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Home My WebLink AboutR_5992_SX X X X X ; z z;; z w z ,:, ;;; w 0 "' J <( I- C, ::i 0 V) V) <( ::,; I z >-::i I <( z z <( 0 _J SHEET No. 1 2-5 6-22 23 24-26 27-28 29 30-36 37-46 INDEX OF PLANS DESCRIPTION TITLE AND LOCATION MAP TYPICAL CROSS SECTIONS CONSTRUCTION DETAILS CONSTRUCTION AREA SIGNS PAVEMENT DELINEATION PLANS, DETAILS AND QUANTITIES SUMMARY OF QUANTITIES SIGN QUANTITIES ELECTRICAL PLANS REVISED AND NEW STANDARD PLANS THE STANDARD PLANS LIST APPLICABLE TO THIS CONTRACT IS INCLUDED IN THE NOTICE TO BIDDERS AND SPECIAL PROVISIONS BOOK. End Work Sta 1+00 L Cl END CONSTRUCTION Sta 10+45 PM 14.1 THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES) OF LICENSE AS SPECIFIED IN THE "NOTICE TO BIDDERS." ST ATE OF CALIFORNIA SARRA-POO1(541 )E TRANSPORTATION DEPARTMENT OF PROJECT PLANS STATE FOR CONSTRUCTION HIGHWAY IN ORANGE COUNTY IN LAGUNA BEACH FROM 0.3 MILE SOUTH OF VISTA DEL SOL TO AND NEAR NEWPORT BEACH FROM SCHOOL-STATE PARK TO NEWPORT TO BE SUPPLEMENTED BY STANDARD PLANS DATED MAY 2006 ON ASTER STREET COAST DRIVE Dis1" COUNTY ROUTE 12 Ora POST MILES TOTAL PROJECT 4.6/9.6, 12.2/14.1 ~ lldtmns 46 LOCATION MAP NEWPORT BEACH NO SCALE NOT A PART OF THIS PROJECT Sta 111+74 TO Sta 249+10 0 PM 9 .6/ 12.2 2 BEGIN CONSTRUCTION Sta 513+50 PM 4.6 USERNAME = 1 trm I kes I Begin Work Sta 523+00 DANA POINT 10 , t oanc po1n -- ~L ,2-16- PROJECT ENGINEER DATE REGISTERED CIVIL ENGINEER February 1 7, 2009 PLANS APPROVAL DATE THE STA TE OF CALIFORNIA OR I TS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET. CONTRACT No. 12-OJ 7 004 BORDER LAST REVISED 8/1/2008 CAL TRANS WEB SITE IS: HTTP I/WWW.DOT.CA.GOV/ RELATIVE BORDER SCALE JS IN INCHES DGN FILE => cOj700obOOJ.dgn cu 12601 EA OJ7001 <.O 0 II II ~§ >->-00 ...,..., CL CL 0:, 0 I ,q- 0 I N X :r: co 0 z '->-co ::, :::::: :r: ~ J 0 >-w (D t/l 0 ;: w w t/l a:: > w w I- UC <{ 0 X :r: ~ z --, >-<( ::, I-:r: 0 <( ::, z 0 z 1/) <( 1/) 0 <( J ::. I >-;,.-Om (D w 1-o 0 «w w ---'z "' :0 C) u u-w _Jtfl <rw I uo u X a:: 0 1/) > a:: ~ w Q_ ..., ::, <( 1/) I- J 0 <( ::, z 0 ~ 1/) I-1/) u <( z ::. ::, u.. :z 0 X .:= -< I--c:: 0 c.. w V) :z 0 -< c:: z I--<C LJ.. 0 z I--w :z I-w :::E z I--c:: -< <C c.. w :l: C, -< J z c:: 0 u... X :::; -< u LJ.. .g 0 w I--~ -< I--V) BORDER NOTES: 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. EXISTING UTILITY FACILITIES HAVE NOT BEEN PLOTTED ON THESE PLANS. LAST REVISED 4/1112008 R/W EP 74' 55.0' & Var SEE CONSTRUCTION DETAILS FOR LIMITS AT VARIOUS LOCATIONS _ 21/. & var -----------;-1 l \_-=====~---t=====----- L--L---i----1 I I I ~------ "-C~ EXISTING STRUCTURAL SECTIONS: .5' AC (TYPE B) .75'AB (CLASS 2) .85' AS (CLASS 4) .5' AC (TYPE B) .95' AB (CLASS 2) .1' AS (CLASS 4) .2' RUBBERIZED AC (TYPE G) AVEMENT REINFORCING FABRIC .1' AC (TYPE B) .5'-0. 75' REINFORCING CONCRETE .2' RUBBERIZED AC (TYPE G) AVEMENT REINFORCING FABRIC .1' AC (TYPE B) ARIOUS AC ROUTE 12 POST MILES TOTAL PROJECT 4.6/9.6, 12.2/14.1 --<==-+==~e"'\/_~/_.:::==------'2-16- ATE 2-17-09 PLANS APPROVAL DATE THE STA TE OF CALIFORN/4 OR I TS OFFICERS OR ACENTS SHAU NOT BE RESPONSIBLE FOi, THE ACCURACY OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET. TYPICAL STRUCTURAL SECTIONS: .1' RUBBERIZED HOT MIX ASPHALT (GAP OLD PLANE AC PAVEMENT (0.1 ') GRADED} EE CONSTRUCTION DETAILS FOR LIMITS AT VARIOUS LOCATIONS 35' AC (TYPE B) :35' AB (CLASS 2) .45' AS (CLASS 4) B----GLURRY SEAL (TYPE III) i ROUTE 66' & Var 55.0' & Var EP SEE CONSTRUCTION DETAILS FOR LIMITS AT VARIOUS LOCATIONS 2% & Var ---------------r-------------- 1 ---!-- 1 NEWPORT COAST DRIVE TO LOS TRANCOS/CRYSTAL COVE Sta 10+45 TO Sta 35+80 CRYSTAL HEIGHTS DRIVE TO SCHOOL-STATE PARK Sta 65+85 TO 111+74 RELATIVE BORDER SCALE IS IN INCHES 0 USERNAME =.,, tr I i m DGN FILE ~> cOj 7OOcaOOI .dgn - ---- 1T- 11 --11 -------1---J I I I -----1 TYPICAL CROSS NO SCALE cu 12601 R/W SECTIONS X-1 EA OJ7001 "' 0 0 N I (D W 0 '-'--' .. cr> V II II 0 0 w w I-I-I-I-~ '.3 0.. 0.. X I "' 0 z ' >-"' ::, ::::: I _, R/W 0 >-w CD <I) 0 ;: w w <I) 0: EP > w 11' w f-0: <l 0 X "" I z --, >-« ::, I-I 0 « ::, z 0 f z V> « V> OG _____/ 0 « _, ::. .r-, BIO-SWALE---' '>->-0([] CD w >-o 0 <{ w w -'Z "' ::Oc:, u u-J</) w <{W I uo u X a: 0 V> ;: a: "" w "---, ::, « V> I- R/W _, 0 « ::, z 0 0 V> ;:::: V> u « z ::. EP ::, LL OG ~ \ :z "' 0 X ;:: ct: I-0:: 0 a.. w V) :z (.) ct: 0:: z I-~ LL. 0 z I-w :z I-Lu :::::;; z I-0:: ct: ~ a.. Lu :::E 0 ct: j z 0:: 0 LL. X '.:J ct: C..> LL. ii 0 Lu I-Q ct: I-V) BORDER LAST REVISED 4/11/2008 60' 49' SEE CONSTRUCTION DETAILS FOR LIMITS AT VARIOUS LOCATIONS var j - 'l ROUTE Va,114'-74' EP Dist ROUTE POST MILES TOTAL PROJECT 4.6/9.6, 12.2/14.1 __(,~="""'-ll_:::'_J._:..::::=:__~2-16-0 DATE 2-17-09 PLANS APPROVAL DATE TH£ STATE OF C4l/FORN/4 OR /T.) OFFICERS OR AC£NTS SHALL NOT B£ R£SPONS/Bl£ FOR THE Al-~CURACY OR COJIPL£TEN£S5 OF SCANN£0 COP/£5 OF TH/S PL AN SH££ T R/W 49' 12.5'-15.8' 10' Va, 42' -0' SEE CONSTRUCTION DETAILS FOR LIMITS AT VARIOUS LOCATIONS BIKE TRAIL 21/. ~----====~ :__ ______ , Sta 50+85 TO 65+85 60' 49' SEE CONSTRUCTION DETAILS FOR LIMITS AT VARIOUS LOCATIONS i ROUTE 1 Va, 103'-114' 49' SEE CONSTRUCTION DETAILS FOR LIMITS AT VARIOUS LOCATIONS --- EP -------------: -.c.-_l ___________ J C 14' 21/. 10' BIKE TRAIL ------y ---L------- R/W Va, 30'-41 .7' LOS TRANCOS/CRYSTAL COVE TO CRYSTAL HEIGHTS DRIVE TYPICAL CROSS SECTIONS Sta 35+80 TO 50+85 RELATIVE BORDER SCALE IS IN INCHES 0 USERNAME = > t-r I i m DGN FI LE = > cO j 700ca002. do· NO SCALE cu 12601 EA 0J7001 X-2 "' 0 ~ ' CD wo 11 11 0 0 w w .... f-f-.... oo _, _, 0.. 0.. w w .... ::a <{ -0 .... (X) 0 I N 0 I N X :r: co 0 z '->-co :::, :r: :::: ...J ~ ~ D >-w co </) -0 > w w </) 0: ;: w w I-0: <{ 0 X :r "' -z -, >-<t :::, I-I 0 <t :::, z 0 z l/l <t l/l 0 <t ...J :,; I >->-0(0 al w >-o 0 «w w _J z "' :Jo u u-_JV) w <Iw I uo u X ct: 0 l/l ;: ct: "' w -a.. -, :::, <t l/l I- ...J 0 <( :::, z 0 ~ l/l f-l/l u <( z :,; :::, LL :z 0 X ;:: < 1--c:: 0 a.. w V) :z 0 < c:: z 1--<C LL 0 z 1--w :z I-w ::::s z 1--c:: < <C a.. w ~ 0 I < l z c:: 0 LL ::i < u LL ~ 0 w 1--~ < 1--V) BORDER LAST REVISED ~/11/2008 R/W EP R/W EP i 40' & Var ROUTE I 1 40' & Var I 34'& Var I 34'& Var ' Var 16'-18' OUTSIDE Ln MOUNTAIN ROAD TO SEACOVE DRIVE Sta 311+10 TO 452+80 40' & Var 26.0' & Var Var 16'-18' OUTSIDE Ln --G ~ -2;,: & var l i ROUTE 1 I i B-- 40' & Var 26.0' & Var Var 16'-18' OUTSIDE Ln j --G 2% & Var_ R/W EP R/W EP _____ _,, -I I~ --0--- I 1 ~---=-1= ___________ ---r---~-, L-: I ______ cJ__ __________ ----------r-~-------i--_J L--------_____________ I D D ASTER STREET TO MOUNTAIN ROAD Sta 249+10 TO Sta 311+10 RELATIVE BORDER SCALE IS IN INCHES 0 I I 2 I I I I 3 I I USERNAME => trl im DGN FI LE -> cO j 700co003. dgn TYPICAL CROSS SECTIONS NO SCALE X-3 cu 12601 I EA OJ7001 II II 0 0 w w ::: ::: 00 _J _J (L (L X :,: <O 0 z '->-<O :::, :,: ' ...J ~ ~ R/W EP 0 >-w CD '.:c 0 > w w V, er -> w w >-er <( 0 X :,: "' -z -, >-<( :::, I-:,: 0 <( :::, z 0 z V) <( V) 0 <( ...J ::;; '>->-Om w CD t-o 0 <rw w Jz "' =:>c:, u u- __JV, w <lW I uo u X a:: 0 V) ;: R/W a:: "' w -(l_ -, :::, <( V) I-EP ...J 0 <( :::, z 0 0 "' I-V) u <( z ::;; :::, u.. :z ,_ 0 X ;::: < I-a:: 0 a.. w Vl :z CJ < a:: z I-<C LL. 0 z I-w :z ... w :::. z I-a:: < <C a.. w ::!: C, I < j z a:: 0 LL. X :::; < C..> LL. I 0 w I-~ < I-Vl BORDER LAST REVISED 4/11/2008 I Var 36' & Var ~ ii;_ ROUTE 1 j • \ -21/. & var -i Var R/W 36' & Var EP Var 16'-18' OUTSIDE Ln l 2% & Var_ 3RD A VENUE TO 0.3 MILE SOUTH OF VISTA DEL SOL Var 42' & Var Sta 455+50 TO 513+50 ii;_ ROUTE 1 Var 37' & Var SEACOVE DRIVE TO 3RD AVENUE Sta 452+80 TO 455+50 RELATIVE BORDER SCALE IS IN INCHES 0 I I 2 I ' 3 I R/W EP I USERt-.JAME :: >tr-I im DGN FI LE -> co j 700co004. ogn TYPICAL Di ST COUNTY I 12 Ora I 1 I 4.6/9.6, I 5 I 46 12.2/14.1 CROSS SECTIONS NO SCALE X-4 I cu 12601 I EA 0J7001 /, ~ II II §§ >->-00 __J __J a._ CL X X X X X I <0 0 z '->-<0 ::, I :::: ...J 0 >-w (I) <fl 0 > w w <fl a; > w w >-Cl: <{ 0 I ,,: z -, >-<( ::, I-I a <( ::, z 0 z (/) <{ (/) 0 <( ...J :,, ' >->-Om w (D >-o 0 «w w ...Jz "' ::>c, u u-_JV) w <IW I uo u a:: 0 (/) > a:: ,,: w a.. -, ::, <( (/) I- ...J a <( ::, z 0 ~ (/) I-(/) u <( z :,, ::, "- :z 0 i= < I-0:: 0 0... w U') :z 0 < 0:: z I-ct u... 0 z I-w :z I-w ::::e z I-0:: -< ct 0... w ::5 Cl < l z 0:: 0 u... ::; < u u... ~ 0 w I-~ < I-U') L 0 t-i/} < 0 u t-o:: 0 a.. 3: w z NOTES: 1. STRUCTURAL SECTIONS TYPE [2J APPLIES AT VARIOUS SPOT LOCATIONS ON SHEETS C-1 THROUGH C-4 AND C-10 THROUGH C-14. 2. STRUCTURAL SECTIONS TYPE [2J APPLIES FOR OUTSIDE LANES & CONTINUES THROUGH INTERSECTIONS ON SHEETS C-5 THROUGH C-9. 3. STRUCTURAL SECTIONS TYPE 0 APPLIES FOR ALL LANES ACROSS EDGES OF PAVEMENT ON SHEETS C-1 THROUGH C-14. LEGEND: 0 STRUCTURAL SECTION TYPE, SEE SHEET X-1 0 SIGN No. R/W EP ROUTE 12 POST MILES TOTAL PROJECT 4.6/9.6, 12.2/14.1 _[_::::t:==""""L~:.:::=:__~2-16-0 DATE 2-17-09 PLANS APPROVAL DATE THE JTATE OF CALIFORNIA OR ITS OFFICERS Of AC£NT5 SHALL NOT BE R£SP"'i',...'nr£ FOR THE ACCURAO OR C{WPLETEN£_ ANNEO COPIES OF THIS PLAN SHELT. =-=-=-=-=-=-=-=-=-=-=-=-=-;=-=-=-=-=-=-=-=-=-=-=-==-=-=-1~=-=-=-=-=-=-=-=-=-=-=-=-==-=-=-=-=-=-=-=-=-=-=-t=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-:JJ g + Sf N <( t-1----t----;------"±------t-----,--\--t------l------l------+--=i=----+-__!!RO~U~T!.,!:E:;_!1___,f------f-----i.J.