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HomeMy WebLinkAboutR_5914_SSheet No. 1 2-5 6-8 9 10-14 15-16 17 18-20 INDEX OF SHEETS Description Title and Location Map Typical Cross Sections Construction Detai Is Construction Area Signs Traffic Hand I ing Plan Pavement Delineation Deta i Is and" Quantities Summary of Quantities Electrical Plans THE STANDARD PLANS LIST APPLICABLE TO THIS IS INCLUDED IN THE NOTICE TO CONTRACTORS AND SPECIAL PROVISIONS BOOK. CONTRACT FROM OF CALIFORNIA STATE DEPARTMENT OF TRANSPORTATION PROJECT PLANS STATE FOR CONSTRUCTION ON HIGHWAY IN ORANGE COUNTY IN NEWPORT OLD NEWPORT BEACH AND HUNTINGTON BOULEVARD TO ROUTE To be supplemented by Standard Plans dated July, 2004 BEACH 39 NEWPORT BEACH HUNTINGTON BEACH ~ri• DIST COUNTY ROUTE KILOMETER POST SH TOTAL TOTAL PROJECT No SHEETS 1 2 Ora 31.8/38.2 20 - Eb lillltans LOCATION MAP RIVERSIDE s..t.N Dl(CO IW!:RIAL The state of Col/torn/a or Ifs officers or 0(}6FlfS shrl/1 not be responsible for the accurQCY or completeness of elecfronlc cop!M of this pion shoot. Cal-Trans f1QK h:Js a web slle! To ()1/o tro web sfte. (JO /0: ftfp:/lwwwlirJJXJ.l)OI SANTA ANA RIVER BEGIN CONSTRUCTION End Work Sta 155+80 TALBERT CHANNEL BRIDGE END CONSTRUCTION STA 161+89 The Contractor shall possess the Class (or Classes) of I icense as specified in the ''Notice to Contractors''. KP 38.2 PM 23.7 SANTA ANA RIVER BRIDGE W BALBOA BLVD NO SCALE FOR REDUCED PLANS ORIGINAL 0 20 40 80 SCALE rs IN MILLIMETERS USERNAME ~> tclhuynh KP 31.8 PM 19.8 Begin Work Sta 232+00 ~2/17/05 Project Engineer Oo-te Regis-tered Civi I Engineer February 28, 2005 PI ons Approvo I Do-te R-5'114- Contract No. 12-0G0004 cu 12601 EA OG0001 ~ 0 0 N ' rn WITT ~~ ' .. 00 ITT NO "' 0 ' ,-.. 0 ' N 0 0 >-w "' "' - 0 > w w "' a: -w > I-w <( a: 0 W N N I-0 0 <(' ' ow w <( z <( a. '->->-OaJ w "' 1-0 0 <(W -'z w ::,O " u-u -'"' w <(W a: uo u ::c a: z ,. ► ,. z ::, -" ::c z ,. I-¢ 0 ,. z .., 0 z a: Q. ¢ 0 ..I i!i ;:: i:!: ~ w V, (,) z .. z I= ¢ ~ z ,-. w z ~ I- a: z .. ... ¢ ..., C, :IE ' .. z ~ .... ::; i .. '-' ~ ..., s V, • I I NORTHBOUND R/W VAR ES 2_4 ETW EXIST CONC 12.2, 13.7 & VAR BARRIER\ ROUTE 1 ~ I 12.2 & VAR \ 0.9 9.8 & VAR 17.3&VAR \,, '' ' J__-__5. I 7.3&VAR I 1 2.1 & VAR I ' ' l VAR I ' ' 51/. IE---• - I '2. 7 I EXISTING 0.9 m PVMT REINF FABRIC ROUTE 1 I SOUTHBOUND ETW 2 _4 ES 2.7 R/W & VAR WALL EXISTING 0.9 m PVMT REINF FABRIC NEWLAND STREET TO BROOKHURST STREET R/W ES ETW VAR n., 4.3,2.4 & VAR J__-__5. EXISTING 0.9 m PVMT REINF FABRIC NORTHBOUND ROUTE 1 EXIST MEDIAN- O.G, 3.3 & VAR7 ~ 14.6, 11 .3 & VAR \ 2. 7, 6.1 ; 8.5 I & VAR 8.5 & VAR I 8.5 & VAR 6. 1 6.1 I I 3.3 ; 2.7 152 mm PCC ROUTE 1 ROUTE 39 TO NEWLAND STREET FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS SOUTHBOUND ETW ES R/W 4.3,2.4 4.3, 2.7 & VAR & VAR EXISTING 0.9 m PVMT REINF FABRIC 0 2D I I I I I , I , I 40 80 IUSERNAME ->tclhuynh DGN FILE >cOgOOOcoOOl.dgn NOTES: DI ST COUNTY I ROUTE 12 Oro I 1 I 31 .a/38.2 I 2 I 20 I _pj ~[::--:"""~~=,____J2/17/05 ~=..- REC !STEREO CIVIL ENGINEER ~l'of£Ssio..,a1; ,.,0:-,.,~ LOANNA < <"~ /;; HUYNH ':. 2-28-05 -1 1 • ~P,-A-NS,..::..AP..:Pc:RO_V::.A::.L -D.-T-E----11~ ... C 52386 E l--'-'='-=====--==~----11-l< ~~p.12/31/06 .._ '--Tha State of Ca/lfornla or Its OTflr;ers or agents -.I' CI y I ..,. sfrJ!ff)IJfberesPQ11Slo/eforth/Jo=iracyor '4¾--~,.,. ccmplefonass of e/oc;tron/c r;xJp/es of t/Jls plan steet. OF CAL ..-'-":..e Coftrans OOH f'tJs a web site! To get lo lte web site, (JO fa; fit{)'/ /www.dol.co.l)(N 1. DIMENSIONS OF THE STRUCTURAL SECTIONS ARE SUBJECT TO TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS. 2. SUPERELEVATION AS SHOWN OR AS DIRECTED BY THE ENGINEER. 3. RUBBERIZED ASPHALT CONCRETE SHALL NOT BE APPLIED ON CONCRETE PAVEMENTS AND CURBS. 4. EXISTING DRAINAGE INLETS, CLEANOUTS, AND METAL PLATE DETECTORS SHALL BE PROTECTED IN PLACE. 5. EXISTING UTILITY FACILITIES HAVE NOT BEEN PLOTTED ON THESE PLANS. LEGEND: ~VERLAY 30 mm RUBBERIZED AC (TYPE G) ™ COLD PLANE AC PAVEMENT (30 mm MAX) ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN TYPICAL CROSS SECTIONS NO SCALE I cu 12601 I EA OG0001 X-1 □ >-w VJ <D - □ > w w er VJ -w > !-w <( er □ WN N !-0 0 <(' ' ow w <( z <( CL '>->-□<D w <D !-0 □ <(W .JZ w ::, " "' u-u __, VJ w <(W a: u □ u :z:: er z w >-w z ::, -" :z:: z w !-<C 0 w z • 0 z er Q. <C 0 ..J i!s ;:: ... ,__ 25 w "-(J V, :z ... z I= <C 1:5 z ,__ w :z ~ I- a: z ... -"-<C ..... C ::::E ' ... % a: 0 "-::; j ... '-' "-0 ..... !c ,__ V, • I NORTHBOUND ROUTE 1 (f_ I I SOUTHBOUND R/W ES ETW I ETW ES R/W 1. 1. 5 2 .4 11 .3, 11 .6 & VAR D.6, 2.1h.6, 2.1 11.3, 11.6 & VAR & 3 & VAR & VAR I 1 S :h, / EXIST CONC BARRIER iiv ,. 2.4 3.6 & VAR II " " " "VEXIST " l ,1• EXIST A2 200 c~~~1~ ~ E... ~ /j~1• l ~ / L __ .J~-J l t71 5 EXIST A2-200 :: CURB ~I ,, ,, ~ ----------+] --... -~1-----------~: ----- ,' l _ -~--_J1----- - - - - - - - - - - - - - - - - - - - - - - - - - ------- - - - - - - - - - - - - - - - - - - - ----- - - - - - - - - - - , ' ' I L---7 ,' I L---------------------------------------------------------------------- 1 L --7 '------ EX I ST! NG 91 mm AC 182 mm CL 2 AB 122 mm CL 4 AS R/W ES ETW VAR 2.4 4.