AS 011-iERY~SE STATED IN TrlE crrYs STANDARD SPECIAL PROVISIONS, OR IN THIS CONIBACT'S SPECIAL PROVISIONS, 2. EXISTING UNDERGROUND UTILITIES ARE Sf-lOWN AS PER AVAILABLE RECORDS. THE CONIBACTOR SHALL BE RESPONSIBLE FOR VERIF'flNG THE ACTUAL LOCATION AND ELEVA 110N IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, !l!MENSION, AND FlNISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 550-C-3250, UNLESS OTHERWlSE SPECIFIED. 5. A~JUST ALL UTILITIES {e.g,, WATER VALVES, sea, SURVEY MONUMENTS, St.WER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FlNISf-!ED GRADE. • PUBLIC vVORKS DEPARTMENT CAMEO SHORES ROAD CAMEO H~GHLANDS DRIVE DEMOLITION NOTES OJ-SJ\WCUT AND REMOVE EXISTING AC, BASE & SUBBASE TO A HOA ENTRIES IMPROVEMENTS* -MINIMUM DEPTH OF 12 INCHES (UNCLASSIFIED EXCAVATION) [II-REMOVE EXISTING PCC CURB APPROVED: DIRECTOR OF PUBLIC WORKS R.C.E. NO. 36106 LOCATION MAP NOT TO SCALE DATE: ______ _ . W'LY R/W 60 30' ' 1-;~:__ n 5' 1·1LI 30' 20' ' I 5' E'LY R/W & GUTTER SW 5' --··-L"-=I EXIST CURBt EX_ IS ------___ -g· -r1- ,-...... ~-"~ _, .. Ji 8" PCC ! ! 4" AB I ·' ·c .. ..:.J/ IV'LY R/W 14.t± VARIES ' ' ,. ----... '" , ••.. ·~--,., '"'7 ,-. ----------------·---·f ,_1 t'.'· •• CAMEO HIGHLANDS DRIVE AT 11-lE INTERSECTION OF EAST COAST HIGHWAY 70 " 3c• ,, 35' 20.1'± 5' 5' 20'± VARIES VARIES E:'LY R/'11 -- 15.3'± . VARIES EXIST CURB_ & GlllltR --,,--------···•••••• f---~l 1·-:j ....... -.. a· PCC 4" AB CAMEO SHORES ROAD AT 11-IE INTERSEc·naN OF EAST COAST H!GHWAY TYPICAL SECTIONS NOT TO SCALE [II--REMOVE EXISTING WALL/SIGN [D-REMOvE EXISTING SIGN 0-REMOVE EXISTING TREE 0-REMOVE EXISTING PCC SIDEWALK l"Il-REMOVE EXISTING WACL 0-PROTECT IN PLACE (ITEM SHOWN ON PLAN) CONSTRUCTION NOTES (1)--CONSTRUCT TYPE "B" PCC VERTICAL CURB PER ~ NB STD-182-L Ci)-CONS;~UCT 8" ~cc_ PAVEMENT ~N 4" A~G B~SE ON 1 ~ MIN. 95% COMPACTED SUBGRADr., COt.OR, TEXTURE AND SCORING PER ARCHITECTURAL PLANS. (I)-PATCH BACK PAVEMENT WITH 12"X12" AC AND TACI< COAT OVER COMPACTED SUBGRADE (4)-SAWCUT & REMOVE EXISTING CURB & GUTTER AND ~ 1 FOOT MINIMUM EXISTING AC PAVING PER PLAN. 20NSTRUCT \:CC/{:~B ACCESS RAMP PER NB ::.T0-181-l, ~sA~~~.:J/,\ 0-CONSTRUCi 4" PCC SIDEWALi< PER Nl:l STD-180-L. SEE ARCHITECT'S PLAN FOR COLOR, TEXTURE, AND SCORING. ©-ADJUST EXISTING UTILITY COVER TO GRADE. 0--SAFETY PAINT MEDIAN NOSE TO Ci1Y INSPECTOR'S SATISFACTION. NOTE: UPON COMPLETION OF CONSTRUCTION, RESTRiPE CROSSWALK STRIPING. IF EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE !S/ARE DAMAGED BY THE PRIVATE WORK, HOAS SHALL RECONSTRUCT THE DAMAGED WORK AT THE DISCRETION OF THE PUBL!C WORl<S INSPECTOR. , __ q 1-------------------------------10.. 'TO BE FULLY PAID FOR BY THE CAMEO SHORES AND CAMEO HIGHLANDS HOME OWMERS ASSOCIATIONS As= IR u ~ l T ,i r--,..