------------------_J VJ 2 3 4 15 20 ....J- <( u 0:: 0:: w t-a.. w ::;; ::;; 0 0 0 0 + + 0 0 0 a.. a.. 6 z 200 7 2 t-Exist BUS PAD u 8 9 200' Ln #2 2 3 w z ....J '------------------------------.1_ _________________________________________ ..:____ji] f----------------------------------------------------,.--___..:\------------------:=-,:-:~~------------1~ ::::, 0:: t-l[) 50' I~ ::;; VJ Sf v~ z+ 00 u~ 0 <( z t-w VJ L R/W EP CD ::;; z 2 t-u w VJ 0 z w 1/) 0 u z < 0:: I- 1/) 0 ...J CONSTRUCTION DETAILS NO SCALE BORDER LAST REVISED 4/11/2008 RELATIVE BORDER SCALE IS IN INCHES 0 USER NAME =) tr I i m oc,i FI LE = > co j7OOgaOO1 . dgn cu 12601 EA OJ7001 en 0 ~ ' £D w -~ -' en V " " 0 0 w w >->->->-00 _J _J (L (L w w >-"' <{ 0 >- l CX) 0 ;;; I ~ N C -1 0 ~ I N ~ t,}:, I 00 0 z ' > 00 ~ I ' J 0 > w m ~ 0 > ~ w ~ ;: w w ~ ~ • 0 0 0 + ~ 40 "" I = z , > « ~ ~ I 0 « ~ z 0 z ~ « ~ s « " ,, > 8m w ~o 0 <w w Uz " ~u u-u u~ w <w I uo u ' oc 0 ~ > oc ~ 0 w 0 ~ , + ~ « ~ ~ "' J 0 « ~ z 0 0 ~ ;:: ~ u « z " ~ ~ "' G ~ ~ = 0 ;:: <( >--"' 0 0.. w V, = (.) <( "' z >--<( ~ 0 z >--w = I-w "" z >--"' "" <( 0.. w ::i;; Q "" I z "' 0 ~ ::; <( ~ ~ 0 w >--t <( >--V, BORDER LAST REVISED 4111 /2008 2 4 3so·, Ln # 3 R/W 1, 2, 3 6 & Sh/d RELATIVE BORDER SCALE IS JN INCHES ROUTE 4 R/W ROUTE 1 7 8 R/W I EP I EP 6 EP EP USERNAME => Tri im DCN FILE => c0j700go002.dgn 2 Dist 12 2-17-09 PLANS APPROVAL DATE POST MILES TOTAL PROJECT 4.6/9.6, 12.2/14.1 (HE STATE or CALIFORNIA OR ITS OFFICERS OR ACENTS SHAU NOT !JE RESPONS/!Jl!C FOR TH£ ACCURACr OR COMPLETENESS or SCA/,WEO tX'PiES OF THIS PLAN SHEET. CONSTRUCTION DETAILS NO SCALE cu 12601 EA 0J7001 C-2 0 /;;~ 0 + 7 "' / /i SC ,_ 50' ln V, # 2 & 3 / w ' r " z =; > « => ,... 2c 65 ~ ~00' Lri 6 # :~ X 1 7 u 8 ,_ <C ::, r 0 « => z 0 z V, « V, 0 « J ~ ,, > :3m m ~D 0 <w w Jz " =>u u U-, um w ·OW I uo u ' u.J u z oc 0 ~ > < C: I-z oc " w u.J ~ , => « V, ~ z -J 0 « => 0 z 0 0 0 V, + ;:: V, « "' u ~ ~ z < :::;; => SC ~ ,_ V, w 2c 7 z ~ 0 3 ;:: ... ,_ 8 9 BO -<C "' ::, 0 0.. w V, z 0 .. z "' -ci: ~ 0 z -w z I-w ,. z -"' ... ci: 0.. w :; = .. I z "' 0 ~ ' ::; .. u ~ 0 w -11P .. -V, BORDER LAST REVISED ~/11/2008 9 C: u.J I-z u.J u ..J -< I-Lu C: ROUTE T RELATIVE BORDER SCALE lS !N INCHES L CJ V) 1-::c D -Lu ::c ..J ;:5 V) >-0: U· ROUTE 70 1 2 EP /EP ' R/W 2 3 f. '.. LEP .. 0 L_R/W 11 ,---R/W I \_R/W USERNAME cc> "tr I i m DGN FILE cc> c0j700ga003.dgn 4 75 150' Ln # 2 ' 1/ Dis-t COUNTY ROUTE 12 POST MILES TOTAL PROJECT 4.6/9.6, 12.2/14.1 d 3::::C~,.,,~~~~ccccc'1. 2-16-oe RE GINEER DATE <u 2-17-09 PLANS APPROVAL DATE rH£ STIITF or l//l fFORN/4 OR ITC OFFICERS (1'i' ACENT) Sh'41 L Nf!l BE R£,"ON::,/BLE FOR THE AC('llRA(T OR CO!,/PLETEN£5S or SC4NN£!} COPIES OF THIS PL4N SHEET 0 0 + 00 00 0 0 + "' ~ <C ,_ V, w 2c ~ r u ,_ SC ::, CONSTRUCTION DETAILS NO SCALE cu 12601 EA 0J7001 C-3 I ro 0 z ' ► ro D I ' J 0 ;; w "' D > w w m " > w w ~ " s 0 0 0 ' + 00 I ~ 00 z 7 <t ► s D t-t- I V, a s D w z 0 z so z ~ 9 s m J a s J "' I u t-<t "' , > > Om w m ~o 0 Sw Uz w " ~s u u~ w SW I UD u ' ~ 0 m > ~ ~ w " 7 D s m t- J a s D z 0 0 m ;:-m u <t z "' D " 0 z 0 0 + ' ;:: 0 < 0 >-= 0 <t 0.. w t-= CJ V, z < = z w >-<C '= ~ J 0 z 2 3 >-w I u z I-t-w 2 z <t >-"' = < <C 0.. w :; C, -It < >-= BORDER LAST REVISED 4/11/2008 L □ >-z 0 o._ LL w w ~ rEP 0:: I I rEP 4 EP-_/ l. ". ROUTE 1 2 3 EP R/W 105 ', (0 RELATIVE BORDER SCALE JS IN INCHES 4 ROUTE 1 6 lR/W /R/W 95 I 05 / i/ 1 8 9 6 R/W p SCHOOL-STATE PARK 9 110 Dis-t COUNTY 12 ROUTE POST MILES TOTAL PROJECT 4.6/9.6, 12.2/14.1 THE STATE OF C4LIFORNIA OR (TS OFFICFRS OR ACENTS 5!14LL NOT BL RFSPONSIBLE FOR T!IF ACCURACr OR COMPLETENESS OF SC4NN£f) DJP/£5 OF THIS "LAN SH[IT. 0 0 + 0 0 <t t-V, w z J I u t-<t "' 2 CONSTRUCTION DETAILS NO SCALE USERNAME = > Tr I i m DGN Fl LE => c0j700go004.dgn cu 12601 EA 0J7001 C-4 m 0 2 , ro w II II I m 0 z ' r m C, N I ' J 0 0 ' w m 0 0 w w 0 rr > :" w rr s 0 ' I " z ~ + r ., C, r V) I 0 ., C, a: G z 0 z ~ w ., ~ >-0 ., V) 0 J " + z "' 0 '-' ~ w N "' 249+10 ,, ~ BEGIN [2]", □ m w r""\, ro 0 <w Jz w ~~ ~ u-u ' J0 w ' SW I ' uo u " 8 9 250 G rr J 0 "' 0 > + z rr ~ 3 w 0 m ~ ~ w C, ., ~ r N "' J 0 ., C, z 0 0 ~ ;: ~ u ., z " C, ~ z 0 ' ;:: < r-= 0 "-w V, z (,) < = z r-ct ~ 0 z r-w z I-w "' z r-= < ct "-w :e C tr I i rn OGN FILE => cOj700goOO'i.dgn ;;, fr) I:! ::, ~ _,.__ ~ C 6 ls 9 Dist COUNTY 12 RE ROUTE POST MILES TOTAL PROJECT 4.6/9.6, 12.2/14.1 THE 5TATE OF CA!.IFORN/A OR ITS OFFICERS -0/? 4u"ENT5 SHAU NOT 8£ RESPONS/Bt.E FOR TH£ ACCURA<r OR !OYPLET£N£55 OF SCANNED ceP/[S or THIS PLAN >HF.ET. I 260 CONSTRUCTION DETAILS NO SCALE cu 12601 EA 0J7001 C-5 " ' ' ' I z r J I s< z z s< s •r Ow w ~o <w Uz ~~ u--u,a s<w uo oc 0 0 ;: oc w ~ J 0 u s< z 0 ;: u z J ~ = 0 .= < >-"' 0 a.. V, = < "' >- ~ 0 >-= w :s >-"' < a.. w Q < z "' 0 ~ ::; < ~ ~ 0 w >-< >-V, 0 w 0 = , s< ~ 0 J 0 0 0 s< " > rn 0 w " u w I u ~ , < ~ a J 0 0 0 s< " w u z < z w I-z < ::. I It 0 0 + ~ ~ R/W N « >-~ w z u I u R/W >-« ::, BORDER LAST REVISED 4/11/2008 8 9 C ...J 3: 0 ...J ...J 0 :c >-0.. w w ...J (/) Q) > « « z ::::, c., « ...J y 2 Dist ROUTE 12 POST MILES TOTAL PROJECT 4.6/9.6, 12.2/14.1 ;;;J;;;l~~~~;;i''i';-,c:,;~;cJ1. 2-16-081/', RE GINEER DATE ,___"-""" 2-17-09 PLANS APPROVAL DATE + (/) z 0 -c., w ...J R/W 0 0 + ~ ·~--------------'------"--_______ ...1. ______ -=========-~L+======:::::i+====================::..!. ______ .'..:.::-=:-=:-=:-=:-=:-=:-=:-=:-=:-=:-=:-=:-=:j"' ~ « ---j6;--------t1 _____ ia,-----------i9--------:;:~Re:Os,Us,· .1T,;E_·_,1 ___ --:;--------i:-----+--t----,--,-,,--,--!"-=-:--"----,-__.,-,-,,_,_ __ _...+-~~-----_j :;;w 270 2 3 4 275 6 :::=--=-=-=-=-=-=-=-=-=-=,-=:--;========~===========tl===::;=~======~==========:j; \ R/W ~ 2 280 2 ~ ROUTE 3 EP RELATIVE BORDER SCALE !$ IN INCHES LEP EP 4 285 + (/) 0 r· STA 283+76 TO 286+56 w ...J I SEE SHEET C-15 u I 6 7 8 USERNAME => trl im DGN FILE=> c0j700go006.dgn L 0 u, z 2: « ,_ 2: -· ~ « u, 0 RIW 0 + m N 9 « >-290 ~ w ?'c R1w u I u >-« ::, CONSTRUCTION DETAILS NO SCALE cu 12601 ' EA 0J7001 m 0 Ci w C-6 0 0 + m "' 0 +-V, w ' "' ~ I ~ I u z ~ ~ " " ,- I ,-., "' " □ " z 0 z V, " V, C: " " '► !n ~ro >-o 0 <w uz ~ "□ 'J-u uv, w <w z uo u X ~ 0 V, > ~ ~ w ~ ~ " " V, ,- u □ " " z 0 □ V, ;: V, u " z " " ~ = 0 X ;:: < >--"' 0 0 0.. w V> 0 = (.) + < "' "' z 0 >--<I: "' ~ z 0 0 +->--w V, = I-w uJ "' z "' >--"' ~ < <I: 0.. I uJ ::. u C, ,-., "' --di < >--V> BORDER LAST REVISED ~/11/2008 +-V) "" ---' "" :r I- R/W l 2 3 R/W +-V> V> ~ V> uJ a:: u I R/W 6 R/W 7_ 4 -2-95 6 EP 310 9 s +-V) "" I--z "" ROUTE 1 -0 a:: :z -<( \ 7 RELATIVE BORDER SCALE IS IN INCHES +-V) "' St;CJ "" SEE 0 2 8 9 300 /- +-V> uJ 0-0 -.J .J « u 1\ 2 315 3 2 USERNAME = > trTene DGN FI LE "'> cO j 70090007. dgn 298+68 TO 301+48 SHEET C-15 2 3 1 6 2-17-09 PLANS APPROVAL DATE TH[ STAT£ OF CAUFORNJA OR f.TS ~'Ff:'/CER5 i)R ACENTS SHAU N(!T 8:C RESPON5/8l[ FO/i' THE 4CCl!,'i'AC/ OR OJ,l/f'l['T[N£55 OF St4NN£0 CcY'/£5 OF Tfl/5 PUW SH££(. +-V) V> "' 0 0 a:: IIl R/W 4 R/W 0 0 + "' RiW ;;; 0 + V, uJ z s ::; " u J ';, R/W .,, CONSTRUCTION DETAILS NO SCALE 0 0 + "' 0 "' 0 +-V, w "' ~ I u ,-« "' cu 12601 EA OJ7001 C-7 ' ' I 00 0 z ' > 00 => I ' J D > w D ~ 0 > w w ~ rr > w w r rr 4 0 I cc z ~ > " => r I 0 " => z 0 z V, " V, 0 " J " '> > □ w w w ro 0 <w Jz ::e =>0 u u-UV> w <w i5 uo oc 0 ~ > oc ~ w rr ~ => " V, >- u 0 " => z 0 0 V, ,: V, u " z " => rr = 0 .::: < >--"' 0 a.. w V, = 0 < "' z >-- ~ <C 0 z >--w z I-"-' "' z >--"' < <C a.. "-' :;; C, --It < >--V, 0 0 + " " " 0 +-V, w z J I u >-« ::, 0 0 c1; R/W ;;; I----'--+-/ +-V> C z 0 / STA :::, SEE ., -I C I ' R/W R/W BORDER LAST REVISED 4/1112008 L C z 0 >-z ., u 319+80 TO 320+80 SHEET C-16 333+1 0 TO 334+1 0 SHEET C-16 335 6 +-V> w I--., '-" ., +-V> RELATIVE BORDER SCALE [$ IN INCHES +-V> ...J 0:: ., w CL +-V> V) V> 0 :::, USERNAME = > lrT·ene OGN FILE=> cOj700go008.dgn +-V> 0:: w 1--z w u Dis-t ROUTE POST MILES TOTAL PROJECT 12 4.6/9.6, 12.2/14.1 THE STATE OF CALIFORNIA OR ITS OFF/IE!?> OR ACENTS SHAU NOT B£ fi[5P0N,/8/ E ,,?/, THE ACCUn"AC! OR CO.JIPLETENESS Of" SCAi\WEO COPIES OF THIS PLAN SHEET. R/W j 2 ····· ··------- R/W 0 0 + " " " 0 +-V, w z J I u >-« ::, CONSTRUCTION DETAILS NO SCALE cu 1 2601 EA 0J7001 C-8 I ro 0 z ' ► ro => I ' u 0 ► u m 0 0 w w v, ~ > u w •· ~ « 0 0 0 + ~ R/W ~ ~ 0 ' +, V, I cc z ~ ► « w 8 z => r I .J 0 « => I z 0 z m « m 0 « u "' u >-o " u-'0 uo w OW I uo <J ' ~ 0 m > ~ ~ w ~ ~ => « m r u 0 « => z 0 ~ m r m u « z "' => 0 ~ 0 + R/W w ~ 0 z +, 0 V, ' ;:: w 2 « z ,-= 0 .J ~ w I V, z () u R/W « >-= z <C ~C' ,-<C ,, ~ "1&, 0 z r..,;-,-w z I-,0/ ~ ,. z ,-= « <C ~ ~ :E C, « I z = 0 ~ ' ::; « u ~ 0 ~ ,-• « ,- V, BORDER LAST REVISED '1/1712008 9 R/W 3 w u <( _J IL <( - u 0:: Cl z <( _J IL :::, rsta SEE 6 350+60 TO 351+60 SHEET C-17 2 2 R/W 3 ROUTE 1 RELATIVE BORDER Slt~E JS [N INCHES 4 8 , Sta 353+15 TO 354+15 SEE SHEET C-17 ROUTE 355 2 6 7 USERNAME = > tr-i-ene DGN F ! LE ""') cO j 70090009. dgn 8 EP j Dis-t COUNTY ROUTE POST MILES TOTAL PROJEC 12 2-17-09 PLANS APPROVAL DATE Th£ STAT£ OF UL/f:"ORNM l'R /h-OFFICERS 0/r AuYNTS SHALL NOT !JF RESPONSIBLE FOR rHE 4CCURACY OR COYPU1ENESS OF SCAN!,'£!) COP/ES or !HIS Pi.AN SHEET. 9 360 0 0 + !c' M 0 0 + w ~ 0 +, V, w z .J CONSTRUCTION DETAILS NO SCALE cu 12601 EA 0J7001 C-9 " ' ' I z r ~ I 4 z z 4 0 J ,, Oro w ro "w Uz =:ic:, w-J~ 4W uo rr 0 ~ ;: rr w ~ ~ ~ J 4 z 8 r u z ~ rr z 0 ;:: < ,-= 0 o,_ = z < = ,- ~ 0 ,-z ~ "" ,-= < o,_ ~ = 0 w 0 > w rr = , 4 r 0 ~ 0 ~ ~ 4 ::, ' 00 0 w ~ u ~ u ~ , 4 r 0 ~ 0 ~ ~ 4 ::, w <.