< L[TI ------------------------- EXISTING 168 mm AC 274 mm CL 2 AB 213 mm CL 4 AS ROUTE 1 ------------------· [D--- SANTA ANA RIVER BRIDGE TO ORANGE STREET NORTHBOUND 11 .6 ROUTE 1 t I 0.6, 2. 1'0.6, 2.1 & VAR I & VAR I SOUTHBOUND 11 . 6 CONC BARRIER --------~--i : I I I: : I I -----------1 : I ' ___________ I ETW ES R/W 2.4, 4.D VAR ''V EXIST ,,, 1 5 'I' ~ ' ' iJ_.,__?, EXIST AC D' KE ~1 .. ;;;;;:11=-~5½~-======~!~==2=1/.===lt======::,'I':::::====~~t==-------=21/.=". :._ ___ Ll __ _l_:'!5~½,:_:._ I /EX! ST AC DIKE \ --• ' 1; ,' ~----Jt----------- ----------------------------------------------------------------------~ \\ / I I i \ 11 :------i ______ -------· -----------------------------------------------__________ . I \ I 1 ___ . --7 --------------1 \ I ~--------------------------------------------------------------------: \ EXISTING ___ 91 mm AC 1 82 mm CL 2 AB 122 mm CL 4 AS L[TI EXISTING 168 mm AC 274 mm CL 2 AB 213 mm CL 4 AS ROUTE 1 --------------· [D--- SOUND WALL DI STI COUNTY I ROUTE 12loral 1 I 31.8/38.2 I 3 I 20 \\ ~l 2/1 7 /05 on:ssi REGI::.1ERED crvrL ENGINEER ~'i'I', o,.,"'< S"' LOANNA <;. :; HUYNH ~ 2-28-05 §·~ ~ C52386 ) ~.~ PLANS APPROVAL DATE 3/, Exp 12/31/06 1-T/-EJ State of Callfornla or Ifs officers or a,;ents --t,(. ..r C~ * shall f'IOf b6 resf)Qf!Sfbla for tte accuracy or ~~ -..,,..;.'-.,. completemss of electronfc copies rJf tNs plan she8t. o,:-CAI.-1f'l'-.:.. Caffrans (l(JH ros a web site! To get to tte web site, l}<J t0: tllp,/ fw.,;wtiofiXll}IJf ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN BROOKHURST STREET TO SANTA ANA RIVER BRIDGE TYPICAL CROSS SECTIONS I -------------- FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 20 ' 40 60 ' ' ' 80 ' NO SCALE X-2 IUSERNAME ->tclhuynh DGN FILE ~>cOgOOOco002.dgn cu 12601 I EA OG0001 - I R/W 3.6 0 >-w VJ EXIST a, -> 0 w w VJ a: -w > t-w « a: 0 WN N t-0 0 «' ' ow w « z « .. '>->-'"" w a, t-0 0 <>:W --'z w :::J" "' u-u --' VJ w <W r uo u ::c 0: z "' >-"' z :::, " ::c z .., f-cs: u "' z .., 0 z 0: cs: .. 0 R/W ..I 3.0 :z 0 ;:: "" ~ ,_ EXIST is w D.. CJ V, :z "" z a: ,_ cs: I!; z ,_ w :z ti!! I-z !:11 -D.. cs: ... C ::E I "" z is ~ i -' "" <.> I!; ... ,_ "" ,_ V, • I I NORTHBOUND ROUTE 'l 1 SOUTHBOUND VAR 20.7-22.6 I VAR 15.8-17.1 I I 2.1-5.8 2 .1 I I ROUTE 1 PROSPECT STREET TO SUPERIOR AVENUE NORTHBOUND ROUTE < SOUTHBOUND ' q;_ 15.8 I 15.8 I 9.1 i 2 .1 I 2.1 ROUTE 1 ORANGE STREET TO PROSPECT STREET FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 I 3.0 40 ' I R/W 2.4-3.6 CURB R/W 3.6 CURB IUSERNAME ->Tclhuynh OGN FILE >cOgOOOco003.dgn DIST COUNTY I ROUTE I \b\~~Ei~~J~ir 1sHN~ETlsTlETth 12 Ora ] 1 ] 31.8/38.21 4 I 20 r 1' MJJI 2111105 -=-----l',otESS/o REt;-STEREO CI~ll ENGINEER ~~ ~..,< ,,_,"<-,.,; LOANNA <"-1' ;; HUYNH ":. 2-28-05 ~,~o C52386 I! Exp 12/31/06 ~ PLANS APPROVAL DATE "' 3/, > TOO State of Colffom!o or Its officers or 09er,ts 4s; C~ * shtJ/1 not 00 respanslble for fh;, accuracy or d)-4~ -..d<''-.., compll!feness of electronfc eoples of this plan shr:lat. o,: CAL~.:, Ca/Irons OON frls a web site! To get to tte web site, go ta: Mtp:/ lwwwliol.caJJJ{ ALL OIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN TYPICAL CROSS SECTIONS NO SCALE I cu 12601 I EA OG0001 X-3 A A II II 00 w w t-t-t-t-0 0 --'--' QQ WW t-" « -0 t- i;, !fl So 0 I e ,-. •o a I SN "O R/W 3.6 EXIST C, >-w "' a, - C, > w w "' IC -w > I-w « IC C, WN N I-0 0 « ' ' C, w w « z « Q_ '>->-C, a, w a, I-C, C, -,;w ->Z w ::,<O "' u-u -'"' w -,;w r UC> u ::c IC z w ► w z :) " ::c z w I-cC u w z , 0 z IC Q_ cC 0 R/W VAR ES ETW 2.4 & VAR ..I i§ ;:: 5% -I .. .... ~ w V, c., ~ z I= cC ~ z .... w :z ~ I- "' z .. -0.. cC UJ C :::E ' .. z ~ ::: i --' .. LI :s UJ ;:! V, • I I I I NORTHBOUND ROUTE 1 SOUTHBOUND q;_ R/W I VAR 20.7-22.6 VAR 15.8-17.1 2.4-3.6 I I CURB ROUTE 1 SUPERIOR AVENUE TO OLD NEWPORT BOULEVARD NORTHBOUND SOUTHBOUND VAR l VAR -• ROUTE 1 ROUTE 1 l I VAR VAR -l I ' ETW 2_4 ES & VAR s✓• - 1 .s t<----> ----- VAR R/W -----------~----~-------' ; ----' ' •• r··c,;::,:, ·~· TYPICAL SECTION AT INTERSECTION FOR REDUCED PLANS ORIGINAL o 20 SCALE IS IN MILLIMETERS 1 • l 40 so ao I , I , IUSERNAME =>tclhuynh DGN FILE =>cOgOOOca004.dgn -~-~----~~---~--- DI ST COUNTY I ROUTE 12 Ora I 1 I 31 .0130.2 I s I 20 1- 11 Jr1:Al 2111105 ott.ss, RE~ STEREO CIVIL ENGINEER ~~~ o~◄< ,.,~"-LOANNA <"..,_ /;; HUYNH :'.. 2-28-05 ~.~ C52386 I~ PLANS APPROVAL DATE « ::c Exp 12/31/06 --TfB State of Collfornlo or fts officers or Q(}ents -il ,r C~ ll- Sfull not 00 responslt,113 for 1118 accuracy or '4't -"~,..,. r;;,;;mplefeness of electron!c oop/l.'ls uf ttJs pion stoot. 0#." c,1.L Jl'V':..e Ca/trans rn.v hJs a web s!le! To get to tte web site, r;p f0; fttp:l lwwwilof.ca.(J(N ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN TYPICAL CROSS SECTIONS NO SCALE cu 12601 I EA OG0001 X-4 A A II II 00 WW I-I-I-1- 0 0 -' -' Q_ Q_ WW I-~ ~ -o ,-. -~ :g " ' ib " ' ~N " C, Q >-w V, <D Q > w w QC V, w > t-w <t QC Q WN N t-0 0 <t' ' Q~ ~ <t z <t .. '>->-Q <D w "' t-Q Q <tW ...,z w :, " "' u-u -' V, w <tW I UC> u ::c er: z "' ► "' z ::::, " ::c z w t-c( 0 z w .., z 0 er: c( .. 