-----------------,--,,-,-------------,,---r;R;;;E\/1:-;;E~WE;:;D:--------,---::_....,:::.._:::::::._~::,_.::::.::__:__::=::_...::._ __ _j BENCI-IMARK ELEVA110N~145.12 (44.233m) TITLE SHEET "' 3k-47-92 DESCRIBED BY ORANGE COUNlY SURVEY 1992 :; AT TI-lE NORTI-lEASTERLY CORNER OF THE INTERSECTION OF CI\/IL ENGINEER CAMEO SHORES RD & CAMEO HIGHLANDS DR 0 PACIFIC COAST HIGHWAY AND CAMEO HIGHLANDS DRIVE TO TrlE HOA ENTRIES IMPROVEMENTS ~ NORTH AND CAMEO SHORES ROAD TO THE SOUTH, 80 FT EASTERLY L~--t--h-:-------------+--4D~A;_;iE~:==~:;::;:::c===+----~-------...-------l 3 OF CENTERLINE OF CAMEO HIGHLANDS DRIVE, 40 FT NORTI-iERL Y r /\ DRAWN cu OF THE CENTERLINE OF PACIFIC COAST HIGHWAY, SET AT 4 FT 7/121°1 BWC LL:1AS-BUILT DESIGNED BWC • ' BWC C!TY OF NEWPORT BEACH R-5893-S ~ BY 4 FT CATCH BASIN 4 FT BEHIND CURB FACE. DATE BY ~ESCRIP110", or R""SIONS IIAPP'D. CHECKED DATE p· 'BLIC '"ORKS o-p 1----6---1-,..-1 "J u " r "" CAP 7/12/07 L, -. vv -: t: /\RTMENT SIIEET OF O ✓" L;_: ::r: EE >~. r ;•-.. ,.,_ \ • \ Fl: l: I I \ \ I\ I\ ow !XI _,. /' ,'; ,,,,,,. , ,, ,,/_.,.-...-..,,,,,,~ ./ ·:/:·,,,· \/CUT_; ' / / [:f . ~~.: j i I/ CORTLAND DRIVE D l)I'✓ !XI I ·I '1 ! I I ! \ \ I / / I . . " ·-····-. --·--· ··-.\ / ,·, . ' ! I I --.. ·--., . ·--.. , ···-,1,.....,..,''-~ • •• .___ ~--{"·, !"•-.· v· °'i' -. __ ( --./~\ .-., -..... , ·'))•::":., ,_ r'"<·, (I" "· ·->:>? /' ~] .. .._ . ...__ ··--,--., --~···" •._- -.:·.:1~:·· -... . ---.. ~ ~·--;- ' ~-'1/1 ~ ... ~./ -I .. \t};,-••• i{?;:;_.·(j::~j;·~·· ··--.. 1 )'-··\o.}-/ • -_J""-'. ·,. ·,, "· .,._ '·"-'-.., DEMOLITION NOTES DJ-SAWCUT AND REMOVE EXISTING AC, BASE & SUBBASE TO A MINIMUM DEPTH OF 12 INCHES (UNCIJ\SSIFIED EXCAVATION) [_~ f-REMOVE EXISTING PCC CURB I 3 f-REMOVE EXISTING WALL/SIGN I ~ REMOVE EXISTING SIGN IT} REMOVE EXISTING TREE OR SHRUBS 0-REMOVE EXISTING PCC SIDEWALK [D-REMOVE EXISTING WALL 0-PROTECT IN PLACE (ITEM SHOWN ON PLAN) NOTE: IF EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS/ARE DAMAGED BY THE PRIVATE WORK, HOAS SHALL RECONSTRUCT THE DAMAGED WORK AT THE DISCRETION OF THE PUBLIC WORl<S INSPECTOR. LANDSCAPING NOTE SEE THE LANDSCAPING PLANS FOR DISPOSITION OF EXISTING PLANTING AND IRRIGATION LINES AND APPURTENANCES. PROTECT EXISTING TREES IN PLACE UNLESS OTHERWISE NOTED. LEGEND INDICATES LIMITS OF DEMOUTION / 0) f.:, , .--~~--•'w•j' "~•_"T':T:f':-""'.""~'.'f":""''~~~::r--,~,J:"'.:'."-:'"'·-~v,,_···,-:----~-:-~-"'".'.':"7':--""""~'"',..,.,,.._ • .,,.,," "·"::'"'....,~-'.X:'.''"' --.~ . ~"' ;,,_, GRAPHIC SCALE 1 INCH = 1D FT (FEET) / Q &R-,g ! I AS=BU~LT DESIGNED BWC DE~.~OLITION PLAN ' n rli 1----l---+------------t---iCHECKED CAMEO SHORES RD & CAMEO HIGHLANDS DR 0 aJ,Du~ CAP HOA ENTRIES !MPROVEMENTS ci EXP. 3-3'--1 DRAV.1-l 0 •~ 31l6J9 1----+---+--------------,---+----I 8\VC 1----------------r-:::--::".:::-=7'-::::'-I rs • CIV\\, 1112101 awe &As-BUILT DAiE c1rY oF NEvvroRT BEACH -R_-_5_8_93_-_s--j ~ DA1E BY DESCRiPTION or REVISIONS APP·o. 7 /12/07 PUBLIC WORKS DEPARTMENT SHEET 7 OF 15 ; L_ ______________________________________ ----L-,.--L........!......,__ ____ L-..,.L ____ ---L...., ____ _,__ _ ____,c_ o--,:;:-~ .,_,:._ :p ,-,;. r· ._ ' -~ ~ ~ ~, -::::,; ii\ er 24'_'~Ti~EE(~·~._,,, Ci"Ss.soi1s)</ ~ f~ I' ,. SA\.ICUT ow N 0, :08 ,, - Ii \ . 