> z < z w I-z < :I!: 0 0 + 00 00 M 0 +-V, w z J I u r <C ::, 0 0 + "' ~ M 0 +-V, w z J R/W ~ <( ..J V) ,_ l,J !5 V) ;: Ee BORDER LAST REVISED q/11/2008 I V) I ,-: 0 ,-.: V) . .. .... . .. .. 6 7 8 R/W k! ~ ,_ ff ;! ,_ 5 c., <( ..J L Cl r-a: 0 V) Ul a: El Ul 0 (.!) 0 <{ + r-0 0 z '" z 0 M w ::E 9 390 R/W rEP I R/W I 9 I \_EP 2 3 .... "' .,. 380 2 RELATJVE BORDER SCALE IS IN INCHES 1 ROUTE k! ~ ,_ ff ;! ,_ 5 c., <( ..J 395 1 2 3 ROUTE 6 8 c., <( ..J !,J ..J 12) 1 qJ • I . . ' 4 385 r ' , ' ~ 7 8 '-EP USERNAME => tr-i-ene DGN FILE=> c0j700ga010 dgn ~ p->. -1> 9 6 L 0 >-,1,J .J ,v, cl,J ~ ' Dist COUNTY ROUTE 12 2-17-09 PLANS APPROVAL DATE POST MILES TOTAL PROJECT 4.6/9.6, 12.2/14.1 TH£ STATE OF c0AUF/1RNIA CR ITS OFFICERS OR ACENTS SHAU NOT B£ RESPONSIBLE FOR THE ACCURN'i OR C{!,J/Pl£TEN£SS OF SCANN£f) . COP/£5 OF THIS PLAN SHEET. R/W . 7 R/W 400 0 0 + 00 00 n 0 0 + "' 0 ~ 0 +-v, CONSTRUCTION DETAILS NO SCALE C-10 cu 12601 EA 0J7D01 I ro 0 z ' r ro ~ I ' J a ~ w m a > w w m ~ > w w ,.._ ~ < 0 I c:c z , r .. ~ ,.._ I 0 .. ~ z 0 z V, .. V, C: .. "' ,, > :;;oo 00 >--a 0 <w w Jz " 00 u u-Jm w <w I uo u ' ~ 0 "' > ~ ~ w 00 , ~ .. V, ,.._ J 0 .. ~ z 0 0 V, ;:: V, u .. z "' ~ ~ z 0 ;: ... >-= 0 a.. w = z 0 ... = z >-ci: ~ 0 z >-w z I-w "' z >-= ... ci: a.. w :;; 0 ... I z = 0 ~ ' ::; ... ~ ~ 0 w >-It ... >-= BORDER cc u ,.._ .. "' 0 0 + '" 0 +-v, uJ z _J I u ,.._ .. :, R/W RIW R/W LAST REVISED '111112008 2 4 405 6 7 7 8 9 420 8 CJ 0 "O a, Q 0 V, -..J <r 2 EP RELATIVE BORDER SCALE IS IN INCHES EP 9 EP 3 3 2 ROU1t. 1 410 4 425 6 USERNAME = > trrene OGN Ft LE => c0j700ga071 .dgn 0 "' + ~ R/W :;; R/W Dis-t 12 RE 2-17-09 ROUTE POST MILES TOTAL PROJECT 4.6/9.6, 12.2/14.1 12-16-08 f"E,S GINEER DATE PLANS APPROVAL DATE fH[ ,T1T£ OF l'Al1hWN/A OR /1:; QCTICERS OR Ai,,CAF SHAd NOT 6£ RESPONSIBLE FOR (f-1£ A(Cl'RA('Y Oii' COMPLETENESS OF SCANNED ,_-,Y-'/l;S ,?F THIS PL AN SHEFT. >-<( 0 ;;: 0 z !/) -s _J uJ <( co "" a: <( 0.. :c u <( "-' in ~ -_J <( cc u ,.._ .. :, CONSTRUCTION DETAILS NO SCALE C-11 cu 1 2601 EA 0J7001 r ro 0 z ' ~ ro => r ' J 0 ~ w ~ 0 w ~ 0 > w w c rr • 0 0 0 + "' N "' ' 4_ r = ~ z ~ "' ~ < => r w r 0 -z. ., => :; z 0 z ~ I ., ~ u " ., " ~ 4_ " ' -~ro rn ro 0 ·>w uz "' =>o u u-uo w <w r uo u ' rr 0 0 ~ 0 > + :5· ~ ~ 7 0 ~ 7 => ., ~ r "' J 0 c-., => en z 0 0 ~ w ;:: ~ z u < z " J => rr I u c-., " z 0 ' ;:: .. -= 0 c,_ w = z 0 .. = z -<C ~ 0 z -w z I-w '"' z -= .. <C c,_ w :;; = .. i z = 0 ~ ' ::; .. '--' ~ 0 w -• .. -= BORDER LAST REVISED ~/11/2008 1 EP I I 430 2 3 \ LEP 2 4 445 6 , R/W ·R/W "" 3 w a, ROUTE 1 4 435 "' u 0 Ct: w _J a:, .., I- RELATIVE BORDER SCALE IS IN INCHES 2 I 6 7 B 9 I dJ ~EP I I 3 L EP LR/W C _J LL LL w :::, .,J ::. a:, 0 u .., .., w V) w V) USERNAME => s 1 3531 8 DGN FJLE => c0j700go012.dgn 440 4 .., w V) Dis-t COUNTY ROUTE 12 POST MILES TOTAL PROJECT 4.6/9.6, 12.2/14.1 46 12-16-08~';\'.o,Ess,o,.,~, RE GINEER DATE ~ Q'-.f'~ 2-17-09 /o 6 a PLANS APPROVAL DATE ~~ 1 ';; TH£ STATE~~• C4L/r0RNIA OR /Te> OFF/l£R, ~ j OR ACENTS SHAU NOT BE RESPONSIBLE FOR ,,~ THE ACCURACr {!R {'Ol,f,OLETENESS OF SCANNED "·:,.._ ( Dr -1r&"" COPIES OF THIS PlllN 5H££I. + V) g [=] 5 + 0 3: z 7 W 7 L~g [=] o+ ~ 0 7 Z I.L·<::T w LL :::, _J a:, 2 <C ~ "' CONSTRUCTION DETAILS NO SCALE C-12 cu 12601 EA 0J7001 00 0 ' "' 0 ' N I 00 0 z ' r 00 =, I ,: J D ~ w "' ~ D > ;:,. w w .., ,, oc w i" oc • 0 ' I = w z , ~ r 4 ~ 8 =, r I D 4 =, E 0 ~ < ~ 0 4 J " " ~ Om w ro 0 •w ....J7 w =ic " u-u av, w ow I uo u oc 0 ~ > oc ~ w ~ , =, 4 ~ ~ J 0 4 =, z 0 s ~ r ~ u 4 z " =, ~ 0 0 < 3 z 0 ' ;:: < -= 0 a_ w = z 0 < = z -<( ~ 0 z -w z I-w "" z -= < <( a_ w :E 0 < I z = 0 ~ ' :::; < ~ ~ 0 w -• < -= BORDER LAST REVISED 411112008 "' ;:,. .., :r: ,__ "' c----_.-,,<, "' ;:,. .., :r: ,__ -EP 2 "' 4 \ \~ EP 2 IEP I 2 3 \__ EP "' ;:,. .., :r: ,__ 0 6 7 ~□ +I z "' -~ '-' 7 W I ro RELATlVE BORDER SCALE IS IN INCHES "' > .,_ :r: ..... R/W \ \ ROUTE 6 4 465 L C) -R/W uJ J; CJ 0: -CJ R/W ROUTE 8 9 R/W_j [D USERNAME => S135318 DGN F !LE => cOj 7009001 3 .dgn Dist COUNTY ROUTE 12 "' ~ POST MILES TOTAL PROJECT 4.6/9.6, 12.2/14.1 0 0 < t '=< .,. 0 0 + "' ~ ,,. SHEET TOTAL No. SHEETS 18 46 CONSTRUCTION DETAILS NO SCALE C-13 cu 12601 EA 0...:7001 , , , I z ~ 0 I < z z < 0 J '> □m w ro <w Wz Do w-w~ 4W UD oc 0 m ;: oc w " 0 m J < z " r u z 0 " z 0 ;:, < ,-= 0 ~ = z < = ,- ~ 0 ,-z w '"' ,-= < ~ w = < z = 0 ~ ::; w " " ~ < ~ 0 0 0 m m < " w 0 w " u w I u ~ ~ < ~ 0 0 0 m m < " w (,) z < z w I-z < ::. I lt1 BORDER "' u ,_ :; 0 0 + 0 0 "' LAST REVISED '1/1112008 rEP 2 490 ROUTE RELATIVE BORDER SCALE JS JN INCHES R/W 4 2 3 R/W EP 2 1 RIW I 9 EP USERNAME =? s I 3531 8 DGN FILE=> c0j700go01'1.dgn Dis-t ROUTE 12 4 3 2 POST MlLES TOTAL PROJECT 4.6/9.6, 12.2/14.1 515 Ul z 0 .... z ~ .., -> CONSTRUCTION DETAILS NO SCALE C-14 cu 1 2601 EA 0J7001 " " " " I z > 0 I < z z < 0 J '> Dru w "□ sw Jz Du u-J~ <w uo oc 0 ~ > oc w ~ 0 m J < z 0 ;: u z 0 ~ z 0 ;:: .., .... = 0 a_ = z .., = .... ~ 0 .... z w ,. .... = .., a_ w C .., z = 0 ~ ::; .., ~ ~ 0 w .... .., .... = 0 w v, > w ~ w e s 0 "' , < e D 0 0 m m < " ,; D w " u w I u ~ , < e D 0 0 m m < " w 0 z <C z w I-z <C :; I l!r BORDER 3 LAST REVISED ~/\112008 / / ,--EP 4 I \_R/W 285 +-V) 0 uJ --' u 2 B 6 MATCH EXISTING 7 EP 24' STA STA ROUTE I(_ SECTION 284+76 TO 299+68 TO ROUTE I(_ 8 ' I .'---R/W 26' A-A 285+56 300+48 100' 40' ! 40' 100' I COLD PL J:1ll ___ AC Pvmt SECTION B-B STA 283+76 TO 286+56 STA 298+68 TO 301+48 RELATIVE BORDER SCALE !$ IN INCHES 2 B 1 9 s EP rMATCH I EXISTING EXISTING +-V) "" .., 0 (_ __________ USERNAME = > s 1 35318 DGN FILE =c) c0j700go015.dgn OisT COUNTY 12 2-17-09 ROUTE POST MILES TOTAL PROJECT 4 .6/9.6, 12.2/14.1 PLANS APPROVAL DATE .THE STATE OF CALIFOii'Nl./ OR ITS OFFJC£f6 OR ACFNT5 5H4LL 4\H Bl RESPON5/BL£ FOR .THE ACCURA('r OR {'OA!"'LETENE55 Of )(ANNEO c'OP/£5 OF THIS PUW 511£[1. CONSTRUCTION DETAILS NO SCALE cu 12601 EA 0J7001 C-15 ' " " I z ► J I 4 z z 4 s ,, ~w ~o <w Jz JU u-J~ ,ow uo oc 0 "' > oc w ~ J m J 4 z 0 ;::: u z J ~ = 0 ;:::: -< >--"' 0 c.. V> = -< "' >-- ~ 0 >--= w "" >--"' -< c.. w Q « z "' 0 ~ :::; -< ~ ~ 0 w >---< >--V> 0 w v, = , 4 ~ 0 J 0 m m 4 "' w 0 w " u v, I u ~ , 4 ~ 0 J 0 m m 4 "' w CJ z <( z w I-z <( :!: I t BORDER COLD PLANE AC Pvmt (2") MINOR CONCRETE {Misc Const) ROUTE 320 R/W \_ EP NORTHBOUND EP 34' 16' L Cl z 0 >-z <( u Cl Ct: m ~ I REMOVE GUTTER DRAIN ~ 1 ,,, MINOR CONCRETE (Misc / 2 'C( C ROUTE ti. SOUTHBOUND 34' 2 Const) EP LANE No. 2 COLD PLANE I Exist Pvmt AC Pvmt (3") /( L COLO PLANE ! AC Pvmt (2")! I REMOVE GUTTER DRAIN~/ 4' LAST REVISED ~/11/2008 2" RUBBERIZED HOT MIX ASPHALT ( GAP GRADED) SECTION C-C STA 319+80 TO 320+80 RELATIVE BORDER SCALE IS IN INCHES -1-(/) Cl z 0 ::. EP <( -Cl rR/W 2 EP Dist COUNTY ROUTE POST MILES TOTAL PROJECT 2 12 4.6/9.6, 12.2/14.1 ~~~~~~"t;.~a:;;:-~1 2-1 6-08 RE GINEER DATE 2-1 7-09 ~e,-.-N~S~AP~P~R~o-vA-L~D-A~TE~------1 V FHE 'iTA TE OF CALIFORNIA OR I TS OFFICER"" OR A1"£NT::, SHA L NOT 6£ RESPO\SIBLE FO/i THE AC(U/?4C/' OR C(WPLETENESS OF SCANNEO COPIES OF THIS PLAN SHEET. 335 NORTHBOUND SOUTHBOUND EP 34' 16' LANE No. 2 COLD PLANE _\COLD PLANE 1 AC Pvmt {2") AC Pvmt {3") GUTTER DRAIN\ L ROUTE ti. COLD PLANE I AC Pvmt {2")\ EP 34' Exist Pvmt \_ . -------r-, --..l..--1 ---i _::::::[f .L T .. .. T . • ~----2" RUBBERIZED HOT MIX ASPHALT -----,J I GAP GRADED) SECTION D-D STA 333+10 TO 334+10 CONSTRUCTION DETAILS SHEET TOTAL No. SHEETS 21 46 NO SCALE C -16 USERNAME => sl35318 DGN FILE=> c0j700go016 dgn cu 1 2601 EA OJ7001 "' 0 ' M 0 ' N ' " " " r z > 0 r 4 z z 4 0 J '> ~w ~□ <w Jz Do u-JO ow uo ~ 0 ~ > ~ w ~ 0 ~ J 4 z ~ r u z 0 ~ z 0 ;:: < >-= 0 c.. V, = < = >- ~ 0 >-z ~ ,. >-= < c.. ~ C, < z = 0 ~ ::; < '-' ~ 0 ~ >-< >-V, 0 w 0 > w oc cc , 4 r □ 0 0 ~ ~ 4 " > rn 0 w ~ u w I u ~ , 4 r 0 0 0 ~ ~ < " w () z c( z w I-z c( :i; I t BORDER 2 rEP ROUTE 9 \ I I \__EP NORTHBOUND EP 34' 16' LANE No. 2 \ AC Pvmt (4") u 0:: c:, z < --' /1 REMOVE GUTTER DRAIN "-MINOR CONCRETE (Misc Const) :::, rR/W 2 3 E R/W SOUTHBOUND ROUTE lj_ COLD PLANE I AC Pvmt (3")! EP 34' Exist Pvmt COLD PLANE~ AC Pvmt (3") COLD PLANE J MINOR CONCRETE ~\ I (Misc Const) 1½" \\(\ _____ J(/..-------r----Jc,_ ___ _j -~L=-~"i--:--:":;y----f I REMOVE GUTTER LAST REVISED '1/11/2008 7-r-t----[r i ____ --:--___ _ DRAIN~,,, I 1 ---I --8' I _1_---- ~--~---~L-----:-R~~BERIZED HOT MIX ASP~AL T (GAP GRADED) SECTION E-E STA 350+60 TO 351+60 RELATIVE BORDER SCALE IS JN INCHES COLD PLANE AC Pvrnt ( 3") MlNOR CONCRETE-\ (Misc Const) REMOVE GUTTER R/W 2 3 \__R/W NORTHBOUND EP 34' 16' LANE No. 2 .,_ ~ Ois-t COUNTY ROUTE 12 POST MILES TOTAL PROJECT 4.6/9.6, 12.2/14.1 ""'~~~~!4;~~~'. 2-16-08 RE GINEER DATE .'::' 2-17-09 ; PLANS APPROVAL DATE TH£ >TATE o:: CALIFORNIA OR IT5 ornc.•R~ OR ACENT::, SHAU NOT BF R£5P0t.5/BLE FOR TH£ A(CURA(Y OR COl,IPUIEN£55 OF 5CANN£0 COP/£$ or THIS Pl4N ';!f!TT. 1/1 c'<" REMOVE GUTTER DRAIN .;J" MINOR CONCRETE (Misc Jr 2 F / rEP Const) 4 F \ I c_EP ROUTE lj_ COLD PLANE AC Pvmt (3"}! ROUTE 355 6 SOUTHBOUND EP 34' Exist Pvmt COLD PLANE J AC Pvmt (4") 1' I ---------=--1(1..,,v ---:-, --i..