0 -I i!!i ;:: .... I-~ w "' (,) z .... z I!: c( l5 z I-w z :!!! I- "' z .... a.. c( "" c::, :E .... z ~ -' i .... u l5 "" ';. I-"' • CONFORM DETAIL SEE DETAIL A, SHT C-2 PAVING AT INTERSECTION (TYP) SEE DETAIL B, SHT C-2 EXIST RAISED MEDIAN PROTECT CONG BUS PAD (TYP) SEE DETAIL SHT C-2 EXIST RAISED MEDIAN EXIST MEDIAN DRAIN SEE DETAIL B, SHT C-2 ,___ "' eoom, :s BUS PAD (TYP) SEE DETAIL B, SHT C-2 "' " N 0 "' ... "' " N 0 "' "' "' ,-.. 0 N PAVING AT INTERSECTION (TYP) SEE DETAIL B, SHT C-2 EXIST CONG BARRIER LEGEND: ~VERLAY 30 mm RUBBERIZED AC (TYPE G) ™ COLD PLANE AC PAVEMENT (30 mm MAX) 160 mm RUBBERIZED AC (TYPE G) ,___ "' 0 ROUT[ 1 ~OLD PLANE AC PAVEMENT (60 mm MAX) PAVEMENT REPAIR LOCATION NO. EXIST CONG BARRIER PAVING AT RAMP SEE DETAIL E, SHT C-3 EXIST CONG BARRIER PAVEMENT REPAIR ": 0 N SEE DETAIL D, SHT C-3 ROUiE 1 ,___ "' DI ST COUNTY ROUTE KILOMETER POST SHEET fOTAL TOT AL PROJECT No SHEETS 12 Ora 31 .8/38.2 J\ u .. L 2111 R~Il ENGINEER 2/28/05 PLANS APPROVAL DATE Tte State of Ca/!fornla or Its officers or agent shall not be responsfble for the accuracy ar comp/6f61113SS of eloctronfo copies of this plan s 6 20 Ca/trans {'KJH his a web sltel To get to lfe web s!te, ()0 ta: fttp-J lwww.dafml)(H C, SHT C-2 !~ i -J i£D : 1-.a.. Q:c ~ ft _z: ¢> EXIST RAISED MEDIAN ALL DIMENSIONS ARE;NMETERS EXIST RAISED MEDIAN FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 0 20 40 60 USERNAME ~>tclhuynh DGN FILE =>cOgOOOga001 .dgn UNLESS OTHERWISE SHOWN CONSTRUCTION DETAILS NO SCALE C-1 cu 12601 EA OG0001 0 w >-"" '" -> 0 w w "' O'. -w > ,_ w " O'. 0 wm m ,_m m " ' ' 0-" " z " ~ '>->-O<D w '" e--o «w 0 .-'Z w c,O " u-u -'"' w «w :c uo u a:: :c w z w > z -::::, CJ :c z w r-cc u z w -:, z 0 cc a:: "-0 ..J = 0 --w --~ C, 0 0.. z ~ = -cc ~ -z ~ 0 w -I-= t';/ z -~ --0.. cc = = ::::E --= ~ 0 ~ -~ -I u ~ 0 = ---~ • ' -------- -- I I ,_ ::,; > Q_ ,_ ,-EJ "' -X w -QJ "' ,_ <t ::,; ..J > "' Q_ O'. :c ,_ "' u "' z <t -_o X "' O'. w w Q_ o:ii z -z -0 I 5.0 --, ... [30 ' O'. 0 0 --, 10.0 [30 ~ t YYYY,,-.. T EXIST AC PVMT EXIST AC PVMT DETAIL A (TALBERT CHANNEL BR OR SANTA ANA RIVER BR) ,_ "' ::,; <t > ..J Q_ "' ,_ O'. :c "' "'u <t xoo W ZO'. w Q_ z Q_ -<t 0 --, O'. 0 )( y )('V T I 10.0 I I I V 1 EXIST AC PVMT DIST COUNTY ROUTE POST MILES SHEE TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 31.8/38.2 7 20 \' I ... f 2/1 7 /05 REGISTERED CIVIL ENGINEER ,;P,;..~\l,ClfESSIOJ(4 (7$', ~ ;Jt HUYNH i 2-28-05 ~f ~0-C 523~~~ PLANS APPROVAL DATE {( Exp.l2/3I/QG XI-~ Tm State af California or Its officers or ogants .r. ~ s/1Jl/ not be responsible for tte OCCl.lfOO/ or ~;-( C JV\\., ~~~ complflfeness of electroric G()f)Jas r.,f tl'ls plan steel. or""'ct,.\.\ Col-Trans fQH lrJS a web site! To gel to tte web site, go to: Mtp;//www.dotml.J(N CONFORM DETAIL AT JOIN TO EXISTING PAVEMENT (TYP) DETAIL C BRIDGE TAPER PROTECT EXIST MEDIAN DRAIN ,-EJ CURB r-w w a:: >--(/) EXIST LIMIT LINE I ....................................... ..,'.li······································· ............................ , ,-0 EXIST RAISED MEDIAN :,., ... ,.,½~_, ROUTE 1 EXIST IIA SED MEDIAN\ C 'C -,jJi" \ ( .. , 00 ••••••• ·······[··········_EP EXIST A2-200 CURB EXIST C0NC BUS PAD lJ!f "" EXIST A2-200 CURB ---·------ DETAIL B MIN 1 .5 TO MAX 5.0 AT LIMIT LINE EXIST LIMIT LINE PAVING AT INTERSECTION, CONCRETE BUS PAD, AND MEDIAN DRAIN (TYP) I --------------~--· FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES I ' ' ' VAR 1.5 I EXIST RAISED MEDIAN [i]--- )71 I VAR 3.0 TO 6.5 I ... [.~-~--mm Max t - 1 V EXIST AC PVMT SECTION D-D VAR -\ 1 EXIST AC PVMT MEDIAN DRAIN BETWEEN PROSPECT STREET AND SUPERIOR AVENUE NB (KP 32.85-33.41) SB (KP 33.55-33.70) ,_ ::,; > 0.. ,_ "' X w z 30 mm -~~-~J .... PROTECT EX I ST C0NC ~ " BUS PAD OR MEDIAN ORA oT ........................................................... ,. 3.0 QJ- I I EXIST AC PVMT 2 I EXIST AC PVMT SECTION C-C 3 ' 1 USERNAME - ) tc I huynh DGN FILE => c0g000go002.dgn ,-EJ I I EXIST AC PVMT SECTION A-A 1.5 ,_ ::,; > 0.. ,_ "' X w z xx ... [.~-~-... ~~··-~~~-·· PROTECT EXIST I C0NC BUS PAD EXIST AC PVMT EXIST AC PVMT SECTION B-B ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN CONSTRUCTION DETAILS NO SCALE cu 12601 I EA 0G0001 C-2 >-a, 0 w "' > w nc wm e--m "" ' o_ "" "" '>-DCO w ,-D «w ~z ::,D u~ ~"' «w UD Q'. w w z 0 z w I-u w --:, 0 Q'. a_ = 0 ---oc 0 ~ = = -oc -~ 0 -= ~ -oc -~ ~ 0 -= oc 0 ~ ~ -u ~ 0 ~ ---= D w "' > w nc w e--"" 0 m m ' N z ~ >-a, D w ~ u w I u :z:: z > :::, :z:: c( z z c( 0 ..I w 0 z c( z w I-z -c( :E I • 2 3 DETAIL D PAVEMENT REPAIR AT SUPERIOR AVENUE INTERSECTION (TYP) CONFORM DETAIL SEE DETAIL SHT C-2 CONFORM DETAIL SEE DETAIL A, SHT C-2 VAR -I' w • I 1 ------------ ------------ 60 mm RUBBERIZED AC (TYPE G} COLD PLANE AC PAVEMENT (60 mm MAX} EXIST RAISED ISLAND SECTION E-E (TYP) CONFORM DETAIL SEE DETAIL A, SHT C-2 DETAIL E PAVING AT RAMPS (TYP) FOR REDUCED PLANS 0 2 3 ORIGINAL SCALE IS IN INCHES ~ ...., co USERNAME => tclhuynh DGN FILE => c0g000ga003.dgn LOCATION NO. 0 0 0 0 DI ST COUNTY ROUTE POST MILES SHEE TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 31 .8/38.2 02/28/05 PLANS APPROVAL DATE TOO State of Ca/lfornfa or Its officers or agM/s sh;// net be responsible for lte GC(.UrrJOJ or completeness of eloctrorlc coplas r.,f tfis plan slmt. 8 20 Col-Trons OOH ms a web sffe! To get to tie web sfte. go fa; ltfp,J /wwwilot1XJi)(H DIRECTION LANE NO. APPROXIMATE DIMENSION NB 1 & 2 7.2 mW X 15.0 m L NB 1 1.8 mW X 1 .8 m L SB LEFT TURNS 5.4 mW X 15.0 m L SB 2 1 . 