3-31-'oo No. 385JOV C DEMOLITION NOTES OJ-SAWCUT AND REMOVE EXISTING AC, BASE & SUBBASE TO A • MINIMUM DEPTH OF 12 INCHES (UNCLASSIFIED EXCAVATION) [I]-REMOVE EXISTING PCC CURB 0-REMOVE EXISTING WALL/SIGN [D--REMOVE EXISTING SIGN 1 5 r REMOVE EXISTING TREE oR sHRuss 0-REMOVE EXISTING PCC SIDEWALK [D-REMOVE EXISTING WALL 0-PROTECT IN PLACE (ITEM SHOWI~ ON PLAN) NOTE: IF EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS/ARE DAMAGED BY THE PRIVATE WORK, HOAS SHALL RECONSTRUCT THE DAMAGED WORK AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR LANDSCAPING NOTE SEE THE LANDSCAPING PLANS FOR DISPOSITION OF EXISTING PLANTING AND IRRIGATION LINES AND APPURTENANCES. PROTECT EXISTING TREES IN Pl.ACE UNLESS OTHERWISE NOTED. LEGEND INDICATES LIMiTS OF DEMOLITION GRAPHIC SCALE i INCH ~ !O FT 10 O 5 1C (FEET) 20 40 E+B~d3--1--l--l----1l DESIGNED BWC DEMOLITIO~J PLAN ---::r9--t----------------1----JCHECKED CAMEO SHORES RD & CAMEO HIGHLANDS DR HOA ENTRIES IMPROVEMENTS CAP DRAWN 7 /12/07 81'/C 'f AS-BUILT REMOVE EXIST WALL & TREES 1----l--~!=~='-------------1---iDATE DATE BY DESCRIPTION OF RE\/lSIONS APP'D. awe 7/12/07 (;j 0 1---------------,.--------iClJ CITY OF NEVVPORT BEACH PUBLIC VVORKS DEPARTMENT R-5893-S \'.:l~~ [ i f--------l ) SHEET 8 OF 15 C: • z. ------- i ----l- /J.""- , ____ ,._ , ____ ------..I,-~ ' . \ \ ,. ' i--i \ ; ',.! ···-·-,-----~~--~~--1 .. !~)-·,.-_-··_·,'' ,.,....... ···-.. ·-:;-!'yW.-\JT,···- 4:<--~~;v---- ·1' I -~.;:;,;/·,,.--::.... _ .. c1u::,::, CI"J \,--··· . \ i'"'•1p:, :_,,/✓- . , •.. ,-.. An,, __ , ,, .. >:/ 'o/ CORTLAND DRIVE -1 ----Ii, _/ : ,<·.~-:\}<': .-,.; EAST COAST HIGHWAY • i ~---"-------------r--.. -· COLUMN PER ARCH'S PLAN . /f ,, ~"-----·-··-·,::-.:" -,,,--~---_:._:>:_,,;~:-:·.".,, ··~. ·==.::;,;z:::=±==='==::;.,===..c •-~-,a--.. -_.-__ -__ -__ -... -.-__ -- / ··----------~-.. ---.4,. J)t:":· "'' ,, / :·,_;t:,, . .1, . -==--------~-"-• ,,./,_,, ·'0•'-- _____ ,_:,_", -. __ ,,_ -· . ----"-··--....... , .. ,. .. __ /,, ,,,-., .. , .. """" ' ----------------------------------------- CONSTRUCTION NOTE~ 0-CONSTRUCT 1YPE "B" PCC VERTICAL CUf,B PER NB STD-182-L. 0--CONSTRUCT 8" PCC PAVEMENT ON 4" AGG BASE ON 12" MIN. 95% COMPACTED SUBGRADE, COLOR, TEXTURE AND SCORING PER ARCHITECTURAL PLANS. 0--TACK COAT EXIST SURFACES AND PATCHBACK PAVEMENT WITH 12"X12" AC OVER COMPACTED SUBGRADE. (})-ADJUST EXISTING UTIL!1Y COVER TO GRADE. 0-SAFE1Y . PAINT MEDIAN NOSE TO C!TY INSPECTOR'S SATISFACTION. (8)--INSTALL PREFORMED SIGNAL DETECTION LOOPS '-:../ (6'-DIA) PRIOR TO PCC PAVING CONSTRUCTION 0-INSTALL TRAFFIC SIGNAL PULLBOX (#5) & SPLICE DLC TO NEW CONDUCTORS (#14) IN PULLBOX (i9)--INSTALL 1" CONDUIT & NEW CONDUCTORS (#14) @--SPLICE NEW TO EXISTING CONDUCTORS NOTE: UPON COMPLETION OF CONSTRUCTION, RESTRIPE CROSSWALK STRIPING. DESIGNED DRAWN IF EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS/ARE