-...1 ~-~---ii : _______ I -- , ----l-r ! ___ --:--__ _ ~-----:-~~~EITTZED HOT MIX ASP~ALT I I I I r----__ . __ J ( GAP GRADED I SECTION F-F STA 353+15 TO 354+15 CONSTRUCTION DETAILS NO SCALE USERNAME => s135316 DGN FI LE = > cO.j 700go01 7. dgn cu 12601 EA OJ7001 C-17 SIGN SIGN CODE 0 W20-1 I 00 0 z ' >-00 ~ I ::: ® G20-2 J © G20-1 0 > w ffi "' @ G20-1 0 w w ~ ~ > w ® W11-1 W16-1 w ~ rr 4 0 BORDER LAST REVISED ~/11/2008 STATIONARY MOUNTED CONSTRUCTION AREA SIGNS PANEL No. OF POST SIGN MESSAGE SIZE AND SIZE ROAD WORK AHEAD 48" X 48" 1 -4" X 6" END WORK AHEAD 60" X 24" 1 -4" X 6" ROAD WORK 60" X 24" 1 -4" X 611 NEXT 2 MILES ROAD WORK 60" X 24" -4" X 6" NEXT 5 MILES 1 (BIKE SYMBOL) 24" X 24" 1 -4" X 6" SHARE THE ROAD 30" X 24" z 0 >-u -t-z « <r ~ u -t- ~ QUANTITY 43 2 2 2 12 NOTES: 1. SIGN LOCATIONS SHOWN ARE APPROXIMATE. EXACT LOCATIONS TO BE DETERMINED BY THE ENGINEER. 2. PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS) SHALL BE PLACED AT BOTH ENDS OF THE CONSTRUCTION AREAS FOR ADVANCE NOTIFICATION OF CLOSURES ANO ALTERNATIVE ROUTES. EXACT SIGN MESSAGES TO BE DETERMINED BY THE ENGINEER. NEWPORT BEACH LAGUNA BEACH ic L 0 >-z 0 Q L 0 >-<r 0 V, w <r w NOT A PART OF THIS PROJECT STA 111+74 TO STA 249+10 PM 9.6/ 12.2 CRYSTAL COVE STATE PARK © I PCMS-3 j ROIJ\t. \ C ~ "-L >-~ "-0 z u C, w 0 ~ 0 <r aJ C> 0 Q w u « ~ Dis-t COUNTY ROUTE POST MILES TOTAL PROJECT 12 4.6/9.6, 12.2/14.1 ;;!,c;t~~~~~~~a,,11,2-16-08 RE GINEER DATE ;;t 2-17-09 ~P~LA~N~S~AP~P~R~O~VA~L~D~A~TE~----\1" THE STATE OF CALIFORNIA OR ITS OFFICERS o,; 4C£NT5 SHAU /fVT BE RE5PONSIBLE FOR THE ACCURACY OR COMPLETENESS OF 5C4/fWEO COPJES or TH/5 hAN SHEET. • ,-~~~--1 LEGEND: 0 CONSTRUCTION AREA SIGN CONSTRUCTION AREA CONSTRUCTION AREA SIGN, 1-POST I PCMS-X I PORTABLE CHANGEABLE MESSAGE SIGN DANA POINT CC L ® ~ w aJ ::, « >- w V, « w ~ CONSTRUCTION AREA SIGNS CS-1 RELATlVE BORDER SCALE IS IN INCHES « u USERNAME cca> s135318 DGN FILE => c0j7001o001 .dgn NO SCALE cu 1 2601 EA OJ7001 II II r m 0 z ' ► ~ " 0 r ' J N 0 0 ► w m ~ 0 :;; w w ~ rr > c" w rr 4 D X r ~ z ~ ► 4 " ~ r □ 4 " z 0 z m 4 m 0 4 J " '► ► □ m w m ~o 0 <w Uz ::: Do u □-uo w 4W " uo u X rr 0 m > rr ~ w rr ~ 0 4 m ~ J □ 4 0 z 0 0 m ;:: m u 4 z " " ~ z 0 X .:: < >--"' 0 c.. w = z (.) < z "' >--ct ~ 0 z >--w z I-w "' z >--"' < ct c.. w ::;; 0 --e < >--= BORDER NOTES: 1. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC. 2. EXISTING PAVEMENT DELINEATION SHALL BE REMOVED AND REPLACED IN KIND AT THE SAME LOCATION. 3. RESTRIPE CROSSWALKS TO MAINTAIN 4' CLEARANCE FROM EXISTING SINGLE CURB RAMP. 4. EXISTING STRIPE WITHIN THE LIMIT OF TYPE [2J STRUCTURAL SECTON DOES NOT REQUIRE REMOVAL. 5. RESTRIPE CROSSWALKS AND LIMIT LINES AT ALL CITY STREETS WITHIN PROJECT LIMIT THAT INTERSECT WITH ROUTE 1. ---_/10 SIGNAL AHEAD PAVEMENT MARKING Exist CURB\ 12" LIMIT LINE 12" LIMIT 22 29 LEGEND: ~ DIRECTION OF TRAFFIC -+-CHANGE IN DETAIL I Ex,st CURB} @) TRAFFIC STRIPE DETAIL No. EXISTING CURB RAMP 50' -4" WHITE (Typ) 38 TYPICAL STRIPING DETAILS ON ROUTE 1 -- LAST REVISEG 4/11/2008 FROM 0.3 MILE SOUTH OF VISTA DEL SOL TO ASTER STREET 12" CROSSWALK Exist 4' CLEARANCE- ( SEE NOTE 3) 29 >--~ CURB1 Ir I 39A Exist Exist CURB 50'-4" WHITE (Typ) 29 TYPICAL STRIPING DETAltS ON ROUTE 1 FROM SCHOOL-STATE PARK TO NEWPORT COAST DRIVE RELATIVE BORDER SCALE IS lN INCHES CURB\ 39 ROUTE 1 r· Exist CURB_/ ,-. ~ "' "' "' a: ,-. ,-. Vl O• z >-w ,-. w u ~ -.....,;:c PAVEMENT USERNAME => Sl 35318 DGN FILE => c0j700nb001 .dgn Dist-COUNTY ROUTE 12 RE 278 DELINEATION NO SCALE cu 12601 POST MILES TOTAL PROJECT 4.6/9.6, 12.2/14.1 DETAILS PDD-1 EA OJ7001 Dist COUNTY I ROUTE I TJ'T0.Ie t'd6JfCT 1sHNEoE_TI sWETE\Ls 12 Ora I 1 I 4 .6/9.6, I 25 I 46 12.2/14.1 ~ Uu,!_ -02-03-09 ~\\o'(Ss10,1, RE=TERED CIVlL ENGINEER DATE ~;~"c::, LOANNA 4 <"-,c ' ;;; HUYNH " 2-17-09 ~ No C52386 l ~ PLANS APPROVAL DATE I\"' 12-31-1 "'_ • 'C---* ~ THE STATE Of' CAL/FO/i'NJ.J OH JT5 OFFICERS ~ .s CJV!L I 0 ]Z/~~~[,~/c1A~~ ~s,:.-ri4rf;1N~1!Ls~::;:;[, ~:~, ~ CAcl\l~/ z ' r ~ COPJE5 OF THIS PIAN SHEE(. ~ " 0 I ' J N 0 D THERMOPLASTIC TRAFFIC STRIPE ' w w ~ Det 10 (NI -Det 12 Det 32 Det 22 Det 29 INTER-Det 39 Det 39A Det 38 Det 40 D > Det 32 Det 27B w w SECTION ~ " > ~ SIGNALIZED INTERSECTION LIMITS APPROXIMATE STATJON LIMIT 4" BROKEN 4" BROKEN 4" BROKEN 4" 4" 6" 6" BROKEN 8" 4" BROKEN w ( 16-8) (36-12) 4" SOLID 4" SOLID SOLID 4" SOLID SOLID SOLID ( 8-4) SOLID ( 6-1) " 4 (36-12) YELLOW 0 WHITE YELLOW WHITE YELLOW WHITE WHITE WHITE WHITE WHITE MARKER YELLOW LF LF LF LF LF LF LF LF LF LF LF ' NEWPORT COAST Dr TO LOS TRANCOS/CRYSTAL COVE STA 10+45 TO 34+80 8140 9720 • 800 4170 958 I " z , r > LOS TRANCOS/CRYSTAL COVE TO CRYSTAL HEIGHTS Dr STA 35+60 " ~ I TO 69+30 11880 13520 800 6300 480 D > D z 0 CRYSTAL HEIGHTS Dr TO REEF POINT Dr STA 70+30 TO 93+00 7480 9080 800 3820 200 620 z ~ > ~ 0 > J ~ REEF POINT Dr TO SCHOOL-STATE PARK STA 94+00 TO 111+74 3778 7180 300 3098 200 450 ASTER St TO BROADWAY (ROUTE 133) STA 249+20 TO 258+30 1718 1 81 8 200 488 90 ,, ' BROADWAY (ROUTE 133) TO OCEAN Ave STA 259+30 TO 262+50 440 518 224 200 Oro w w ~D D <w w OCEAN Ave TO FOREST Ave STA 263+20 TO 265+35 230 440 200 66 Jz " Du u-u J~ w >w I FOREST Ave TO LAGUNA Ave STA 266+00 TO 267+75 150 354 uo u 200 ' LAGUNA Ave TO LEGION St STA 268+40 TO 275+40 1200 1404 200 108 LEGION St CLEO St STA 275+90 TO 284+85 1590 1574 432 200 69 oc 0 ~ > CLEO St TO THALIA St STA 285+50 TO 292+00 970 1168 200 121 oc " w " , D > THALIA St TO CRESS St STA 292+70 TO 307+00 1652 2350 800 82 60 ~ ~ J D > D z 0 CRESS St TO BLUEBIRD CANYON Dr STA 307+00 TO 319+90 1766 558 558 1202 920 600 230 0 ~ i= ~ u > z ~ BLUEBIRD CANYON Dr TO DIAMOND St STA 320+70 TO 333+30 1260 2192 828 D 800 " DIAMOND St TO NYES PLACE STA 333+90 TO 366+90 33DD 2750 2750 180 (*) 2456 1760 1000 1797 z NYES PLACE 1? MONTAGE RESORT Dr STA 367+80 TO 389+00 3940 1800 1800 4013 2300 200 620 0 ;:: ' ' < MONTAGE RESORT Dr TO WESLEY Dr STA 390+00 TO 399+00 1600 1690 1100 1480 200 400 300 >-= 0 .,_ w WESLEY Dr TO WEST St STA 400+00 TO 441+00 7600 2640 2640 8078 1840 5200 300 = 600 z 0 < z = >-c( WEST St TO 3RD Ave STA 442+00 TO 454+30 1960 2376 1150 175 400 600 ~ z 0 >-w 3RD Ave TO 7TH Ave STA 455+00 TO 466+30 2060 400 400 2218 1300 200 425 z I-w "' z >-7TH Ave TO VISTA DEL SOL STA 467+30 TO 499+00 5536 4324 4324 6125 516 400 375 = < c( .,_ :;: w ::;; = VISTA DEL SOL TO LAGUNA BEACH/DANA POINT CITY LIMIT STA 500+00 TO 513+50 2600 1800 1800 1321 300 100 158 --' <I II SUB TOTAL 31278 14272 14272 26001 23982 49691 9100 17388 800 9375 150 < j ~~ z = TOTAL 45550 123046 17388 800 9375 150 ~~ 0 ~ ' ::; w w < '.;: == u ( N) NOT A SEPARATE PAY ITEM, FOR INFORMATION_ONLY PAVEMENT DELINEATION QUANTITIES = ~ " "' 0 so w (*) EXISTING DETAIL 27B ON NB ROUTE 1 JUST NORTH OF NYES PLACE FROM STA 361+00 TO 364+50 SHALL BE PERMANENTLY REMOVED. ' ' >-t PDQ-1 'M < "0 >-' ' = 'N "O BORDER LAST REVISED Ll/11 /2008 I RELATJVE 80RDER SCALE 0 ' ) USERNAME => sl 3531 8 I cu 12601 I EA OJ7001 IS IN JNCHES ' ' ' DGN FILE -> c0j700nc001 .dgn Dis-t COUNTY I ROUTE I rJ'llLT PMJ6Jfcr l5HNEo~TI sWE1::\Ls 12 Ora I 1 I 4.6/9.6, I 26 46 12.2/14.1 \\ ,Y .. ,/1 12-16-08 ~"0 '~5510'v-i ~~(~' REG-HiTERED ClVIL¥ENGlNEER DATE ,_,'<-" LOANNA ";- X :, HUYNH ,_:_ 2-17-09 ~ No C52386 J ~ PLANS APPROVAL DATE \I"' 12-31-1 "' "'~"D---> TffF ~TATE OF CALIFORNIA OR /T5 UfF/ffRS :~C'VIL j I m OR 4CtNT5 SHALL NOT 6£ RFSPONSIBLE FOR ~4/ ,,,.,_ 0 TH£ ACCU/i'A{T OR (O,!IPL[IENESS OF SCANN£0 ~~-C~l 11-c'<' z ' ► m COPIES O> THIS PLAN SH££T. --= J I ::: J --PAVEMENT MARKER REMOVE REMOVE REMOVE 0 YELLOW > w THERMO-m v, (NON-THERMOPLASTIC PAVEMENT MARKING THERMO- 0 > (RETROREFLECTIVE) PLASTIC THERMO-PLASTIC w w REFLECTIVE) ~ ~ SIGNALIZED INTERSECTION LIMITS PLASTIC ;; APPROXIMATE STATION LIMIT PAVEMENT TRAFFIC w :" CROSSWALK, DIAGONAL, PARKING TRAFFIC ~ < TYPE A TYPED TYPE G (BLUE) ARROW WORD MARKING STRIPE 0 LIMIT LINE CHEVRON STALL STRIPE EA EA EA EA SOFT SOFT SOFT SOFT SOFT SOFT LF LF X NEWPORT COAST Dr TO LOS TRANCOS/CRYSTAL COVE STA 10+45 TO 34+80 405 226 486 84 68 638 9720 11006 I = z , ► « LOS TRANCOS/CRYSTAL COVE TO CRYSTAL HEIGHTS Dr STA 35+60 TO 69+30 563 284 2 360 500 860 13520 14180 J ~ I 0 « J STA 70+30 TO 93+00 z 0 CRYSTAL HEIGHTS Dr TO REEF POINT Dr 378 z m 198 360 426 390 38 1214 9080 9740 « m 0 « J " REEF POINT Dr TO SCHOOL-STATE PARK STA 94+00 TO 111+74 299 103 444 643 1087 7180 6892 ASTER St TO BROADWAY (ROUTE 133) STA 249+20 TO 258+30 215 152 64 3 60 298 102 17. 8 408 1818 976 '► BROADWAY (ROUTE 133) TO OCEAN Ave STA 259+30 TO 262+50 55 53 17 298 7.9 298 742 □m > w m >o 0 256 440 132 «w OCEAN Ave TO FOREST Ave STA 263+20 TO 265+35 29 37 16 1 30 7.9 286 Uz ~ JU u u-J~ w «w I FOREST Ave TO LAGUNA Ave STA 266+00 TO 267+75 19 30 11 13. 9 354 uo u X LAGUNA Ave TO LEGION St STA 268+40 TO 275+40 150 117 38 2 30 309 23.8 339 1404 216 LEGION St CLEO St STA 275+90 TO 284+85 199 149 44 1 30 250 41 .6 280 2006 138 ~ 0 ~ CLEO St TO THALIA St STA 285+50 TO 292+00 121 97 33 2 60 362 13. 9 422 1168 242 > ~ ~ w ~ , J « THALIA St TO CRESS St STA 292+70 TO 307+00 207 196 m ~ 70 4 45 1467 176 71. 3 1600 2350 164 J 0 « J CRESS St TO BLUEBIRD CANYON Dr 173 4 1007 61 .4 1143 2820 460 z 0 STA 307+00 TO 319+90 221 70 60 151 0 m ;: m u « z " BLUEBIRD CANYON Or TO DIAMOND St STA 320+70 TO 333+30 173 1 83 95 2 195 645 214 75. 