8 mW X 6.0 m L ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN CONSTRUCTION DETAILS NO SCALE C-3 cu 12601 EA OG0001 "' 0 ' "' 0 ' N 0 0 >-a, w VJ 0 > w w a: VJ w > .... w <( a: 0 w"' "' .... 0 0 <(' ' ow w <( z <( a. '>->-0 a, w a, >-□ 0 <(W -'z w ::, C> "' u-u -' VJ w <(W I uo u :c a: z w ► "' z :::, " :c z "' .... ct u "' z -, 0 z a: .. ct 0 ..J is ;::: ... ,-~ w "' u z: ~ z ct I.!; z ,-w z: ~ I- "' z ... -Cl. ct ... c:, :I!!: ... z ~ .... i ... u I.!; ... ,-... ,-"' • STATIONARY MOUNTED CONSTRUCTION AREA SIGNS SIGN PANEL SIZE No. OF POST No. OF TYPE SIGN MESSAGE AND SIZE CODE (mm) (mm) SIGN © G20-1 1830 X 1830 ROAD WORK NEXT 4 MILES 1-89 X 140 2 ® W20-1 1219 X 1219 ROAD WORK AHEAD 1-89 X 140 8 © G20-2 1219 X 457 END ROAD WORK 1-89 X 89 2 ® SPECIAL SEE DETAIL SEE DETAIL 2-140 X 140 1 © SPECIAL SEE DETAIL SEE DETAIL 2-140 X 140 1 NOTES: 1. SIGN LOCATIONS SHOWN ARE APPROXIMATE. EXACT LOCATIONS TO BE DETERMINED BY THE ENGINEER. 2. FOR ADDITIONAL QUANTITIES OF CONSTRUCTION AREA SIGNS SEE SHEET TH-5. HUNTINGTON BEACH SANTA ANA RIVER 150 mm CAPS ' 3 m -~ ROAD WORK FROM OLD NEWPORT BLVD E "' TO BEACH BLVD USE ALTERNATE ROUTE -~ TYPE@ SIGN DETAIL NEWPORT BEACH W BALBOA BLVD THIS PLAN ACCURATE FOR CONSTRUCTION AREA SIGNS ONLY DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Ora 31.8/38.2 9 ~L 2111 RE15TEREDCiV IL ENG I NEER 2-28-05 PLANS APPROVAL DATE TOO State of Ca/ffomla or Its officers or agfJll!s sfoll not ba rasponslble for the oocurocy or comp/Bfr;ness of eledronlc cople.s of this pion s 20 Caffrons oo.v /rJs a web site! To get to 100 web site. (}J ta: fttp:l lwwwilotJXJ1)(N 150 mm CAPS ' 3 m ,;:::===================;-i-~ ROAD WORK FROM BEACH BL VD TO OLD NEWPORT BLVD USE ALTERNATE ROUTE E "' l.c:::===================:'.J-~ TYPE@ SIGN DETAIL ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN CONSTRUCTION AREA SIGNS NO SCALE CS-1 "' 0 ' "' 0 ' N 0 FOR REDUCED PLANS ORIGINAL O 20 -40 60 80 USERNAME =>tclhuynh ___________________________ _°'SC"'A":L::_E__:l'_"S'_"IN"_"'M"IL::'.L:'I""MEcoT'_"E"RS"._ _ _'=:'=::'::::=:=:::::--::'--:::'::::::=:'_ _ _l'D,cG"'N_'Fc__'l'_':LccE_'aaa_;)>cc"'0g~0,cQ,c,Q'..'Ia:'.0,c,0.'._1 :.'•dl_9g,n_n ___________ __l_C.,.U-__'1_:2:::6_.-0'_1 ____ _[_'E::A:__:0_:G_:0_.-00_.,1-_ _____ _J Cl >-<D w V) Cl > w w a: u, w > I-w " a: Cl WN N I-0 0 "' ' Cl <D .. " z " a. '>->-Cl <D w <D I-Cl -,:W Cl ->Z w :,o "' u-u _, u, w <>:W I UCl u :c " z w ► w z ::, " :c z w I-<C 0 w z .., 0 z " a. <C 0 ..J i§ § l!s w a.. (.) V, z: .. z I= <C I:!; z ,_ w z: :!! I- "" z .. -a.. <C ..... Q ::E .. z ~ i -' .. LI I:!; ..... ,_ .. ,_ V, • NOTES: LEGEND: 1. LOCATIONS OF CONSTRUCTION AREA SIGNS (DETOUR) AND PCMS SHOWN ARE APPROXIMATE. EXACT LOCATIONS WILL DE DETERMINED BY THE ENGINEER. 2. EXACT MESSAGE TO BE DISPLAYED ON THE PCMS WILL BE DETERMINED BY THE ENGINEER IN COORDINATION WITH THE TRAFFIC MANAGEMENT. CLOSURE: NB RTE 1 TO SB RTE 55 CONNECTOR DETOUR: LEFT ON W BALBOA BLVD NOTE: DURING THE NB RTE 1 TO SB RTE 55 CONNECTOR CLOSURE, THE PCMS SHOULD REA □: TO S 55 CLOSED USE BALBOA IPcMs-11 - M4-1D (RT) DETOUR t SC3 ~ DIRECTION OF TRAVEL THROUGH DETOUR ~ CONSTRUCTION AREA SIGN (DETOUR), 1-POST ~IP-C-MS--~11 PORTABLE CHANGEABLE MESSAGE SIGN 0 CONSTRUCTION AREA SIGN (DETOUR) -CONNECTOR OR ROAD CLOSURE J;Jooo urr== ln~½Qo M4-10 (LT) 00 55 G28-2 G28-2 G28-2 SOUTH M3-3 SOUTH M3-3 SOUTH M3-3 :-,.;: B IT] THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY FOR REDUCED PLANS ORIGINAL o 20 40 80 USERNAME =>tclhuynh SCALE IS IN MILLIMETERS OGN FILE =>cOgOOOmd001 .dgn DI ST COUNTY ROUTE 12 Ora KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 31.8/38.2 10 20 ~L 211 REISTEREOCiV IL ENG I NEER 2-28-05 PLANS APPROVAL DATE Tha St!Jfe of Callfornla or Ms offletJrs or 091Jf//s shall not be respcnsfble for Iha accuracy or ccmpleteooss of electronlc copies of ttls plan s Caltrans OOH trJs a web site! To (Jet to tm web site. go t0: fttp-.l /www.daf.CJJ.g<N ABBREVIATIONS: PCMS : PORTABLE CHANGABLE MESSAGE SIGN LIDO CHANNEL ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN TRAFFIC HANDLING PLAN <DETOUR) NO SCALE TH-1 CU 12601 EA OG0001 ~ 0 0 N ' m WN ~m ' .. 00 00 NO "' 0 ' "' 0 ' N 0 C, >-w "' <D a > w w a: "' w > .... w "" a: C, W N N !