DAMAGED BY THE PRIVATE WORK, HOAS SHALL RECONSTRUCT THE DAMAGED WORK AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. BWC CAP GRAPHIC SCALE 1 mcH ~ 10 F1' ' 10 (FEET) 20 ' 1 I AS=BU~l T PRECISE GRADING PLAN CAMEO SHORES RD & CAMEO HIGHLAt..JDS DR HOA ENTRIES IMPROVEMENTS 0 Q; C 0 u ,< 0 f'~ ·-c::i '" C} / M n 0 BWC 1------------------------1 n.1 1-7/_12_;,_01+a_w_c-i=/t\=1=A_.s_-s_u1_Lr _______ -1-----1DATE CITY OF NEWPORT BEACH R-5893-S ~ DATI:: BY DESCRIPTION OF RE'vlSIONS APP'D, 7 /12/07 PUBLIC WORKS DEPARTMENT SHEET 9 OF 15 ,; L.....--------------------------------------------------------------------------------------.1-.......JL.......l....----------..L.-..J....-:....;,,_J...., _________ ..i.... _ _;:::._..:..;;:;.JLL • ····--·" -··--··--· ·-·---- -----··-·" ... ---·--....... ·-···-···· ··-····-· , .•. ···------·---··--· \ " ; ---V \' -~------ '""""' ·-' ....... ~... • ' ["\ ·-....... -······~--(., ..... .,, ;-·-··-----,-----..... ,, •• _, __ , ................. l-• L COI\JSTRUCTION NOTES CD-CONSTRUCT TYPE "B" PCC VERTICAL CURB NB STD-182-L PER 0-CONSTRUCT 8" PCC PAVEMENT ON 4" AGG BASE ON 12" MIN. 95% COMPACTED SUBGRADE, COLOR, TEXTURE AND SCORING PER ARCHITECTURAL PLANS. CD--TACK COAT EXIST SURFACES AND PATCHBACK PAVEMENT WITH 12"X12" AC OVER COMPACTED SUBGRADE. ©-SAWCUT & REMOVE EXISTING CURB & GUTTER AND 1 FOOT MINIMUM EXISTING AC PAVING PER PLAN. CONSTRUCT PCC.Jc:WB ACCESS RAMP PER NB STD-181-L-B,(E,AJ~._l:9m_ ©-CONSTRUCT 4" PCC SIDEWALK PER NB STD-180-L. SEE ARCHITECT'S PLAN FOR COLOR, TEXTURE AND SCORING. ©-ADJUST EXISTING UTILITY COVER TO GRADE. 0-SAFETY PAINT MEDIAN SATISFACTION. NOSE TO CITY INSPECTOR'S 0-INSTALL PREFORMED SIGNAL DETECTION LOOPS (6' -DIA) PRIOR TO PCC PAVING CONSTRUCTION ®-SPLICE NEW TO EXISTING CONDUCTORS NOTE: UPON COMPLEilON OF CONSTRUCTION, RESTRIPE CROSSWALK STRIPING. iF EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS/ARE DAMAGED BY THE PRIVATE WORK, HOAS SHALL RECONSTRUCT THE DAMAGED WORK AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. \ ..... ' - u1 r \ s'C<.'>P,•,,w•,,.,,, """• ., \ T ------··1 •:i :!•:: .... ·-· -· -, __ "'" " ''---J.. I .c j • / \ j L / I GRAPHIC SCALE 1 !NCH ~ 10 FT 'O C 5 10 {FEET) zo 41; • otE±TT:b:-.-111±1~1=1 =:!1====±1 =========I P\S=BU~l T DESIGNED BWC w Q " ~ l.'.J I IJJ 0 / CJ) C 0 d (:; / 01 Q; '· 0 s:. V) D OJ £ d u ... , 0 :""·--1------+--+---------------1----1CHECKED PRECISE GPJ\DING PLAN CAMEO SHORES RD & CAMEO HIGHLANDS DR HOA ENTRIES IMPROVEMENTS C, -0 CAP DRA\\N awe DATE BY i DESCll!PllON OF REl!SIONS APP•o. 7/12/07 / C) 0 0 r----------------------------10.J / CITY OF NEWPORT BEACH R-5893-S PUBLIC WORKS DEPARTMENT SHEET 10 OF 15 "' [:l ' -~ ~~ ' -- ' __ -'-"HA=M:.:...:PDEN ROAD ----. '----...... -._ ~ 229+00 EAST COAST HIGHWAY 20 I GRAPHIC SCALE 1 !NCH "~ 20 FT o m 20 (FEET) 40 ao Fl Fl ~.I~ ~'-~( __ ~I -~ <1) Ll / CJi C " 0 C CJ / "' ,, L lJ .C (/) TRAFFIC REQUIREMENTS: The contractor shall maintain the following