2 947 2192 1656 J ~ DIAMOND St TO NYES PLACE STA 333+90 TO 366+90 648 450 223 5 255 771 252 23.8 1152 7654 3594 NYES PLACE TO MONTAGE RESORT Dr STA 367+80 TO 389+00 493 z 304 116 5 408 382 342 17 .8 961 4550 1240 0 X ;:: MONTAGE RESORT Dr TO WESLEY Dr STA 390+00 TO 399+00 200 153 54 75 488 126 14.9 626 2580 600 < >-= 0 10340 1200 0.. w WESLEY Dr TO WEST St STA 400+00 TO 441+00 950 535 195 6 225 320 32 236 13.: 695 V> z (.) < = z WEST St TO 3RD Ave STA 442+00 TO 454+30 245 103 82 90 604 738 1325 1200 >-< 3 88 ~ 0 z >-w 3RD Ave TO 7TH Ave STA 455+00 TO 466+30 258 133 69 2 75 328 340 573 1800 850 z I-m w 0 '"' z 692 214 5921 750 f: >-7TH Ave TO VISTA DEL SOL STA 467+30 TO 499+00 313 147 3 75 362 47D = -~ ~ < < 0.. w :E VISTA DEL· SOL TO LAGUNA BEACH/DANA POINT CITY LIMIT STA 500+00 TO 513+50 325 138 65 2 30 636 164 148 904 2550 316 0 m" -·- ' --SUB TOTAL 5200 4961 2220 47 3393 10288 654 2575 404 1 5641 91514 55552 II II < 0 0 I w w z ~ ~ = TOTAL 5200 7228 17314 15641 91514 5S552 '3'3 0 ~ "" X '.J w w < ~= u PAVEMENT DELINEATION QUANTITIES □-~ -" ro 0 20 w C ' PDQ-2 " " >-It "0 < >--' V> ~N - BORDER LAST REVISED ~/11/2008 I RELATIVE BORDER SCALE g ' ~ I USERNAME =)S135318 cu 12601 I EA OJ7001 IS IN INCHES ' ' ' , DGN FILE = > cO j 700nc002 dgn Dist COUNTY I ROUTE I TcfFlLT pMJ6JfcT ISHNEo~TI sWEl\Ls ABBREV I AT IONS: 12 Ora I 1 I 4.6/9.6, 12.2/14.1 I 21 I 46 CLB: CITY OF LAGUNA BEACH \\ 'j!j 02-03-0~>,,oem,% a~,: SCE: SOUTHERN CALI FORNI A EDISON RECH-5TERED CIVILvENGINEER 0~ / LOANNA <".,_ " SCG: SOUTHERN CALIFORNIA GAS II:,, HUYNH ":'.. 2-17-09 ~ N~ C52386 I~ CT : CAL TRANS PLANS APPROVAL DATE \I' > ,;,: 'A,12-31-1 * '- m LBCWD : LAGUNA BEACH COUNTY WATER DISTRICT THE >TATE 0"" C4LIFO/i'N/4 OR /1:, OFFICERS ,~ I 0 c;-i/5~J{tg4~~ ~g{ipffrJfts~v~tfcJ;!o ~:::_ o;· CALl~,'c z ' SCWD : SOUTH COAST WATER DISTRICT ~ m COPIES OF TH/5 PL/IN SHEET. -::, N I ' GTE : GENERAL TELEPHONE COMPANY J 0 UTILITY QUANTITIES D , w m ,, D > ADJUST WATER ADJUST SEWER (NI ADJUST w w "' ~ ADJUST GAS OBSERVATION ANO > w ADJUST MANHOLE TO GRADE VALVE COVER CLEANOUT w ~ TO GRADE TO GRADE VALVE TO GRADE MONITORING WELL ~ 4 D TO GRADE SIGNALIZED INTERSECTION LIMITS APPROXIMATE STATION LIMIT GTE (NI(*) SCE (NI(*) (*) CT (DRAIN) CLB (SEWER) LBCWD (WATER) LBCWD SCWD SCG CT ' EA EA EA EA EA EA EA EA EA I > z , > < TO BROADWAY (ROUTE 133) STA 249+.1 0 TO 258+30 ::, ~ ASTER St 3 3 I □ < ::, z 0 BROADWAY (ROUTE 133) TO OCEAN z m < m Ave STA 258+30 TO 262+50 1 s < " OCEAN Ave TO FOREST Ave STA 262+50 TO 265+35 1 3 FOREST Ave TO LAGUNA Ave STA 265+35 TO 267+75 1 1 . '> '" :;:m LAGUNA Ave TO LEGION St STA 267+75 TO 275+40 2 3 ~□ 1 4w D w Jz > :00 u u-LEGION St CLEO St STA 275+40 TO 284+85 4 J~ w 2 4W I uo u " CLEO St TO THALIA St STA 284+85 TO 292+00 3 THALIA St TO CRESS St STA 292+00 TO oc 307+00 1 1 9 0 ~ ;: CRESS St TO BLUEBIRD CANYON Dr STA 307+00 TO 319+90 2 10 oc > w ~ , ::, < m ~ BLUEBIRD CANYON Dr TO DIAMOND St STA 319+90 TO 333+30 14 4 J □ < ::, z 0 0 m DIAMOND St TO NYES PLACE STA 333+30 TO 366+90 1 6 1 1 29 ;: ~ u < z " ::, ~ NYES PLACE TO MONTAGE RESORT Dr STA 366+90 TO 389+00 3 6 3 6 MONTAGE RESORT Dr TO WESLEY Dr STA 389+00 TO 399+00 1 1 z 0 ' ;:: WESLEY Dr TO WEST St STA 399+00 TO 441+00 8 3 29 ... -"' 0 WEST St TO 3RD Ave STA 441+00 TO 454+30 6 c.. w V, z (.) ... z "' 3RD Ave TO 7TH Ave STA 454+30 TO 466+00 -<I: ~ 0 z -w 7TH Ave TO VISTA DEL SOL STA 466+00 TO 499+00 1 9 z I-~ '"' z -"' -VISTA DEL SOL TO LAGUNA BEACH/DANA POINT CITY LIMIT STA 499+00 TO 513+50 ... <I: ~ c.. ~ :E ~ C, ~ SUB TOTAL 9 29 2 4 2 76 48 9 4 -' --ti " ... 2 0 0 I TOTAL 40 4 76 48 9 4 w w z ~ ~ ~ ~ "' 33 0 ~ ~~ ' ::; (NI NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY w w ... ~= ~ 0~ ~ (*I ADJUST BY OTHERS SUMMARY OF QUANTITIES " "" 0 80 = ' ' -;fl ,~ ... Q-1 "0 -e 0 V, 'N "□ LAST R£VJS£D ~/11/2008 I RELATIVE BORDER SCALE 0 ' ' I USER NAME => s135318 I cu 12601 I EA OJ7001 BORDER IS II~ INCHES ' ' ' ' ' ' DGN FJLE > cO j 700po001 . dgn m D w ~ 00 0 ' 00 ' D w v, SIGNALIZED INTERSECTION LIMITS NEWPORT COAST Dr TO LOS TRANCOS/CRYSTAL COVE LOS TRANCOS/CRYSTAL COVE TO CRYSTAL HEIGHTS Dr CRYSTAL HEIGHTS Dr TO REEF POINT Dr REEF POINT Dr TO SCHOOL-STATE PARK ASTER St TO BROADWAY (ROUTE 133) BROADWAY (ROUTE 133) TO OCEAN Ave OCEAN Ave TO FOREST Ave FOREST Ave TO LAGUNA Ave LAGUNA Ave TO LEGION St LEGION St CLEO St CLEO St TO THALIA St THALIA St TO CRESS St CRESS St TO BLUEBIRD CANYON Dr BLUEBIRD CANYON Dr TO DIAMOND St DIAMOND St TO NYES PLACE NYES PLACE TO MONTAGE RESORT Dr MONTAGE RESORT Dr TO WESLEY Dr WESLEY Dr TO WEST St WEST St TO 3RD Ave 3RD Ave TO 7TH Ave 7TH Ave TO VISTA DEL SOL VISTA DEL SOL TO LAGUNA BEACH/DANA POINT CITY LIMIT TOTAL BORDER LAST REVISED 'l/I112008 I \\ .J,,/',,,,l -12-16-08 ,"~'~ REo-v.:.TERED CIVlL ENGINEER DATE [:c..."~' "'-i-~-' I "-HUYNH ~ 2-17-09 ~~:~v C52386 ~\\ PLANS APPROVAL DATE I'"-0 12-31-1 :co)} ~ ~'P·---• '~ THE STATE OF C4l/FOI/N/4 Oh· /T.5 OFFIC£RS J', CIV[L _ Oi? ACENTS SHAU NOT 8£ R£5PONS/Bl£ FOR ~ ,,,_ 0c-'-1 THE 4CCUl/4Cr 0/? COMPLETENESS OF SC4NNED ',/'_~/2 COP/ES or THIS PLAN SH££F. -=- AVERAGE AVERAGE RUBBERIZED TEMPORARY REMOVE MINOR OBJECT APPLREONXGITMHATE WIDTH WIDTH COLD PLANE HOT MIX ASPHALT TACK COAT SLURRY SEAL DRAINAGE GUTTER CO(NC_RETE MARKER AC PAVEMENT INLET DRAIN Misc ( } APPROXIMATE ST A TION LIMIT >------+-I_S_L_U_RR_Y_S_E_A_L_) +(_c_o_L_D_P_L_A_N_E_) +-------+--( G_A_P_GR_A_D_E_D_)--j-----+-------j'--P"-RO::_Tc,Ec,Cc.:T.:_IO::cN+---+-C"'o"'n"s'-'t-'-) +-TY_P_E_K_-_1-j STA 10+45 TO 34+80 STA 34+80 TO 69+30 STA 69+30 TO 93+00 STA 93+00 TO 111+74 STA 249+10 TO 258+30 STA 258+30 TO 262+50 STA 262+50 TO 265+35 STA 265+35 TO 267+75 STA 267+75 TO 275+40 STA 275+40 TO 284+85 STA 284+85 TO 292+00 STA 292+00 TO 307+00 STA 307+00 TO 319+90 STA 319+90 TO 333+30 STA 333+30 TO 366+90 STA 366+90 TO 389+00 STA 389+00 TO 399+00 STA 399+00 TO 441+00 STA 441+00 TO 454+30 STA 454+30 TO 466+00 STA 466+00 TO 499+00 STA 499+00 TO 513+00 FT FT 2435 114 3450 102 2370 102 1874 102 920 56 420 56 285 56 240 56 765 56 945 56 715 56 1500 56 1·290 68 1340 68 3360 68 2210 74 1000 74 4200 74 1330 74 1170 74 3300 74 1450 80 RELATlVE BORDER SCALE lS IN INCHES FT SOYD TON TON TON EA CY CY EA 12.0-24.0 1467 99 0.4 24.0-44.0 24511 1655 6.8 12.0 400 27 0.1 31. 7 3240 219 0.9 35.8 1670 11 3 0.5 40.2 1272 86 0.4 41.0 1092 74 0.3 35.3 3000 203 0.8 33.3 3500 236 1.0 31. 7 3908 170 0. 7 33.0 6888 371 1 .5 34.2 4900 331 1.4 41.5 7567 447 1. 7 34.1 15507 978 3.5 40.0 9822 663 2.7 20.0 2222 150 0.6 20.0 15111 1020 4.2 20.0 2111 143 0.6 20.0 5000 338 1.4 11 3188 7323 29.5 USERNAME = > TrT i chf DGJ~ FI LE -> cO j 700po002 dgn 386 5 489 8 336 8 265 5 72 33 2 22 19 60 74 S6 117 2 122 2 98 2 336 9 237 3 103 432 7 137 3 120 2 339 4 161 4011 67 SUMMARY cu 12601 11.2 20.0 31.2 OF 11 .2 20.0 2 2 31.2 4 QUANTITIES Q-2 I EA OJ7001 Dist COUNTY I ROUTE I TJ'r°lLT pMJ'5JfcT lsi~~TI sWZlrLs 12 Ora I 1 I 4.6/9.6, I 29 I 46 12.2/14.1 \\ p_j).,,I 12-16-08 ~\\Of"~SS/o-'v -;~•, REeH-J:,TERED CIVJL.ENGINEER DATE ,;" LOANNA <"-;. ' BACKGROUND LEGEND GRAFFITI FURNISH :;; HUYNH ".'.. 0 ? 17-"'" ~:~c C52386 J~ w FILM z PANEL SIGN REMOVE ROADSIDE INSTALL ROADSIDE u SINGLE SHEET PLANS APPROVAL DATE ~~ .12-31-1 ~ SIGN 0 "" w {I xp. ___ • ;: SIGN SIZE AREA SIGN PANEL SIGN PANEL ~ '-' > '-' 0 ALUMINUM SIGN THE 5T4![ OF CALil'"ORNIA OR ITS OFFJCE!r5 ~s CIVIL ;/ ro " z"' "' SIGN LOCATION I u "' ,-"" Oii' ACEk.'5 SHriU ,<pr BE RESPONSIBLE FOP. <'..i~ ,,~~ 0 No. w 0 >---o z ' w (NI ON EXISTING POST J >--0 "'u >--J 0 ;~~rJf'!:/AfJj~/ft5",,,fo£/[1Es5 or SCANNEO ,,:__~/2 ► ro "' CODE '-' w J >--w Wo z {0.063"-UNFRAMED) ~ 0 I ' 0 z w u WJ ',!u "" -I "'~ >-- J -INCH X ]NCH SOFT EA EA V, V, w V, "' SOFT "' 0 0 W1 2-1 24 X 24 4.00 1 X YELLOW II I BLACK X 4.00 ;; w NB 1 AT NEWPORT COAST Dr NOTE: 0 TYPE N 18 X 18 2.25 1 X YELLOW III BLACK X 2.25 0 > w ~ 0 NEW ROADSIDE SIGN PANELS SHALL REPLACE EXISTING "" NB W11-2 24 X 24 4.00 1 1 X YELLOW II BLACK X 4.00 AT NEWPORT COAST Dr > w w c ROADSIDE SIGN PANELS AT THE SAME LOCATIONS. ~ < 0 0 NB R2-1(55) 36 X 48 12.00 1 X WHITE II BLACK X 12.00 JUST NORTH OF LOS TRANCOS 1 0 NB WS-5 24 X 24 4.00 1 1 X YELLOW II BLACK X 4.00 NORTH OF CRYSTAL HEIGHTS Dr " 0 I = NB R2-1(55) 36 X 48 12.00 1 1 X WHITE II BLACK X 12.00 NORTH OF CRYSTAL HEIGHTS Dr z ~ ► "" ~ >--0 I 0 NB R2-1 (55) 36 X 48 12.00 1 1 X WHITE II BLACK X 12.00 JUST NORTH OF REEF POINT Dr "" ~ z 0 z V, 0 "" V, NB R2-1(55) 36 X 48 12.00 1 1 X WHITE II BLACK X 12.00 JUST NORTH OF SCHOOL-STATE PARK '3 "" " 0 SB R2-1(55) 36 X 48 12.00 1 1 X WHITE II BLACK X 12.00 JUST SOUTH OF NEWPORT COAST Dr 0 SB R2-1(55) 36 X 48 12.00 1 1 X WHITE II BLACK X 12.00 SOUTH OF NEWPORT COAST Dr ,, > ~ru w G R2-1(55) ,-o 0 SB 36 X 48 12.00 1 1 X WHITE II BLACK X 12.00 SOUTH OF NEWPORT COAST Dr <w w Uz ~ =, l.'.) G u-u UV> w SB R2-1(55) 36 X 48 12.00 1 1 X WHITE II BLACK X 12.00 JUST SOUTH OF CRYSTAL HEIGHTS Dr <w I ,_,o u ' @ SB R2-1(55) 36 X 48 12.00 1 1 X WHITE II BLACK X 12.00 JUST SOUTH OF REEF POINT Dr @ W2-2(L) 24 X 24 4.00 1 1 X YELLOW III BLACK X 4.00 SOUTH OF REEF POINT Dr SB 1.33 X 1.33 ~ S4-3 24 X 8 1 YELLOW III BLACK X 0 ~ G ;: NB G28-2{133) 25 X 24 4.85 1 1 X GREEN II WHITE X 4.85 JUST SOUTH OF BROADWAY ~ w = ~ ~ @ W1-1 (L) 24 X 24 4.00 1 X YELLOW III BLACK X 4.00 C, ~ NB 1 AT FOREST Ave V, >-- J 0 W13-1(25) 18 X 18 2.25 1 X YELLOW III BLACK X 2.25 "" C, G RED/ z 0 NB W3-3 30 X 30 6.25 1 X YELLOW III X 6.25 AT SAINT ANNS Dr ~ V, 1 >--V, GREEN u "" z " G C, NB R2-1(30) 24 X 3D 5.00 1 1 X WHITE II BLACK X 5.00 JUST NORTH OF CRESS St ~ G NB R2-1 (35) 24 X 30 5.00 1 1 X WHITE II BLACK X 5.00 JUST NORTH OF DIAMOND St z G NB W3-3 30 X 30 6.25 1 1 X YELLOW III RED/ X 6.25 JUST SOUTH OF RUBY St 0 ;::: GREEN ' < 0 .... NB R2-1 (40) 24 X 30 5.00 1 1 X WHITE II BLACK X 5.00 JUST SOUTH OF CARDINAL WAY = 0 ~ w V, 0 z u SB R2-1(35) 24 X 30 5.00 1 1 X II BLACK X 5.00 JUST NORTH OF ASTER St < z WHITE = .... ~ ci: § G28-2( 133) 25 X 28 4.85 1 X GREEN II WHITE X 4.85 0 z SB 1 JUST NORTH OF BROADWAY .... w G33-1 (CA) 24 X 6 1.00 1 X GREEN II WHITE X 1.00 z I-@) G28-2(1 I 25 X 24 4.17 1 X GREEN II WHITE X 4.17 w 1 ,. z SB M3-3 JUST SOUTH OF BROADWAY .... 