--o 0 ""' ' C, w w "" z "" a. '>->-C, <D w <D .... C, C, <tW -'z w :::,t:> " u-u -'"' w <{W ,: UC> u :c 0: z w ► w z :::, " :c z w .... ci: 0 w z -, 0 z 0: a. ci: 0 ... i!i ;:: .. ,__ ~ w V, (.) z: .. z i= ci: t!5 z ,__ w :z: ~ I- "' z .. -"-ci: ... Q :::E .. z ~ i -' .. LI t!5 lg ,__ V, t CLOSURE• SB RTE 55 TO RTE 1 CONNECTOR DETOUR• EXIT 17TH ST TO LEFT ON SUPERIOR A VE NOTE: DURING THE SB RTE 55 TO RTE 1 CONNECTOR CLOSURE, THE PCMS SHOULD READ: TO RTE 1 CLOSED USE 17TH -1 [!] TO RTE 1 CLOSED EXIT HERE jPCMS-31 M4-10 (RT) DETOUR t -G28-2 1 [TI SC3 G28-2 -1 G28-2 16TH ST I ROUiE THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY FOR REDUCED PLANS ORIGINAL 0 SCALE IS IN MILLIMETERS 20 40 60 80 USERNAME =>tclhuynh DGN FILE =>cOgOOOmd002.dgn Lioo CHANNEL DI ST COUNTY ROUTE 12 Oro KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 31.8/38.2 11 20 ~ -t-4L 211 RF1srERED c1v1L ENGINEER 2-28-05 PLANS APPROVAL DATE Ths Sf(]fe of Col!fornlo or Its offlcvs or O()anfs shall not /:le responsible f'or fh3 occuracy or complufeness of electranfc copltJS of ttis plan shoot. Caffrans fKJI/ hJs a web site! To get to ff£ web site. {}J to: tttp-.1 lwww.t1otm.g<11 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN TRAFFIC HANDLING PLAN (DETOUR> NO SCALE TH-2 cu 12601 EA OG0001 ~ 0 0 N ' m WW ~~ ' .. 00 00 NO "' 0 ' "' 0 ' N 0 >-<D 0 w "' > w a: WN I-0 <{' 0"' <{ <{ '>-O<Il w 1-0 <W JZ ::, "' <.>-JV> <W <.>O 0: w w z C> z w I-0 w , 0 0: .. ~ s .... ~ .,, :z < I= ~ .... :z t!! a: < 0.. ...., C < z !s ~ .J < '-' ~ ...., !;; .... .,, 0 w "' > w a: w I-<{ 0 N 0 ' "' z a. >-<D 0 w "' <.) w I <.) :c z ► ::> :c cs: z z cs: 0 ..J w (.) z cs: z w I-z -cs: == i • CLOSURE: SB RTE 1 TO SB RTE 55 CONNECTOR DETOUR: RIGHT ON W BALBOA BLVD NOTE: DURING THE SB RTE 1 TO SB RTE 55 CONNECTOR CLOSURE, THE PCMS SHOULD READ: TO S 55 CLOSED USE BALBOA IPCMS-41 PCMS-4 DIST COUNTY ROUTE 12 Ora KILOMETER POST SHEET T~TAL TOTAL PROJECT No SHEETS 31.8/38.2 12 20 ~L 211 REISTEREOClV IL ENG !NEER 2-2B-05 PLANS APPROVAL DATE Tta State of Ca/lfornla or Its affloers or agent. shall not /xJ responslt:ile for ti's aCC1.Jracy or campl!Jfeness of ale<:tronrc wples of ttls plan s Ca/trans OOH ros a web site! To get to lte web s!fe, go t0: tttp,JIWNW.dufml]GI 0U-=-- ROU1E i __ t_B E THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY FOR REDUCED PLANS ORIGINAL 0 SCALE IS IN MILLIMETERS 20 40 BO USERNAME =>tclhuynh DGN F!LE =>cOgOOOmd003.dgn -- L!oo CHANNEL ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN TRAFFIC HANDLING PLAN (DETOUR> NO SCALE TH-3 CU 12601 EA OG0001 ~ 0 0 N ' m WO ~~ ' .. m ~ NO 0 ,.. w "' <D 0 > w w tr "' w > f-w ., tr 0 WN N f-0 0 ., ' ' 0 u, u, ., z ., 0. ',.. ,.. D <D w <D f-D «w D ...,z w :, " "' u-" -'"' w «w :IC u □ " :c tr z "' ► "' z :::, " :c z "' f-cC 0 "' z .., 0 z tr cC 0. 0 ..I i!; ;:: < ,-~ w D.. u .,, z: < z I= cC ts z ,-w z: ~ I- "" z < -D.. cC ..... C, :::E < z @i ~ i -' < u "-0 ..... ,-< ,-.,, • CLOSURE• SB RTE 1 TO NB RTE 55 CONNECTOR DETOUR• LEFT ON SUPERIOR AVE AND RIGHT ON 17TH ST NOTE: DURING THE SB RTE 1 TO NB RTE 55 CONNECTOR CLOSURE, THE PCMS SHOULD READ: TON 55 CLOSED USE SUPERIOR IPCMS-51 NORTH M4-10 (RT) DETOUR t sc3 G28-2 G28-2 M3-1 M3-1 NORTH G28-2 M3-1 THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY FOR REDUCED PLANS ORIGINAL o 20 40 60 80 USERNAME ~>+clhuynh SCALE IS IN MILLIMETERS DGN FILE =>cOgOOOmd004.dgn LI DO CHANNEL DI ST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Or-a ~ ~ 2/1 RE1sTERED c1v1L ENGJNEER 2-28-05 PLANS APPROVAL DATE Th!J State of California or Ifs off/Clll's or agllf'lfs silo/I mt be resf)Ql)Sfble for fts occuracy or rompleleness of elecfrr:mlc cop/BS of tMs plan s 20 Caltrans OOH OOs a web site! To get to tie web site, go ta: fttp,.I /www.dotml)(N ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN TRAFFIC HANDLING PLAN <DETOUR) NO SCALE TH-4 cu 12601 EA 0G0001 "' D ' "' D ' N D 0 >-"' w Vl 0 > w w a: Vl w > t-w ., a: 0 WN N t-0 0 ., ' ' O<D "' ., z ., Cl. '>->-OOJ w "' t-0 0 «w -'z w ::,e> "' u-L> -' Vl w «w I t.>O L> ::c a: z "' ► "' z ::, " ::c z "' t-c( u "' z .., z 0 a: .. c( 0 ..I i!i ;:: < >-~ w V, CJ z: ~ z c( ~ z >-w z: I!! I-z !li -0.. c( ..... C, ::E < z ~ i -' ... u ~ !g >-V, • CONSTRUCTION AREA SIGNS <DETOUR> STATIONARY MOUNTED * SIGN SIGN NO. OF POST NO. CODE AND SIZE NO. OF SIGNS (mm) @ M4-10(LTI G28-2 1-100 X 150 3 M3-3 @ SC3 G?B -? 1-100 X 150 5 M3-3 © M4-1Q(LTI G?S-? 1-100 X 150 1 M3-3 ® M4-10(RT) 1-100 X 150 2 G28-2 © SC3 1-100 X 150 8 G28-2 NOTE: DURING THE TWO CLOSURES, THE PCMS SHOULD READ: TO RTE 1 CLOSED USE 17TH IPCMS-61 NOTE: LOCATED ON NB RTE 55 TO RTE 1 CLOSED EXIT HERE IPCMS-71 M4-10(LT) NOTE: LOCATED ON OLD NEWPORT BLVD ® 1-100 X 150 4 G28-2 © M4-10(RT) 1-100 X 150 1 G28-2 ® SC3 1-100 X 150 3 G28-2 CD M4-10(LT) G28-2 1-100 X 150 1 FOR ADDITIONAL CONSTRUCTION AREA SIGNS, SEE SHEET CS-1 (*) MAY BE PORTABLE CLOSURE 1: NB RTE 55 TO OLD NEWPORT BLVD DETOUR: LEFT ON 17TH ST AND LEFT ON SUPERIOR AVE CLOSURE 2= SB OLD NEWPORT BLVD DETOUR: NB RTE 55 TO LEFT ON 17TH ST AND LEFT ON SUPERIOR AVE \ THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY FOR REDUCED PLANS ORIGINAL 0 SCALE IS IN MILLIMETERS 20 40 60 80 USERNAME =>tc!huynh DGN FILE =>cOgOOOmd005,dgn DIST COUNTY ROUTE 