traffic lane requirements: Ha.::nrden Rd: Maintain one travel lone in each direction during construction. _Cameo Shores Rd & Cameo Highland Dr: Maintain one travel lone in each direction during median & curb construction. Contractor to provide flogger operation & maintain one-lane two-way traffic during paving construction. Pacific Coast Hwy: Maintain two-lane traffic in each direction at aii time. Prohibit left turns when in conflict with construction and when left turn visibility is restricted by construction. Working Hours to be approved by the City of Newport Beech All private driveways and side streets shall be kept open ct all times except when construction takes place directly in front of the driveway/side street. Ail open excCJvations on public streets shCJil be bock-filled or steel-plated (anti-skid plates) for fraffic to the satisfaction of City Engineer outside the working hours. Traffic shall be restored to normal conditions during non-working hours. SIGNS: (ALL SIGNS SHALL BE REFLECTORIZED AND OF STANDARD SIZE. WORK AREA WARNING SIGNS ___ SHALL BE ORANGE SIGN FACE.) G20-2 C9A (CA Code) C17 (CA Code) C27 (CA Code) C30 (CA Code) W1 -1 (L/R) W1--6 W3-4 W13-· 1 W20-1 W53 R1 ·-1 R2-1 R3-2 R3-4 R9-10 R3-5(L/R) R4-7 R9-3o R9-3b R10-7 R10-11 R11-2 R 11 --4 OM1-3 LEGEND: END CONSTRUCTION FLAGGER SYMBOL 25 MPH CO~ISTRUCTiON ZONE SPEED LIMIT LANE CLOSED TURN SIGN (LEFT/RIGHT) SINGLE HEAD ARROW SIGN PREPARE TO STOP ADVISORY SPEED LIMIT ROAD WORf< AHEAD NOT A THRU STREET STOP SPEED LIMIT SIGN NO LEF-T TURN NO U-TURN SIDEWALK CLOSED, (ARROW) USE OTHER SIDE MANDATORY MOVEMENT LANE CONTROL (L/R) KEEP RIGHT NO PlDESTRIAN SYMBOL SIGN USE CROSSWALK DO f'-JOT BLOCK INTERSECTION NO TURN O~J RED ROAD CLOSED ROAD CLOSED TO THRU TR/,FFIC TYPE N-1 OBJECT MARKER (YELLOW) EXISTING SiGN )l H • T ~ ➔ © v;-:a ® NEW SIGN AND POST TYPE TWO BARRICADE TYPE THREE BARRICADE DEL!NEATOR WITH WHITE REFLECTIVE TAPE, 25' MAX SPACING EXCEPT AT iNTERSECTIOf~ ( 1 O' MAX SPACING) FLAG TREE (HIGH WARNING DEVICE) ' SIGNALIZED INTERSECTION DIRECTION OF TRAVEL COVER EX. CONFLICTING SIGN DURl~IG CO~JSTRUCT!ON CONSTRUCTION AREA FLAGGERS TRAFFIC CONTROL PLAN GENERAL NOTES: A. It is the responsibility of the contractor performing work on a public street to install and maintain the traffic control devices as shown herein, as well as any such additional traffic confrol devices as may be required to insure the safe movement of traffic and pedestrians through or around the work area and provide maximum protection and safety to construction workers. B. All signs, delineotors, bar6cades, etc. and their instoiiotion shall conform to the State of Coiifor·nia Standard Specifications latest edition and the Manual of Uniforrn Traffic Control Devices (MUTCD) 2003 Edition and California Supplement and the Work Area Traffic Control Handbook (WATCH, latest Edition). C. The City reserves the right to observe these froffic control plons in use and to make any necessary