21 X 9 1.32 1 X GREEN II WHITE X 1 .32 = < ci: @ N ~ SB R2-1(30) 24 X 30 5.00 1 X WHITE II X 5.00 JUST SOUTH OF CRESS St w :;; 1 BLACK ~ = ~ -@ ' SB R2-1 (35) 24 X 30 5.00 1 1 X WHITE II BLACK X 5.00 SOUTH OF CALLIOPE St " " < 0 0 z I @ SB R3-1 24 X 24 4.00 1 X WHITE II RED/ X 4.00 AT WEST St = 1 ~~ 0 BLACK ~ ' ::; TOTAL 31 26 196.52 w w < ':, ~ u 0--'=-~ SIGN QUANTITIES 00 0 0 w {N) NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY. ' .... • SQ-1 ~ < 0 .... ' V, N - BORDER LAST REVISED '1 /11 12008 RELATIVE BORDER SCALE ' ' ' I USERNAME =>-i-rrichf cu 12601 I EA OJ7001 IS IN INCHES ' ' ' ' DGrJ FILE > c0j700oc001 .dgn " " " " ~ z 0 0 "' ~ < ~ ~ w z < > " Om w ~o <\w Uz Du u-u~ <w 00 "' 0 ~ > "' w rr 0 ~ ~ < z " ~ u z 0 ~ = 2 r = r = 0 ~ = = = = r ~ 0 r = w =-r = = ~ w 0 = z = 0 ~ ~ = ~ ~ 0 w r = r = 0 w "' > w rr '" < '" I rJ;;="' ='------=:::::::::===----- ROUTE 1 2 !, - ROUTE 1 9 ~- 7 8 u':/\r Approx 405' TO LIMIT ,~: ·\7 _,..,-,-'( '' :,~ fil LAST REVISED 4111/2008 Approx 405' TO LIMIT LINE 3 L Cl Ul .... :,: <!) w :,: ...J .. f-Ul >-a: u 4 Approx 70 1 w I . .I 405' ROUTE 4 35 6 L :-! \) TO LIMIT LINE ~ -'O ROUTE 1 9 2 2 ~ Approx 405' TO LIMIT LINE ;;:i ----+!'-=~~ --, ~,,- NOTES: (FOR SHEET E-1 TO E-6) 1. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EXISTING LOOPS PRIOR TO CUTTING NEW LOOPS AND REUSE EXISTING CONDUIT STUB OUT. 2. ~EXISTING LOOPS WHERE NEW LOOPS ARE CUT . 3. ALL NEW LOOPS SHALL BE INSTALLED AFTER FINAL PAVEMENT DELINEATION AND SHALL BE CUT 1' BEFORE LIMIT LINE. 0 EXISTING MODEL 170 CONTROLLER ASSEMBLY WITH MODEL 332 CABINET. [Ij EXISTING 120/240 V SERVICE EQUIPMENT ENCLOSURE. [II SPLICE NEW LOOP WIRES TO EXISTING DLC. THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE IS IN lNCHES USERNAME ,e)trrichf OGN FILE => coj7ooua001 .dgn 3 6 L Cl f-z 0 (l_ u.. w w a: 7 Dist COUNTY ROUTE 12 .Jro POST MILES TOTAL PROJECT 4.6/9.6, 12.2/14.1 ~ 'U,,,, ~ 12-16- REGJSTEREO ELECTRiillEN£ER DATE 2-17-09 PLANS APPROVAL DATE THE STATE OF CAUFORN/4 OR ITS OFFICERS 0.o' ACENTS SHAU NOT B£ RESPONS/8{.f' F{ln~ THE ACCURACr OR CO.W'LETEN[SS or $CANN£[' COPIES OF THIS P1.,W SHETT. Approx 405' TO LIMIT LINE 8 9 fil ill / 1J,· / :·( 3 / )--'f--------1 ,-. r,;--- Approx 405' TO LIMIT LINE 4 95 6 8 INDUCTIVE LOOP DETECTOR NO SCALE cu 12390 EA OJ7001 40 E-1 "' 0 ' N ' N 0 > w w ~ 0 > w w ~ ~ > :" w ~ 4 0 ' QC 4 0 z QC 0 r 0 4 "' r r ~ 4 " ~ 4 ~ "' w r z 4 4 r > ~ '> > Om m w ro 0 4w Jz e:! Do u □-J~ w 4W r uo u ' "' 0 ~ QC > 4 "' w QC ~ r 0 4 ~ r J ~ 4 " z 4 0 "' ;:: r u 4 z r 0 ~ ~ = 2 z r CJ = r = u, 0 ~ w = = Q = = r ... ~ < 0 r u = w a: "' r I-= = u ~ w w = ... w = I z = 0 ~ :J = ~ ~ 0 w r di = r = BORDER ~ "--- LAST REVISED '1/1112008 ( ROUTE 1 8 9 Approx 405' TO LlMIT LINE + VJ "' w I- VJ <( SCHOOL-STATE PARK 11 0 f!:! l ;:,... if Q i ___ fl \f 2 /-' , [TI FOR NOTES SEE SHEET E-1 THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES USEANAME => trrnnguye DGN FILE => cOj 700uo002 ogn INDUCTIVE Disi" COUNTY 12 Oro ROUTE POST MILES TOTAL PROJECT 4.6/9.6, 12.2/14.1 ~E~l~~~-A~~-~,._,:;<.. 2-17-09 ~ -===-1 PLANS APPROVAL DATE LOOP DETECTOR NO SCALE E-2 cu 12390 EA 0J7001 "' 0 ' n 0 ' N X X 0 w ~ ~ z 0 0 :0 4 ~ ~ w z 4 > '> Om w ~a >w Uz Zu '>-u~ SW uo rr 0 ~ > rr w rr 0 ~ u 4 z 0 ;: u z 0 rr z 0 ;:: = r = 0 ~ ~ z = = r ~ 0 r z w "' r = = ~ w 0 :", z = 0 ~ ~ = u ~ 0 w r = r ~ > w rr w ~ > 0 " 4 " rr 4 rr ~ " 4 rr rr 4 rr ~ > ru 0 w " u w rr u " :'! rr rr 4 rr ~ " 4 rr rr 4 rr ~ z Cl u, w Q ... < (.) IC I- (.) w ... w I It BORDER ROUTE 1 275 J LAST REVISED 4/11/2008 Q) > « >-v, w a:: 0 LL +-v, z 8 "' w ...J 6 ROUTE 1 Q) > « « z :::, "' « ...J ~Approx ; -: 165' TO i_""fMit Li"NE 8 Approx 160' TO LIMIT +-v, 0 w 9 Dist COUNTY ROUTE 12 Ora POST MILES TOTAL PROJECT 4.6/9.6, 12.2/14.1 ~ 1J..v ~ 12-16 REGISTERED ELECTRllliENffR DATE 2-17-09 PLANS APPROVAL DATE TH{ STATE OF CAUFORN/,1 OR iTS OFF/l'ERS OR ACENTS 51/ALL NOT 6{ RESPrJ/'iS/BlF FO~~ THE ACCUR4Cf OR ('~tPLETEN{S5 OF SCANNE"O COPIES OF THIS PlAlv )f-/££1. 270 Approx 200' TO LIMIT LINE -,;;:;,;,:2=========:'.c=--d~l.::::_ ... 'j£J,·h:g~~/)3]:::;-4;,;;;;,-TO,li,Ti',,d'/ RquTE 1 cox 200, ro LIM n LI NE~ 7 8 ~ ~prox 1 90' rd'-LIM JT I 0 FOR NOTES SEE SHEET E-1 THIS PLAN rs ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE lS !N INCHES USERNAME =) tnnriguye OGN FILE co) c0i700uo003.dgn 6 7 INDUCTIVE LOOP DETECTOR NO SCALE cu 12390 EA OJ7001 E-3 ' ;;: 4 D z ;;: 0 I =, 4 "' I ~ ~ 4 "' ~ 4 ~ "' w I z 4 4 I > ~ ,, ~ Om w m ~D 0 4w ~z w Do ~ u-u ~~ w 4W c uo " "' 0 ~ ;;: > "' 4 w ;;: ~ I 0 4 ~ I ~ ~ 4 "' z 4 0 "' ;: I u 4 z I 0 ~ ~ = ,2 z ' -CJ = -= 1/) 0 ~ w ~ = Q = = -..J ~ < 0 -u = ~ ,:r: "' -I-= = u ~ ~ w = ..J w ::, I = = 0 ~ ~ = ~ ~ 0 ~ -t = -~ BORDER LAST REVISED L1 /11 /2008 ROUTE 2 1 Approx 190' TO LIMIT LIN + V) <( __, <( :,: >- /::, L Cl z 0 >-z <( u Cl a: -m 0 I 190' TO LIMIT 3 4 295 C\ )I~ l_; )" ~~':: -~] ~l ,~~~--, UNE~ ROUTE 1 2 Rourf: 1 ROUTE 1 2 + "' "' "' w n:: u + V) Cl z 0 ~ -Cl ~~pprox 190' TO LIMIT 320 Approx 200' TO LIMIT [fil [I]' / FOR NOTES SEE SHEET E-1 THIS PLAN IS ACCURATE FOR ELECTRJCAL WORK ONLY. RELATJVE BORDER SCALE IS IN INCHES USERNAME => tnnnguye DGN FILE => coj 700uoOO~ .dgn Dis"t COUNTY ROUTE 12 Ora POST MILES TOTAL PROJECT 4.6/9.6, 12.2/14.1 ~'U,,.,,~12-1,-0 REGISTERED ELECTRiillENffR DATE _, 2-17-09 g PLANS APPROVAL DATE • THE STATE OF C4LIFORNU OR /15 i'fT/CFR> LW A&YNTC: SHAU NOT Be-RE5Pc'l\'5IBLE FOR THE ACCUR4CY Oh' fWIPU /[Nf."55 OF SCANNED COPIES OF THIS Pi4N 5HfF/". ""-, __ ~,~ fa] I Approx 2001 TO LIMIT 8 9 0 Approx 19_5_' T_O LIM_IT _L_INE ~ 4 335 "ru INDUCTIVE LOOP DETECTOR NO SCALE E-4 cu 12390 EA 0J7001 X ;;: " 4 z ;;: 0 I ~ 4 "' I ~ 0 4 " 0 4 0 "' w I z 4 4 I > 0 '► in Om w ~o c, •w Uz w ~u " u-u U0 w ow I uo u X "' 0 ~ ;;: > "' 4 w ;;: ~ I ~ 4 0 I u 0 4 " z 4 0 "' ;:: I u 4 z I ~ 0 ~ ROUTE 1 z 0 z X ;::-CJ « 7 8 r cc u, 0 ~ w = z Q « Approx 280' TO LIMIT LINE cc r ..I ~ ct 0 r () z ~ a: "' r I-cc « () ~ ~ w = ..I w :,'! I z cc 0 ~ X :J « ~ ~ 0 ~ r di « r = BORDER LAST REVfSED 4/11/2008 L 0 >-w -' Vl w ~ ROUTE 1 6 ii: L,J 6 5 ! Approx 275' TO LIMIT LINE . 8 2 A[2pr□ x 260' . _, 6 FOR NOTES SEE SHEET E-1 THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. RELATIVE BORDER SCALE IS IN INCHES 0 8 --~tpp,~_x I 208' TO LIMIT ---------- w ROUTE 1 - 9 4 467 - TO LIMIT LINE ~;;"", _, USERNAME => trT i chf OGN FILE:) cOj700uo005.dgn L 0 "-"-::, -' co 1 ' + Vl 1-- Vl w ~ ... L 0 l-o:: 0 Vl w 0:: 2 Dist COUNTY ROUTE 12 Ora POST MILES TOTAL PROJECT 4.6/9.6, 12.2/14.1 ~U,,.,~12-16- REGISTERED ELECTR1CALENEER OATE 2-17-09 PLANS APPROVAL DATE 1/iE S11!,fE OF CAL'F(l/?N/A Of? ITS OFFIC£RS OR ACE\ITS SHAU AO/ 6t R£rpa,v~IB' L FOR lH~-ACCl/RACr CW COMPL£TEN£55 OF SC4NN£D COP/£', OF TH/', Pl/IN SH[[T. Approx 285' TO LIMIT LINE 4 INDUCTIVE LOOP DETECTOR NO SCALE cu 12390 EA 0J7001 E-5 X 00 20 ' ~ 0 ' N ' " ' ' 0 z 0 ~ rr ~ • m m w z • > ' -:coo ~o NW Jz Z0 u-J~ <w >co rr 0 m > rr w • ~ m J • z s ~ u z ~ ~ = 0 ;= 4 r = 0 ~ = = 4 = r ~ 0 r = ~ "' r = 4 ~ ~ = 4 z = 0 ec ~ 4 ~ ~ 0 ~ r 4 r = 0 w "' ;: • ;: I • I m " • rr I • I m A 00 0 w ~ u w I u ;: :'! rr I • I m " • rr I • I m z CJ u, w Q ... < 0 a: I- 0 w ... w I • BORDER ~Approx 21 0' TO ,, LAST REVISED 4/1112008 C\, ~ /;~; ~~:•, 3 LIMIT LINE J'' L L 0 0 UJ LL > LL 0 -_J u u <( <( UJ UJ C/) C/) Q) > <( 0 "" "' r [§] \,, Approx 235' TO LIMIT LINE~ 6 6 7 A[)"prox 350' TO LIMIT LINE 6 FOR NOTES SEE SHEET E-1 THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. RELAT!VE BORDER SCALE IS IN INCHES 0 8 USERNAME =)trrichf Q) > <( :r ,_ r-- ...J 0 C/) _J UJ 0 <( ,_ C/) -> DGN FILE;) cOj?OOua006.dgn INDUCTIVE Ois-t COUNTY ROUTE 12 Ora POST MILES TOTAL PROJECT 4.6/9.6, 12.2/14.1 ~u,,.,~,,12-16 REGISTERED ELECTRICAl~R DATE 2-17-09 PLANS A"P~P~Ro~v-.-,~o~A~T~E-----11 Approx 380' TO LIMIT LINE 2 3 LOOP DETECTOR NO SCALE cu 12390 EA 0J7001 4 . 0 2 0 wN wO •" AA " " Cc Ww -~ -~ cc "" •• ww e" ·-Ce 00 0 ' M E-6 0 ' N X X 0 " w m 0 0 > w w c, ~ > :" w ~ 4 0 ;;: 4 C z ;;: 3 I 4 ~ I r m 4 " m 4 m ~ w I z 4 4 I > m ,, " □ru w m ro 0 "w w Jz X De u-u J0 w SW I uo u ~ 0 m ;;: ;: ~ 4 w ;;: ~ I 0 4 m I J m < " z < 0 oc ;: I u < z I C, m ~ z 0 z ,= c:, """ r "' U) 0 ~ Ill = z Q """ "' r .J ~ < 0 r () z w IC "' r I-"' """ () ~ Ill w = .J Ill """ I z "' 0 ~ ~ """ ~ ~ 0 w r """ r + V, "" .. 0 ROUTE 1 300 , / /~ , ~ r '" STAINLESS STEEL SOCKET HEAD CAP SCREWS (Tamper Resistant) WINDOW ROADWAY MATERIAL ~?'.BROOKS St lN-ROADWAY WARNING LlGHTS 1" BELOW FINISHED GRADE OF PAVEMENT SAWCUT WIRING TRENCH WITH WIRE AND SEALANT {PART# LGS-BONDO TWO PART EPOXY OR EQUIVALENT) DETAIL A IN-ROADWAY WARNING LIGHTS u 0: z .. f--z ::, 0 "" (( ROUTE 1 I - LEGEND: -2 GJ + V, ...J 0: .. w a.. DisT COUNTY ROUTE 12 Ora POST MILES TOTAL PROJECT 4.6/9.6, 12.2/14.1 ~ 'U...v ~ 1 2-16- REGISTERED ELECTR1CAl£N£ER DATE 2-1 7-09 PLANS APPROVAL DATE THE STATE OF CALIFORNIA ,.WITS 1,YF/CERS {'R ACENTS SHALL N,H 6£ R['SNW5/6L£ FO/? THE ACCURACY OR CO,IIPL[f£NESS (!