12 Ora _j_ J-F.L 211 R~VIL ENGINEER 2-28-05 PLANS APPROVAL DATE The SttJfe of Calffornla or Ifs otfle,ers or agents s/xJ/1 nat be responsfble for too ar;curacy ar rximp/11/eness of elecfronlc copies of ttls plan s 20 Ca/trans OOH tns a web site! To gel lo tte web site, go ta: tttp,.l /w.w1.dot.ca.gw LI Do CHANNEL ALL D(MENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN TRAFFIC HANDLING PLAN <DETOUR> NO SCALE TH-5 cu 12601 EA OG0001 "' 0 ' ~ 0 ' N 0 D w ► "' CD 0 > w w "" ~ w > >-w -< "' D wm m e--m m <:: ' N D-- -< z -< ~ ---► ► D CD w CD >-0 -<W D -'z w ::,C> "' u-u -'"' w -<W I uo u a:: :c w z w > z "' ::, z :c w f--<C u z w --, z 0 <C a:: [L 0 ..J = ~ -w --~ (,) 0 a_ z = = -<C ~ -z ~ 0 w -I-;3" -z ~ --a_ <C ~ □ :ii -= ~ 0 ~ ~ -i ~ ~ 0 ~ ---= • 15.0 LJ O O C) o o C) o II C) o o 11 ~ TYP [I J. 5,49 EXIST FI RE HYDRANT\.+ NOTE: DETAIL A 14.64 DETAIL 13M DETAIL 25 DETAIL 27B DETAIL 13M FOR ADDITIONAL STRIPING DETAILS SEE STANDARD PLANS A20A THROUGH A20D 5.49 [I • I ~ 100 mm WHITE -r-THERMOPLASTIC PVMT MARK I NG 0.56 1 , 981 EXIST CURB "' I W r-r-w ,. " a_ '-' :::, z w"' z"' <t -' a_ PARKING STALL DETAIL NORTHBOUND ROUTE 1 FROM ORANGE STREET TO PROSPECT STREET 100 mm WHITE THERMOPLASTIC PVMT MARKING 15.0 Typ 300 mm WHITE PAVEMENT MARKING DETAIL 29 DETAIL 13M DETAIL 39 DETAIL DETAIL A / / / I I I I / / / DETAIL A DETAIL 13M DETAIL 38 DETAIL A DETAIL A DETAIL 40 DETAIL 29 TYPICAL STRIPING DETAIL DI ST COUNTY ROUTE POST MILES SHEE TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 31.8/38.2 15 20 -ric I ,T,e' LEGEND 0 [I □ DETAIL 38 DETAIL 13M 2-28-05 PLANS APPROVAL DATE Tt,e Stllle of Coltrornlo or Ifs offloors vr agrmts sh:J/1 rd be responsible for tt,e ocwracy or campl(J!el)ass or electronic cvp/lJS or tlis {)Jan steet. Col-Trans m.v f'rJs a web site! To get to tre web site. go t0: tltp,/ /www.dotm1](JI TYPE A WHITE NON-REFLECTIVE TYPE GONE-WAY CLEAR RETRO-REFLECTIVE PAVEMENT MARKER (RETRO-REFLECTIVE) (BLUE) 100 mm WHITE PAINT TRAFFIC STRIPE (2-COAT) DETAIL 25 \ EXJ ST FIRE HYDRANT . DETAIL 13M ···=··· DETAIL 13M ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN PAVEMENT DELINEATION DETAILS NO SCALE THIS PLAN ACCURATE FOR PAVEMENT DELINEATION AND SIGNING ONLY. PD-1 FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES 2 3 USERNAME => tclhuynh DGN FILE => c0g000nb001 .dgn cu 12601 EA OG0001 ... 0 ' 0 "' ' N I I I DIST! COUNTY ROUTE %'i-~~EiWoJ~i\T ISHNEoETI sWETlrLs ~,;. 12 I Ora 1 31.8138.2 I 161 20 ~L 2/17/05 F~S RISTEREDCVIL ENGINEER --<)~1<0_10~4( ,•f/LOANNA, '{• :,; HUYNH ':'.. 2-23-o5 ~.~c s2,as .J ~ PLANS APPROVAL DATE "'No 12-31-0 "',.__ TOO state of Ca/lfornla or Ifs vff/cers or agerrts --it -s p.C 1 VI 1 ~ * sh:Jllnot oo responsible for tro OCOJrocy or romp/llff.JlleSS ~~ OF-;;_.~'-"' of electronlc cap/es of tfis pion sooet. Ca/trans 00/I Iris a web site! To get to 1/'e web slfe, go la: fttp:/ IIWM.dafrolJl1{ 0 w PAVEMENT >-V, PAINT TRAFFIC STRIPE "' -> THERMOPLASTIC TRAFFIC STRIPE PAVEMENT MARKER MARKER 0 w (2-COAT) w 0: (RETROREFLECTIVE) (NON-V, -w INTER-REFLECT! VE) > f-LOCATION STATION LIMIT LENGTH 29 25 27B 38 40 37, 37B 39 39A w <( 13M SECTION 0: 0 w 1 00mm BROKEN 100 mm 100 mm 100 mm 100 mm 200 mm 00 mm BROKEN 200 mm BROKE! 150 mm 50 mm BROKE~ TYPE TYPE TYPE TYPE f-(10.98 m-SOLID DOUBLE SOLID SOLID SOLID (1.83 m-I 3.66 m-SOLID (2.44 m-TYPE (BLUE) <( 3.66 m) WHITE YELLOW YELLOW WHITE 0.30 m) 0.92 m) WHITE 1.22 m) C D G H A 0 WHITE m m m m m m m m m m m EA EA EA EA EA EA ROUTE 39 TO NEWLAND ST 161+88.9 TO 169+48.1 759.2 2532.0 60.0 552.0 1212.0 1488.0 549.5 274.3 246 1 '>-40 86 744 0"' >- w "' NEWLAND ST TO MAGNOLIA ST 169+48.1 TO 178+05.8 857.7 3192.0 120.0 1300.0 1006.0 1656.0 400.8 92 238 72 2 928 f-0 <tW 0 ...,z w MAGNOLIA ST TO BROOKHURST ST 178+05.8 TO 188+22.5 1016.7 3800.0 120.0 1328.0 1296. 0 1960.0 426.4 40.0 94 280 92 1096 ::, " "' u-u -' V, w <(W I BROOKHURST ST TO ORANGE ST 188+22.5 TO 201+61. 3 1338. 8 5104.0 120.0 1792.4 1996.0 2269.0 317 .6 314.2 30.0 126 368 140 2 1504 uo u ORANGE ST TO PROSPECT ST 201+61 .3 TO 204+82.8 321 .5 1185.2 120.0 608.0 235.2 227.2 29.3 104 44 1 376 :c PROSPECT ST TO SUPERIOR z AVE 204+82.8 TO 215+40.4 1057. 6 3761 .6 255.0 30.4 1914 .6 466.5 835.0 1706. 2 58.6 4 294 134 2 1266 a: ► w SUPERIOR AVE TO HOAG DR 215+40.4 TO 221+13.4 573.0 2498.0 150.0 1060. 0 316.3 1 001 . 4 58.6 195 74 4 820 w ::, ;'.; :c HOAG DR TO OLD NEWPORT BLVD 221+13.4 TO 226+00 486.6 1241 .0 165.0 788.0 247.0 333.0 152.4 635.7 29.3 34 92 56 490 ~ " z 22503.4 3045.3 875.0 426.7 3884.7 205.8 2917 7224 w cC TOTAL 24423.8 f-u z w , z 0 a: cC a. 0 .,J THERMOPLASTIC PAVEMENT MARKING NOTES: REMOVE YELLOW REMOVE REMOVE REMOVE CROSSWALK THERMOPLASTIC THERMOPLASTIC THERMOPLASTIC PVMT MARKER 1. ALL LANE LINES SHALL BE DETAIL 13M REGARDLESS OF EXISTING DETAILS. LOCATION PARKING ARROW, CHEVRON, BIKE LANE STALL WORD & LIMIT DIAGONAL SYMBOL TRAFFIC STRIPE TRAFFIC STRIPE PVMT MARKING (N) 2. ALL TRAFFIC STRIPES SHALL BE THERMOPLASTIC UNLESS OTHERWISE SHOWN. z LINE 0 f--m2 m2 m2 m2 m2 m m m2 EA 3. EXISTING PAVEMENT DELINEATION SHALL BE REFERENCED PRIOR TO REMOVAL. < f--120.8 = ROUTE 39 TO NEWLAND ST 46.2 59.4 15.2 1764 .o 3279.0 298 4. NEW PAVEMENT DELINEATION SHALL REPLACE OBLITERATED PAVEMENT 0 0.. w ~ NEWLAND ST TO MAGNOLIA ST 2306.0 3376.B 96.0 323 PAVEMENT AT THE SAME LOCATION. z 46.2 49.8 < 0 = f--z MAGNOLIA ST TO BROOKHURST ST 46.2 53.4 2624.0 3884 .0 99.6 373 5. EXISTING THERMOPLASTIC STRIPE AND THERMOPLASTIC PAVEMENT MARKING ~ cC SHALL BE REMOVED PRIOR TO AC OVERLAY. 