changes cs field conditions warrant. Any changes shali supersede these plans and be done solely at the contractor's expense. Exact location of all equipment and traffic control devices shail be determined by the Engineer. D. Ail delineators shall be equipped with reflective band at night time. E. All traffic lanes shall have a m1n;mum of 5 feet clearance from open excavations and a minimum of 2 feet from vertical obstructions. F. Contractor shall provide floggers as deemed necessary by the City Engineer. G. All advanced warning signs shall be equipped with flags during daytime working hours and with warning lights at night. H. Traffic sionals shall remain in operation at oil tirnes. Signol J operation during each construction phase shCJII be coordinated with and approved by the City Engineer. i. Pioce additional "LANE CLOSED" (C30) signs on Type ii barricades at 150 foot intervals throughout extended Nork ' ' • I t 'I " "C:'-N TRE''CH" areas in eoch lone that 1s c1osed. .ns .ai U, t 1 1, (C27) signs whenever on open excavation area exists adjacent to the traveled way. J. Ali temporary traffic control devices shall be removed fo!lowing completion of each construction stage and the permanent traffic contr-ol devices shall be restored by the contractor upon completion of project. f(. Contractor shall replace/repair oil damaged striping with ten1porary striping or raised pavement markers at end of each working day. L. Contractor shall comply with the requirements of the American Disability Act Accessibility Guidelines and with the California Accessibilitv Guidelines as related to pedestrian access and shall maintain pedestrian access at ali times per AD1\ requirements. AD/.l, requirements. Sidewalk closure/detour shoii comply with the WATCH standards. M. Contractor sholl cover or remove oil confiicU ng signs. N. Contractor shall post "symbol" uneven lanes, "Steel Plates Ahead" or "Bump" signs, for pavement surface disruptions of 1 /2 in. or g1·eater. Pavement disruptions of 1 ,n. or greater shali hove beveled edge of four( 4) horizontal to one( 1) rt' ' ve iCOi. 0. Contractor sh oil lnstnil "CAUTION STEEL PLATES AHEAD" and/ or "ROUGH ROAD" signs in advance of steel plate bridging. ~A, /; 1•· I') " CSA' I (CA. CODE) "-,,y C17(25): (CA CODE) C27: (CA CODE) G20-2: R1-1: R3-2: R3-5(L): ROAD V□RK i SPEED UM!/i 25i LOCATION MAP NOT TO SCALE R4-7: R9-3a: R9-3b: R9-10: R10-11: R11-2; R11-4: W1-6(L): W3-4: ~ ~ S!DE\,'ALK CL□SE9 .i)J;E ~MLJlllE I ND TURN ON RED ROAD CLOSED ROAD CLOSED l TO THRU TRAFFIC I< BE PREPARED T□ STOP CORTLAND DR f W20-1 COl'fffl'ACTOR TO NOTIFY CITY'S SIGNAL OPERATION ONE \'/EEK PRIOR TO CONSTRUCTION TO ARRANGE FlXED-11tiEIJ PHASING OPERATION OlJRING CONSTRUCTION. L--------------,-~ 12' 17' 11 ' V'2 ~ ~ a ~ ~ c'.3 R') .. 