/:" SCANN[C COPIES OF THIS PLAN SHEFl. ROUTE 1 7 r • INSTALL IN-ROADWAY WARNING LIGHTS. SEE DETAIL A. NOTES: OJ EXISTING IN-ROADWAY WARNING LIGHTS CONTROLLER CABINET. (I] EXISTING 120/240 V METERED SERVICE EQUIPMENT ENCLOSURE. 3. §g EXISTING IN ROADWAY WARNING LIGHTS. SPECIFICATIONS: (FOR DETAIL A) BASEPLATE SIZE: 1 o½" x 11/a" COLOR: BLACK ANODIZED FINISH LIGHTS: MATERIAL: MOUNTING VOLTAGE: AMBER LED SIGNAL HEAD (PART# LGS-8B-C-3 OR EQUIVALENT) BASEPLATE -HIGH STRENGTH FIBERGLASS REINFORCED COMPOSITE (PART# LGS-SD10-C OR COMPATIBLE TO EXISTING CONTROLLER) WINDOW -ABRASION RESISTANT ACRYLIC/ POLYCARBONATE OR EQUIVALENT SET INTO ROADWAY WITH EPOXY (PART# LGS-BONDO OR EQUJVALENT) 12.5 V (de) (NOT TO EXCEED 15 V) IN-ROADWAY WARNING LIGHTS NO SCALE = • THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY. BORDER LAST REV!SED 4/11/2008 RELATJVE BORDER "aLE IS [N INCHE" USERNAME =)tr-richf DGN FILE:) c;Oj700ua007.dgn cu 12390 EA UJ7001 E-7 N 0 n "' 0 ' ~ 0 ' N s'-o" ...-c-\ \ \ I ~'-A'' J \/ .\ \ I \ \ \ I r -I I I I I I I I I I ' I ' _J 2'-o" x width of lane I I ,l-----,_ L Ll I'- 1"- I I\ \ I I I I \/ r"-. \ I'- \ \ \ I \ I -" h \ I I \ \ \ \ I / \ ' - \ \ I 1 '-0" GRID I 3'-3" A=11 sq ft I Whit~ \\ \ L - / r:J~ I I \ \ v( I'--_ I'---.. I ' I Blue I I / I j ) I 7 ! ,\ I (\ -v \.: v . I I 12 Ora ~~!-~ER --- June 6 2008 PLAN~ APPROVAL DATE Tfk; S/o/e of Ca/lfornia or its ofOccrs o.c agents s/xJ/1 nal be responsiNe for me occur a or complereness or c,/ec/ronic copies of this -D s~r. To acc,ompalrj plans dafed_~2-__c1_,.7--'-0"-'9'--- 2" H I T ! ~ -~ "' , I'\ -, ' I I I\ I \ \ I I \ -~ I DIAMOND SYMBOL IV " \ \ I \ L _) I -I \ I I I I I I I \ I I \ I I I ---.. LI.:_-4,, I I ~ I I \ \ \ \ \ \ ..._ I L _) -1 I \ \ I \ \ \.-- 0 _, 0 N rl---t--t---+-+--+--+---+----,-_] -t---t----t--t-----t-----t--t-----t--+ 2 ' -0" x w i d th of lane +--+--+----+------+-----+--+-l--l-7 1 '-0" GRID A=70 sq ft* RAILROAD CROSSING SYMBOL *70 sq ft DOES NOT INCLUDE THE 2'-0" x VARIABLE WIDTH TRANSVERSE LINES. \ / 4" GRID 3'-4" A=7 sq ft \. I BIKE LANE SYMBOL ' / \ I \ ,,,-' I _..J ~-I I I I / I / -_/ I I -, \ '--L \ '- \ \ \ ,/ I / ' ' T.J_µ· ---------"--"~ "'I --1~ 4'-8" A=17.5 sq ft - 0 _, ro / I'\ I \ / ....__ ~ _J I (/ J ' (, ' \ ' --I ' , L \ I ' / ' ' - 6" GRID A (White) =9 sq ft A (Blue) =14 sq ft INTERNATIONAL SYMBOL OF ACCESSIBILITY MARKING I -I I I ~-'- \ _/ \ 'i 0 _, ro I I I I -, I ' ,I \ I L ' / I \ I \ / ' - ' ,/ \ I ' / NOTE: ' ' \ I !/ ✓ I I \ I \ '" l 1" GRID _· --~1 □~"--~ A=2 sq ft -~ BICYCLE LOOP DETECTOR SYMBOL '° <O I I -;,, 7 ~ -- "' -- '° I - ~~ -- 1. Minor variations in dimensions may be accepted by the Engineer. ST ATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION '° J,µ·_.:,_.e...._________-----1 7--4'-8" ~ _J~µ-" __ ____, .,_, -1-4 '-11" PAVEMENT MARKINGS SYMBOLS AND NUMERALS NO SCALE A=16.5 sq ft A=19.5 sq ft RSP A24C DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN A24C NUMERALS DATED MAY 1, 2006 -PAGE 11 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP A24C I\) 0 0 a, :J:I m < u, m C u, -4 > z C > :J:I C 'ti r-> z :J:I u, 'ti 01srl couNTY I ROUTE I rn~~CT P~6j[~r ISHwEfTI sWEtr\ 12 I Ora I 1 I 4.6/9.6, I 3a I 46 12.2/14.1 Direction of Travel -f!.,J.«J_ lJ. ~ ~-/; "'"" __2__'::_Q':_ r 1 REGISTERED CIVIL ENGINEER ~~' ~~ o~4, o' C Type R 8 I ill c o x ,.."' 1c, ~ Rar«lell 0. Hiatt ~ Marker 400LBS 8oOLBS 8400LB 8400LB 8100LB I /I~ ~ ~ June 6, 2008 ~ No. C50200 I~ Pane I ......____ / ½ N . . PLM"S APPROVAL DA TE _ \c:.:~6_30_09 ·" /..- --..,. 200~8S 8ooLBS SooLBS SOOLBS I Temporary. ra1 I ing. . ~ T/,o Siok of Col/.'oni/J or _ltc: ofrlcer~-or ~{< P•---• ·'-8 8 8 8 8 (T{pe Klar fixed ab;ect a9ents sna/1 mr be responsrble for ft,e occuracv ,_ J> Cl ill ,.,, / ~~~~-mpleleness or electronic copies ot rr,Js plor, '--~~ ~~ 4==1=1=21= ~ 1 To accompany plans dated 2-17-09 ox Direction of Travel......,_ 'olx ..-------Temporary rai I ing Direction of Travel -,o ' 0 ;_::s 2'-0" ;_::, ( (Type K) or -"-7 i--fixed obstac I e ARRAY 'TU 1 4' 88 8E~~l I !----~ WC I\) ' •-Approach speed 45 mph or more Type R /'-88 8 -::, N 0 Marker Panel------.. ___ 88 88 I~ OX 0 \OOL8;; JOOLBS 1400LBS 8 ' 0 Cl) "'::, Direction of Travel -1400LB ~ r 88 88 r---------J ti> C :u ' ·-m -::, N Type R 8888 I we ]ox 'olx < Marker I .~ ~1 0 -~ ::.;._ N ::.;._ ,o Panel------, e 88 ll T:mporary railing -~ Direction of Travel ......,_ ;_::, "' 8888 (Tyoe Kl or fixed obiect m ti> C 1 ARRAY 'TU 1 7' C ' •--::, N -Approach speed less than 45 mph "' ox -I Direction of Travel -,o ;_::s )> ARRAY ' TU 11 ' z NOTES: C Approach speed less than 45 mph 1. § )> Indicates sand filled·module location and :u weight of sand in pounds for each module. Module spacing is based on the greater C diameter of the module. OX 3" 3" ~ "'CJ ,o Max I ---Max 2. Al I sand weights are nominal. Direction of Travel -;_::, 'f:j:" r-~ r -::, Ce\ r:dul; f 3. Temporary crash cushion arrays shal I not encroach )> N on the traveled way. 8 88 88 I z ~\D;a/ 4. Place the top of Type R marker panel 1" below Type R 8 ' ! the module lid. Marker • 400LBS X +-7 :u Panel-_ ./ 8 88 88 l 0 DU 5. Refer to Standard Plan A73B for marker details. ··200,ssss " "' © © -;]a j 0 x·~ PLAN 6. Approach speeds indicated conform to NCHRP 350 Report ·-D ::, "'CJ '\..._ 400LBS _, ~al criteria. "' 8 88 88 I 6" 7. Use af pallets is optional. ~ -F---------------Modu I es -I .... "'Ix 'f:i," ./ )> ,a Direction of Travel -;_::, -::, N ARRAY 'TU21 ' Pal let ~la ~::, .. ___I_ ST ATE OF CALIFORNIA Approach speed 45 mph or more "'· l DEPARTMENT OF TRANSPORTATION -----Roadway surface ELEVATION TEMPORARY CRASH CUSHION, SAND FILLED CRASH CUSH ION PALLET DETAIL (UNIDIRECTIONAL> See Note 7 NO SCALE RSP T1A DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN T1A CtTED MAY 1, 2006 -PAGE 211 OF THE STANDARD PLANS BOOK DATED MAY 2006. I REVISED STANDARD PLAN RSP T1A I 5-15-08 ~ Direction of Travel , " L = IT ~---------2--0----l-.i n~ TypeP 8888 ~~~~7'_ -✓._ ' 88 1400LB 1400LB 1400LB 1100LB I I I --400LBS lOOLBS 1400LB - v 8888 !~ Direction of Travel~ ARRAY 'TB11' Approach speed less than 45 mph -___ □_i_,_•_c_t_i o_n_o_f_T_,_o_v_•_' ------l-. f--~1~ ~ ~ ___tj_.<C ~~~~7~ ·~ Q,s 00 8_ 8 8 8 8 I 1 V' 100LBS ~~ - L__=---='--'----=-----=~8 8 8 8 8 I~ Direction of Travel__.,. ARRAY 'TB14' Approach speed 45 mph or more /Temporary rai I ing (Type Kl or temporary end of / concrete barrier or temporary end of thrie beam / barrier or fixed object ~ /,·Temporary roiling (Type K) or temporary end of / concrete barrier or temporary end of thrie beam 1 barrier or fixed object ~ 3" r__ Max 1 ~ Max ~ f:odul~ ~i~ \Dia/ ! PLAN 6" -~-r~Modules ~I~ Pa 11 et ..___ ____:i:.:c --:,,"=1====1=1====1=d, -Roadway surface ELEVATION CRASH CUSHION PALLET DETAIL See Note 7 ~{).~~~~~ REGISTERED CIVIL ENGINEER ~~c:,~'-'4{ i~:o/~andel I o. Hiott '\)L June 6, 2008 (~50200 ~ PLAN$ APPROVAL DA TE o. • ~ Tm Stole of" Ca/i(om/a ,:,r its officers or -I< ~p. G-3o-o9 ,i. NOTES: agents srK/11 not be responsible for ti>= '?ccuracy ~' .s,,. CIVIL ,,,_ or completeness of e1ec1roni.:; copies ot this plan 0-::._r-or ~,,~fo'l-'"/2/ steel ~L~ To accompany plans dated -~2~-~1~7_-~0~9-~ Indicates sand filled module location and weight of sand in pounds for each module. Module spacing is based on the greater diameter of the module. 2. Al I sand weights are nominal. 3. Temporary crash cushion arrays shal I not encroach on the traveled way. 4. Place the Type P marker panel so that the bottom of the panel rests upon the pal let. 5. Refer to Standard Plan A73B for marker details. 6. Approach speeds indicated conform to NCHRP 350 Report criteria. 7. Use of pol lets is optional. ST ATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TEMPORARY CRASH CUSHION, SAND FILLED (BIDIRECTIONAL) NO SCALE RSP T1B DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN T1B DATED MAY 1, 2006 -PAGE 212 OF THE STANDARD PLANS BOOK DATED MAY 2006. I REVISED STANDARD PLAN RSP T1B I\) .0 0 0, :::0 m < -(/) m 0 (/) -I )> z 0 )> :::0 0 'ti r )> z :::0 (/) 'ti -I ..I, m 5·1 S·06 0 +- 0 _, ro ' Edge of traveled way-./ / Edge of shoulder_./ Direction of travel ~ ----, r--2-'=-°" -=~-=~~=~~== -..---See Note 4 (Type Kl ~~~~e~ /, 88 8400LB 8400LB 8400LB O tp c / Temporary rai Ii ng Panel ------...... v._ , V _ ,_ ( or fixed object -----, 400LBS 700LBS 1400LB Nl:":_ ____ L--------=J\ "~ 8888 ~ \ '-. '-----See Note 3 ARRAY 'TS 11 ' Approach speed less than 45 mph See Note 9 Direction of travel ~ 0 ' Edge of traveled way _______ /~ ----, in See Note 4 ,✓ 888 ~~~~~--100~888088 88 88 ,,.,---Temporary rai I ing (Type K) 0 +- 0 ' 00 Edge of shoulder-} I '-~ JOOLBS 1400LB ARRAY 'TS14' Approach speed 45 mph or more See Note 9 3" 3" ~ • 11' Max I ---Max t_y rt~-:::=::::------::::=~=i==:=1 1 Module\ fModul~ ~\Dia/ j PLAN ~See Note 3 6" Max 1-P~ Madu I es ~~--i Pal let--............ '----Roadway surface I ELEVATION CRASH CUSHION PALLET DETAIL See Note 11 // or fixed object 'z, NOTES: ~l::,.iJ,:..,,Jt, REGISTERED ~!VIL ENGINEER--::~~<~ !