0 f--z BROOKHURST ST TO ORANGE ST 43. 7 50.5 25.0 3788.4 1926.0 119.2 554 z 6. NEW PAVEMENT DELINEATION SHALL BE APPLIED ON TALBERT CHANNEL AND w w V, "' ORANGE ST TO PROSPECT ST 2.9 16.2 40.5 608.D 811.0 67.0 420 0 f--I-= SANTA ANA RIVER BRIDGES. 0 < z N 0.. PROSPECT ST TO SUPERIOR AVE 56.0 83.2 2.6 1945.0 3492.0 139. 2 1360 ' w -7. ALL DIAGONAL MARKINGS SHALL BE AT 45 DEGREE ANGLE FROM EDGE OF ro = w ~ cC ~ V, SUPERIOR AVE TO HOAG DR 27.7 36.0 20.7 3.9 1060.0 2134.1 84 .4 875 TRAVELED WAY AND AT 7.6 m SPACING. ' .. ' :15 W N N- < HOAG DR TO OLD NEWPORT BLVD 10.4 11. 1 78.2 788.0 1620.0 99.7 538 A A -II II z 00 = TOTAL 825.0 14883.4 20522.9 825.9 4741 WW 0 f-f-~ f-f--j 00 ~ JJ < (N) NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY a. a. u WW ~ f-" 0 ~-0 f-w f--I PAVEMENT DELINEATION QUANTITIES "in < f--0 ~ ' di PDQ-1 N 0 ' N 0 I FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 I USERNAME -> -tc I huynh I cu 12601 I EA OG0001 SCALE IS IN MILLIMETERS ' ' ' ' ' I OGN FILE > c0g000nc002 .dgn I I I ROUTE POST MlLES SHEEl TOTAL DIST COUNTY TOTAL PROJECT NO. SHEETS ABBREVIATIONS: ~m 12 Ora 1 31.8/38.2 17 20 I .. I -2/1 7 /05 ~£SSJo, ocso: ORANGE COUNTY SANITATION DISTRICT REl I STEREO C VIL ENGINEER 4,~LOANNA ,, ¾, NPB CITY: NEWPORT BEACH CITY !:::.' HUYNH i HB CITY: HUNTINGTON BEACH CITY 2-28-05 ,!!~~ c s23ss I" PLANS APPROVAL DATE ,o. {< Exp.12/31 /06 11-1-- The State of Collfornla or Ifs offloors or (l(J(!llfs ¾-1£ C/V\\. ,"R-'f:,"'<-shill not re responsible tor ll'r: acwr<JCY or ADJUST WATER VALVE ADJUST SEWER compl~s ef eJectrrmlc copies of tlis plan slrd. ofc~1.., ADJUST MANHOLE TO GRADE VALVE COVER ADJUST SURVEY COVER TO GRADE TO GRADE MONUMENT MONUMENT Cal-Trans {'(JH tos a web site! Ta (jet to tte web site, '}IJ t0: ltlp-/ /Wl'M.daf.ool)O,' LOCATION (STORM DRAIN) (OCSD SEWER) (NPB CITY SEWER) (NPB CITY) (HB CITY) (OCSD) COVER (TYPED) 0 EA EA EA EA EA EA EA EA >-w "' a, -> ROUTE 39 TO NEWLAND ST 4 0 w w "' <r -w NEWLAND ST TO MAGNOLIA ST 1 1 > .... 7 w 4 <r 0 w-0 MAGNOLIA ST TO BROOKHURST ST 1 .... 0 ~;;:; ' w ~ .... BROOKHURST ST TO SANTA ANA RIVER BR 11 1 z ~ ' >->-SANTA ANA RIVER BR TO ORANGE ST 5 3 oa, w a, >-0 --,w 0 _,z w ORANGE ST TO PROSPECT ST 1 1 8 6 1 2 :,e> ~ u-u _,"' w «w I PROSPECT ST TO SUPERIOR AVE 4 4 13 4 4 1 uo u l: SUPERIOR AVE TO HOAG DR 1 3 1 2 3 ct: z w ► HOAG DR TO OLD NEWPORT BLVD 4 4 3 w ::, z ~ -l: TOTAL 54 38 11 8 2 (.'.) z w <C f--z u z w ..., <C TYPICAL RUBBERIZED ASPHAL TIC COLD PLANE AC PAVEMENT 0 0 APPROXIMATE PAVEMENT ASPHALT CONC ct: LOCATION APPROXIMATE STATION LIMIT PAVEMENT EMULSION Q_ ..J LENGTH AREA (TYPE G) (PAINT BINDER) (30 mm MAX) (60 mm MAX) WIDTH m m 2 m TONN TONN m2 m2 ROUTE 39 TO NEWLAND ST STA 161+88.9 TO 169+48.1 VAR 28.0-32.6 759.2 23308.3 1678.2 6.9 1646.8 = = -NEWLAND ST TO MAGNOLIA ST TO 178+05.8 28.6-32.6 857.7 ~ w STA 169+48.1 VAR 26686 .1 1921 .4 7.9 1726.6 -~ (.) = = ~ z MAGNOLIA ST TO BROOKHURST ST STA 178+05.8 TO 188+22.5 VAR 28.6-32.6 1016. 7 31527.7 2270.0 1940.0 ~ 9.3 = -<C = ~ z ~ BROOKHURST ST TO ORANGE ST STA 188+22.5 TO 201+61. 3 31 .6 1086 .2 34598.6 2491 .1 10.3 3080.3 = w ~ I-= ~ z ORANGE ST TO PROSPECT ST STA 201+61.3 TO 204+B2.8 VAR 26.2-29.3 321 .5 9075.0 653.4 2.9 629.3 "' 0 = -0 -<C N ~ PROSPECT 2434 .o * ' ~ ST TO SUPERIOR AVE STA 204+82.8 TO 215+40.4 VAR 26.2-35.6 1057 .6 33208.6 10.0 2712.4 203.0 a, = ::E w ro ~N ' .. -SUPERIOR AVE TO HOAG DR STA 215+40.4 TO 221+13.4 VAR 29.9-35.6 573.0 18704.6 1359.0 ro ~ 5.6 1030.0 NO -A A = II II = □□ = HOAG DR TO OLD NEWPORT BLVD STA 221+13.4 TO 226+00 VAR 24.6-38.4 486 .6 15328.0 1103.6 4.6 973.0 ~ WW -........ ~ ........ -j 00 u _, _, ~ TOTAL 13910. 7 57.5 13941 .4 ~~ = WW ~ .... ~ ~ .., -;:' I*) INCLUDES PAVEMENT REPAIR SECTIONS □ .... ~ SUMMARY OF QUANTITIES -< "' SO " ' Q-1 > ~ • • 0 ' ~ N "0 I FOR REDUCED PLANS 0 ' ' ' I USERNAME c:) tc I huynh I EA OG0001 ORIGINAL SCALE IS IN I NC HES I ' ' ' I ' I 0GN FILE -> c0g000pa001.dgn cu 12601 ----------------- 0 >-a, w Vl > 0 w w a: Vl w > 1--w <( a: 0 w 1--<( 0 w"' "' t-0 0 «'-'-O<D "' <( t-> "-> '->->-om w a, 1--0 0 <(W ...,z w :,e> "' u-u -""' w <(W cc uo u CJ a: z w w 0 z "' ::, z r:c w I-t-0 w ., > 0 a: .. > i!i z s CJ ,-. ~ u, "' w :z Q ... ~ I!; ..I ,-. <C :z 0 ~ "' r:c ... I-11. .... C, 0 w ..I :'.!: :z w ~ j -' ... c.., I!; .... ,-. ... t;; t APPROX· ~+m· TO ............ ··-·-·--·--·--·-- ·-= 3 AB ... RQI.JTE l'"~tt -' <( I- "-VJ 0 :i: t!l <( 0 :i: .~!E!....!'!_l. tr:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::· 1----~R~/W~---~. .~--------~ ,. 