1017,01 /TC/TC-041,DW DATE BY ' ' R4-7 C30 C30 C30 C30 R4-7 1' \ CAJ1J.EO S.HORES ROAD & CAl1J.EO HIGHLAND @ PACI.FIG COAST JlIGHWAY Pl-JASE I 150' SHffl TAPER DRIVE \ mo t\✓ / DESIGNED ____ ,, CHECKED DRAWN KH ME FM 20 ' \ GRAPHIC SCALE 40 BO I j ( IN FEET ) 1 inch ,=:, 40 ft. VVORKSITE TRAFFIC CONTROL PLAN CAMEO SHORES RD & CAMEO HIGHLANDS DR HOA ENTRIES IMPROVEMENTS 1CC I DA1f CITY OF NEWPORT BEACH R-5893-S OESCRIP1I0N OF RE\!lSIONS .~PP'D. 8/29/05 PUBLIC WORKS DEPARTMENT SHEEi 12 OF 15 ,,Jj 0 Ll ('' --c:_, ' u C '· •• C 0 u 0 ' a r-- 0 ,a C) C CV! CJ CJ n.1 / "' 0 - l / ,.,_ r •·· \ '' -. •.. l W20- SHORES ROAD AND CAMEO JIICHLAND DRIVE @ PACIFIC COAST HIGllfVAY PHASE II ~J ~ PACIFIC COAST HPIY C0RTLA.1VD DR I CONTRACTOR TO NOTIFY Cf!Y'S SIGNAL OPERATION ONE WEEK PRIOR TO CONSTRUCTION TO ARRANGE FlXEll-'11MED I PHASING OPERATION DURING CONSTRUCTION. 22' ...... ,,-· ' i 2' 6' ~...,----------'"------········-...... . --·-----·····-··---·----"-"-----::Cc.c:.C;f)'~---·---·---) ➔ 1T ➔ 10-11 ~I 't '""-G20-2 20' 20' 150' SHIFT TAPER 12' 12' 12' 12' i 017.01/fC/TC-03.DWG ··-·----------·---------·--··" ,, )l H T ® ➔ (f;) E'.c-2 ® r r r I j I -v1sT1Nr tn I • .._, S!GN NEW SIGN AND POST TYPE TWO BARRICADE TYPE THREE BARRICADE Df1.INEATOR WiTH WHITE REFLECT!VE TAPE, 25' MAX SPAC!NG EXCEPT AT INTERSECTION ( 1 O' MAX SPACING) FLAG TREE (HIGH W.t\RNit~G DEVICE) SIGNAL!ZED INTERSECTION DIRECTION OF TRAVEL COVER EX. CONFLICTING SIGN DURING CONSTRUCTION CONSTRUCTION AREA FLAGGERS GRAPHIC SCALE ( HJ r'BET ) 1 inch ; 40 lt. DESlGNED KH VVORKSITE TRAFFIC CONTROL PLAN :2 Q / (j -·----------+----------------+----CHECKED DRA\IN ,--+--+-------------+----DATE DATE BY DESCRIPTION OF REVISIONS ME FM CAMEO SHORES RD & CAMEO HIGHLANDS DR HOA ENTRIES IMPROVEMENTS ,., 0 {.~, 1--------------,-------1 cu CITY OF NEWPORT BEACH R-5893-S :;; r-------1 D PUBLIC VVORKS DEPARTMENT SHEET 13 OF 15 :7 L-----------------~---------------------------·-------------------------·-----------------...__.,__--1. __________ .;....,.___., ___ _._ _________ _,, ____ __.~ APP'D. 8/29/05 E ::i: '.'L ;;;,, ~ c-,--. TYP. TRAFFIC C01'lTROL PLAN "A" FOR STREET PAVING OlvLY (2-if.4Y TRAF'f"!C W7TH F'LAGGERS) I Fl.AGGERS MUST MAINTAIN EYE CONTACT OR USE 2-WAY RADIO COMMUNICATION. i G20-2 i CORTLAND DR 22' 12' 12' 17' ?O' t R4·~·7 ,·--... (-rr- I i I ,, O' ! I ! l~ ··-.~ R4-· 7 /(~,<•" 1'?/C ( i a 20' ~ ~ 1' i3 R/C P.4CIFIC COAST J{WY C30 \'/20-1 ; CORTLAND DR I CONTRACTOR TO NOTIFY CITY'S SIGNAL OPERI\TION ONE j WEEK PRIOR TO CONSTRUCTION TO ARRANGE flXED-TIME!l i PHASING OPERATION DURING CONSlRUCTION, 20' 20' i R4--7 /""' . .,,.., ' i I C 10·] 20' 20' ~ t t i i3 (_o~ ,j R4-7 ... , --------------""'<'.'-' 0 7R11~4 \_,,_W53 BUS \-1: ~; ______ \ NPAT G20-2 STOP R10 _7 \.";;/ \7\ l c1 '·r-<1.,_ -------·~--------J. - 22' R/C 12' ©R3-4 I R3-2 ---···· ,.--.. ··------------------____ ,(''.'.