1:~~' VJ w > 0 u <( 0 CD -' <( CD 3 2 \ w > <( 0: \r\Ul! 1--------·~,~~:v~~~L R/W 3 NOTES: (THIS SHEET) □ > -' CD <( 0 CD -' <( CD ;:~, ,_,, ·-•:•-· DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS 12 Ora 31 .8/38.2 ~D ~T~~~:R 2-28-05 PLANS APPROVAL DATE TOO Staff'! of California or Its afflccrs or agents shall not b6 raspons!blf'! Tor th!J accuracy or complf!leness of etactron!c ,x;plas of tNs pion -- 18 20 Co/trans mN /r.Js a web site! To get to tte web site. go to: fitp:l lwww.tlofcn.(J(}I 3 RIW AB =· •• •• ···APPROX 76m TO LIMIT LINE CONTRACTOR TO VERIFY EXACT LOCATION OF LOOPS PRIOR TO CUTTING NEW ONES. DISTANCE AND LOCATION OF EXISTING LOOPS SHOWN ARE APPROXIMATE. EXISTING LOOPS TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED. SPLICE NEW LOOP WIRES TO EXISTING die. EXISTING MODEL 170 CONTROLLER CABINET. '·····"--"-·· ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE NOTED INDUCTIVE LOOP DETECTOR NO SCALE NOTE: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY E-1 FOR REDUCED PLANS 0 ORIGINAL SCALE 1S IN INCHES 2 USERNAME = > tc I huynh DGN FILE=> c0g000ua001.dgn cu 12230 EA OG0001 .,. 0 ' 0 "' ' 0 >-al w V, 0 > w w a: V, w > I-w < a: 0 w I-< 0 w"' 1-0 0 "' ' O<D "' < I- "-> > '->->-om w al t-0 0 «w ...JZ w :::,<!> '"' u-u _JV, w <W I uo u C, 0: z w 0 w z ::, " a: z w I- I-" w • > 0 0: .. > z z 0 s C, I-u, ~ w V, z Q ... I!: i1!; ..J cC I-(.) z :!!! a: a: ... I-D.. ..... (.) C w ..J ~ w z is "- -' I ... '-' i1!; ..... !:;. I-V, "' APPROX 1 03m . .TO ... L.l M.l. .. LINE •••••••••••••··••·•····•·••·· ........ ··-· -----------·- ········ ··-----........ . ........ .... . .. AB ·-----,_;······················· APPROX 1 03m . ..T.9. .. LIM.l ... LINE ··············-··-····-······ ............ ------------- ····•·•• ···-·--······ ............ AB ................ , .............. . RIW 3 RIW 3 \ a. \ 1-w w a:: I-(/) 1-w w a:: I-(/) R/W 3 R/W R()lJTE. f 4 AB APPROX 1 03m· ·TO·HM-1-T LINE ········~·····~···. ...................... AB ·--·-················-------- COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS Ora 31 .8/38.2 U.,..,,~2/1 REGISTERED ELECTRICALNG!NEE 2-28-05 PLANS APPROVAL DATE The State of Calffornla or fts office.rs or agents shall net be responsible ror ft,, accuracy or completeness of electronfc copies of tJ-is pl ·-· 19 20 Co/trans mH h:Js a web site! To gel to tte web sfte, go ta: tttp-J lwww.dal.ca l](N NOTES: (THIS SHEET) CONTRACTOR TO VERIFY EXACT LOCATION OF LOOPS PRIOR TO CUTTING NEW ONES. DISTANCE AND LOCATION OF EXISTING LOOPS SHOWN ARE APPROXIMATE. 2 EXISTING LOOPS TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED. 0 SPLICE NEW LOOP WIRES TO EXISTING die . 0 EXISTING MODEL 170 CONTROLLER CABINET. \f~ ' ·.: ;~:~ I-----~-'~"'-='--''~-;[.}:;~ .. :!~~:~.... . . ., L_e'._ ___ __, R/W RIW 3 I- (/) a:: ::::, ::c "' 0 0 a:: CD AB ·=··· :::::::::::::)ippfioiC:103m TO LIMIT ----··· ............... UNE .. . ROUTE 1 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE NOTED INDUCTIVE LOOP DETECTOR NO SCALE NOTE: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY E-2 FOR REDUCED PLANS O 2 3 USERNAME => tel huynh ORIGINAL SCALE IS IN INCHES '=:-'c=='==:o=='=,,,':==e_ ____ L ___ _l)D_llGN"._FF'II_LLE_E_'=a_:>"cc<01g,00_1]00,0u,"OlC0,003_2,c-d:'£9!""'-------J'CCIU:!....:1~2:_<2~3~0)_ ____ _J_EE_AA__!O~G~0~0~0)11 _______ J 0 >-<D w V) > 0 w w a: V) w > f-w < a: 0 w f-< 0 uJ"' "' 1-0 0 "'' ' 0"' "' < ... > ~ > '->->-O<D w <D H:, 0 «w _,2 w =>'-' "' u-u _,v, w <W I uo u CJ "' z UI 0 UI z ::I " z a: UI I-... CJ UI .., > 0 "' .. > ~ z ;:: CJ .. .... U) ~ w V, z Q .. I!= 15 ..J <C .... c., z ~ a: a: .. I-.,__ .... c., C w ..J =5 w i!l "-::; i .. u 15 .... .... .. .... V, di \ R/W 3 \ APPROX 103m TO LI MILC!Nt·:: • ········~······=::=··· ............... ---·---- ······ .. :. AB .............................. 3 ,. ' a: # Cl z <( .J '"' w z .J 0 z "' <( :::;; .... w w a:: .... 1/l ;o ' ., 4 4 3 R/W AB ··············=· ............ .. APPROX : 1 03m TO LIMIT ................. ................................. ... .......... . LINE. .. 3 R/W AB =· :::: :::::::::::::::::::APPROX 1 03m TO LIMIT ............ LINE. COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT No SHEETS ~rl, Ora 31.8/38.2 2-28-05 PLANS APPROVAL DATE The State OT Cal!Tornfo or !ts offfcers or 09snts sOO!/ not be resf:,QIIS!ble for ft,, accuracy or completeooss of elecfronlc copies of this pion ;/..t. 20 20 Ca/trans OOH /rJs a web sf/el To gel to tte web site, go t0: titp-J lwww.dat.cal}(N NOTES: (THIS SHEET) CONTRACTOR TO VERIFY EXACT LOCATION OF LOOPS PRIOR TO CUTTING NEW ONES . DISTANCE AND LOCATION OF EXISTING LOOPS SHOWN ARE APPROXIMATE . 2 EXISTING LOOPS TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED. 0 SPLICE NEW LOOP WIRES TO EXISTING die. ~ EXISTING MODEL 170 CONTROLLER CABINET . ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE NOTED INDUCTIVE LOOP DETECTOR NO SCALE TO NOTE: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY E-3 FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES 3 USERNAME => tclhuynh DGN FILE => c0g000ua003.dgn cu 12230 EA OG0001 V 0 ' 0 "' '