__ .. -----. ------------.. _ _) 10' .ir '!2' 17' ➔ TYP. TP..AFFIC CONTROL PLAN "B" FOR STREltT PA Vl~VG ONLY (2-ffAY TRAFFlC VfITfI FLAGGERS) !Fl.AGGERS MUST MAINTAIN EYE CONTACT OR USE 2-1'/AY RADIO COMl.iUNICATION.l PACIFIC COi!ST H'Ji'rY 21' 12' C3012' C30 -----------------. .LEGEND: )l H • T ® ➔ © l2'Za ® ·-"""--- EXISTiNG SIGN NEW S!GN AND POST TYPE TWO BARRICADE TYPE THREE BARRICADE DELINEATOR WITH WHITE REFLECTIVE TAPE, 25' MAX SPACING EXCEPT AT INTERSECTION ( 1 O' MAX SPACING) FLAG TREE (HIGH WARNING DEVICE) SIGNALIZED INTERSECTION DIRECTION OF TRAVEL COVER EX. CONFLICTING CONSTRUCTICH~ AREA f.LA00 ERC' • ,\JV . 2) SIGN DURl~JG CONSTRUCTION 1017.01 /TC/TC-05.DWG i)) GRAPHIC SCALE 40 C :W 40 80 HiO 1---tJ--n-,...-<··r~1--_ -+-1 ==ti------' -------=1 ( IN FEET ) 1 inch -ca 40 ft. ~ I DESIGNED 1/<;>?-PITSS-Z7,I(' t-----t---+----------------;-----·----f(H ~ ;µ,,'1~0 "'<" V\IORKSITE TRAFFIC CONTROL PLAN ✓.. _°_ ~'I_ ---+---t-------------+-----<1--C-HE_C_KE_D_M_E____, ~~i CAMEO SHORES RD & CAMEO HiGHLANDS DR '"' 1 ~ • ----------------+--b=w~,----l HOA ENTRIES IMPROVEMENTS EXP. s-,o-~, -"' DRA J, 8 \';;;> No. 63558 /s,;, ,--+----+-------------1----1 CM 1-------------,-------1;! "'1-C/V!\.. d~ ---1 CITY OF NEVVPORT BEACH R-5893-S CC; or CAU'v ✓, 1---+----+----------------1----1DATE f--------1u ,-, 0 DATE BY DESCRIPTION OF RE\llSIONS APP'D. 8/29/05 PUBLIC INORKS DEPARTMENT I SHEET 14 Of 15 7 L...-------------------------------------------------------------------------------------------------~----·---'---'---'------------~"--~J....---.....L------------'----------' C. I HAMPDE1V ROAD RETAINING 1fALL &: SCREE.N WALL CONS_TRUCTION I I ' I I ! // / ' i I I ' \ \"' W1--1 (R) -,,,,,, 1 11 ') \ Vr,.J·~-\ 0 . ' I ' ------------------_,,,,,,,,,,,,,,,_ - PACIFIC COAST' HIGHWilY 20' 101 20· .-.---·--·--N?i\T ___ { G20-21 9 BUS STOP ----~~~ ·--·······------·-· 22' !2' 12' ---------------------------=-----------6' --_·:::==:_:_--::=~:=:--~--) ' ~-:s~ _o'='=c-V_' __________ 2.9_:_____________ ;j;"\ 12' G20-2 ~ \ \ R2--1 (25)--u\ ' \ \ ! H R3-4 RlO 7 \ : 2' = CL LEGEND: \ \ ' \ H T EXISTING SIGN NEW SIGN AND POST TYPE T\11/0 BARRICADE 1YPE THREE BARRICADE DELINEAT0R WITH WHITE REFLECTIVE TAPE, 25' MAX EXCEPT AT INTERSECTION ( -1 O' MAX SP/l.CING) • FL.AG TREE (HIGH WARNING DEVICE) : SIGNAliZED lNTERSECTIOt~ DIRECTION OF TRAVEL SPACl~iG \ \ \ \ \ \ \ ' \ ' ' ' \ \ \ ' \ \ \ \ \ \ \ \ \ \ . COVER FX CONFLICTING PZ?J • CONSTRUCTION ARE/\ SIGN DURING CONSTRUCT/Of~ GRAPHIC SCALE (,-;:._ "\ " J FLAGGERS "-../ ( IN !?HE'r ) 1 inch = 40 ft. !i, I DESIGNED g~ ' KH ,;ieJ1~~u~ :1,\ ,______,' _______________ --+--_,-CHECKED VVORKS!TE TRAFFiC CONTROL PLAN ~ 1/:, Ir' ""---'61 '--ME CAMEO SHORES RD & CAMEO HIGHLANDS DR '.; lf:!l ·-; -i r:i Do. A"·" HOA ENTRIES IMPROVEMEMTS ~ \r,; EXP. 9-30--,06 j !iJ " "" n ~~~ ===:-.. -___ -___ :====~----------·~-=--=--=-·------==~-_-,-----,oAn: FM 1--C-IT_Y_O_F_N_!_:--_W_P_O_R_T_B_E_A_C_H--.-__ -_R----~-__ 8-9~3=-=S-._-1; 1017.01 /TC/TC-02,0WG DATE ,' BY DESCRIPTION OF REv1SIONS f APP'D. I 8/29/05 PUBLIC WORKS DEPARTMENT SHEET 15 OF 15 _} ------------------------------------------------~----'-----''----'--------"--'..,,___ _ _._ ______ .........,. __ ~, .. '-------------------~- 71