~,-/4onclel I 0. Hiot~\ ~Ju_n_e~6~•~2~0_0_8~~----~~.c50200 I~ PLANS APPROVAL DATE " 1--=~~==~=----~ 6-30-09 .._ Trie Sia!~ of Callfarn,a or ,ts orrlcer, or ,.• xp -,-,.,-,-* aoents sho/lnotbe resoons1/:Jle for the occuroc, '\'.J' ~'""d ~~:'e~mpleleness or e/eClronlc copleo of this f)lc1 '-:;:'~~ To accomporr; plans dafed _~2~-~1~7_-~O~9 __ 1. ~ Indicates sand fi I led module location and weight of sand V in pounds for each module. Module spacing is based on the greater diameter of the module. 2. Al I sand weights are nominal. 3. The tempor-ary er-ash cushion arrays shown on this plan shal I be used only in locations wher-e ther-e will be traffic on one side of the temporary crash cushion or-ray. 4. If the fixed object or approach end of the tempor-ar-y r-ai I ing is less than 15'-0" fr-om the edge of traveled way, a tempor-ar-y crash cushion is r-equir-ed in a construction or work zone. 5. Temporary crash cushion arrays shal I not encroach on the traveled way. 6. Arrays for-median shoulders shall conform to -details shown on this plan for-outside shoulders. 7. Place the Type P mar-ker panel so that the bottom of the panel rests upon the pal let and faces tr-affic. 8. Refer to Standard Plan A73B for marker detai Is. 9. For shoulder widths less than 8'-o", appropr-iate appr-oved crash cushion protection, other than sand fi I led modules, shal I be provided at fixed objects and at approach ends of temporary rai I ing. The specific type of er-ash cushion shal I be as shown on the project plans or as specified in the Special Pr-ovisions, or-if not shown on the project plans or specified in the Special Pr-ovisions, shal I be as appr-oved by the Engineer. 10.Appr-oach speeds indicated conform to NCHRP 350 Report criteria. 11. Use of pal lets is optional. ST ATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TEMPORARY CRASH CUSHION, SAND FILLED <SHOULDER l~ST ALLATIONS > NO SCALE RSP T2 DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN T2 DATED MAY 1, 2006 -PAGE 213 OF THE STANDARD PLANS BOOK DATED MAY 2006. I REVISED STANDARD PLAN RSP T2 :x, m < u, m C u, -I )> z C )> :x, C ,, r- )> z :x, u, ,, -I I\) DIST COUNTY ROUTE Drainage Inlet at IJ;.. sag or low point~ 1 Grave I Bag Berms p I aced to intercept runoff from converging directions GRAVEL BAG BERM (TYPE 3A) SPACING TABLE 12 Ora POST MlLES lOTAL PROJECT 4.6/9.6, 12.2/14.1 SHEET TOTAL NO. SHEETS 41 46 Curb or Dike ~ 1 // SLOPE OF ROADWAY (PERCENT) 1 to 3.9 4 to 5. 9 6 to 7 .9 8 to 10 10+ INTERVAL BETWEEN BERM 100' 75' 50' 25' 12' jM41'?/.4:t;f-_ _\ ___ __l_/---,------- \ /I For slope of less than 1 ¼, instal I barriers only if erosion/sediment is prevalent LICENSED LANDSCAPE ARCH I T£CT ~•~ug~u~s~t~1~5L, ~2~0~08~---~ PLANS APPROVAL DtTE -/. 1/ ' FLOW FLOW ~ ~ Edge of Traveled Woy ~ROADWAY--- PLAN CONFIGURATION FOR SAG POINT INLET (GRAVEL BAG BERM) \ \ PERSPECTIVE (l_ ~ Place additional bags on top of / curb and upstream of Gravel Bag Berm to prevent over topping. Extend as necessary to force ponded runoff over sp i 11 way instead of out flanking around end of berm. I Interval (See Table) -Spillway ----ROADWAY---- PLAN TEMPORARY DRAINAGE INLET PROTECTION (TYPE 3A) (GRAVEL BAG BERM) i Sheet Flow SECTION A-A PLAN 6" Trench Spillway with single layer of gravel-filled bags /-Concrete apron The $tote vf Ca!!fornio or its officcYs or aQents 5/-.3// nal IX: responsi1,1e for rr;: accuracy or completeness of electranic capies of rnis plan •. • OF c~1.11 sheet. ~ To accomporr; plans dated_~2_-~17~-~0~9~_ 4. Position erosion control blanket or geosynthetic fabric at edge of concrete apron and secure in trench. 5. Erosion control blanket or geosynthetic fabric is not required if the area adjacent to the drainage inlet is vegetated or paved. {If present, See Note 4) Construct Grave I Bag Berm by tightly abutting gravel-filled bags to eliminate gaps and voids 16 gauge Steel wire -] j STAPLE DETAIL Sheet Flow ~~ /o., ST ATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TEMPORARY DRAINAGE INLET PROTECTION <TYPE 3B) TEMPORARY WATER POLLUTION CONTROL DETAILS (TEMPORARY DRAINAGE INLET PROTECTION> NO SCALE NSP T62 DATED AUGUST 15, 2008 SUPPLEMENTS THE STANDARD PLANS BOOK DATED MAY 2006. NEW STANDARD PLAN NSP T62 I\) 0 0 0) z m :e en -I > z C > ::IJ C "ti r-> z z en "ti -I 0) I\) 7-11-0B I ;-----Drainage Inlet-Grate I /1 / Dump straps (2 each) / , 1~ Lifting loops (2 each) I I I I I i I --, ----~-Sediment Fi I ter Bag ~~~ Expansion Restraint Catch basin SECTION B-B SEDIMENT FILTER BAG DETAIL ----Li near Sediment Barri er (Temporary Silt Fence Shown) 1--Curb or Dike / ~ Drainage Inlet /;-Pavement Surface "-I '/ 1 Flow I I -1//; I/ / // /..-l---+----Sediment Filter Bag '----Catch basin SECTION A-A "-I 1 0'-0" Min 10'-0" Min ~t 'Ii Linear Sediment Barrier --]--}' {Temporary Silt Fence Shown) ~ ,,_" ~ A ~ "-Drainage Inlet with Curb or Dik ~ ,i) Sediment Filter Bog -ROADWAY~ PLAN TEMPORARY DRAINAGE INLET PROTECTION (TYPE 5) (SEDIMENT FILTER BAG) ----------Linear Sediment Barrier (Fiber Roll Shown) --------Curb or Dike I -------Gravel-fi I led Bag {Place one bag at each end) ------Rigid Plastic Barrier {Extends beyond grate) NOTES: DIST COUNTY ROUTE 12 Ora POST MILES TDTAL PROJECl 4.6/9.6, 12.2/14.1 SHEET lOTAL NO. SHEETS 42 46 ./h!4= I:? /~--~\\OSAP~ LI C[NSED LANDSCAPE ARCHITECT / :,._ <;i \, Sc -1,,;,1 ~ e0 • August 15, 2008 l--4-=.-i" FLAM~ APPRCVAL DATE 'I' i, TN Sra,~ O' L,o/lforr,10 or ,t~ officers or ~-f-I) 09ents soo/1 nor be responsib/e for ll>e accuracy-~4; or comp!ereness of electronfc cop,-es ot rh1s r;,!on - Slleel To accompan; plans dated_~2-_1~7_~.,_0"-9 __ / Pavement Surface I I 1. See Standard Plan T51 for Temporary Silt Fence. I\) I ' . Flow / 2. Dimensions may vary to fit field conditions. 0 ; -, --------Catch basin n ///////////// I _...- __.-'',r-- SECTION TEMPORARY DRAINAGE INLET PROTECTION <TYPE 6Al (CATCH BASIN WITH GRATE) "-Gravel-filled Bog (Place one bag at each end) ~---Flexible Sediment Barrier ',, (Rigid Plastic Barrier Shown) .. -----Curb Inlet PERSPECTIVE TEMPORARY DRAINAGE INLET PROTECTION <TYPE 6Bl (CURB INLET WITHOUT GRA TEl ST ATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TEMPORARY WATER POLLUTION CONTROL DETAILS (TEMPORARY DRAINAGE INLET PROTECTION) NO SCALE NSP T64 DATED AUGUST 15, 2008 SUPPLEMENTS THE STANDARD PLANS BOOK DATED MAY 2006. NEW STANDARD PLAN NSP T64 0 O> z m :e (/) -I > z C > ::D C 'tJ r-> z z (/) -c -11 O> .i::,. 7-11-08 ELECTROLIERS STANDARD * High mast light pole TYPES Q--<, 15, 15D ~ Double Arm lighting standard ID--------o 15 STRUCTURE Existing electrol ier ~ 21, 210 STRUCTURE ~ NOTES: Electro I ier foundation (Future installation) ~ 30 l%i------o 31 1. luminaires shall be 310 W HPS when installed on Type 21, 210, 30, 31, 321 35 and 36-20A Standards, unless otherwise specified. Luminaires shal I be 200 W ~ 32 HPS when installed on other type standards or poles, unless otherwise specified. ~ 35 2. Luminaires shal I be the cutoff type, ()--o 36-20A ANSI Type ill medium cutoff I i ght i ng distribution, unless otherwise specified. 3. Variations noted adjacent to symbol on project plans. 0-----------o Electrolier (see project notes or project plans) 0----,. Luminaire on wood pole ~ ~ ~ §1 [m @] @BJ ~ @] ~ @l ~ §:] ~ ~ ~ §] §] [§] ~ STANDARD NOTES: Abandon. If applied to conduit, remove conductors. lnstal I pull box in existing conduit run. Pedestrian barricade, type as indicated on plan. Instal I conduit into existing pul I box. Connect new and existing conduit. Remove existing conductors and i nsto 11 conductors as ind i coted. Conduit to remain for future use. Remove conductors. Jnstal I pul I wire or rope. Detector hondhole. Foundation to be abandoned. lnstal I sign on signal most arm. Na slip base on •·standard. Photoelectric control. Photoelectric unit. Equipment or mater i a I to be removed and become the property of the Contractor. Remove electro I ier, fuses and ballast. Tape ends of conductors. Relocate equipment. Remove and reuse equipment. Remove and salvage equipment. Splice new to existing conductors. Service disconnect. Standard to remain for future use. Remove luminaire, pole conductors, fuses and ballast. B Telephone service point. I DIST 12 COUNTY I Ora j I 4.6/9.6, 143 I 46 12.2/14.1 ABBREVIATIONS AND EQUIPMENT DESIGNATIONS PROPOSED EXISTING BBS BC C CCTV CKT CMS DLC EMS EVC EVD FB FBCA FBS FO G GFCI HAR HEX HPS II SNS ISL LED LMA LPS LTG LUM MAT MAS MAS-4A MAS-4B MAS-4C MAS-5A MAS-5B MC M/M MT MTG N NC NO PB PEC PED PEU PPB RL RM SB SIC SIG SMA SNS SP TDC TMS TOS VEH XFMR COMM RWIS bbs be C cctv ekt ems die ems eve evd fb fbca fbs fo G GFCI ha, hex hps i isns isl led Imo lps. ltg lum mat mas mas-4A mas-48 mas-4C mas-SA rnas-58 me mlm mt mtg mv N NC NO pb pee ped peu ppb ,m Sb sic sig sma sns sp tde tms tos veh xfmr comm rwis Battery backup system Bolt circle Conduit Closed circuit television Circuit Changeable message sign Loop detector lead-in cable Ext i ngu i shab I e message sign Emergency vehicle cable Emergency veh i c I e detector Flashing beacon Flashing beacon control assembly Flashing beacon with slip base Fiber optic Ground {Equipment Grounding Conductor) Ground fault circuit interrupt Highway advisory radio Hexagonal High pressure sodium Internally illuminated street name sign Induction sign lighting Light emitting diode Luminaire mast arm Low pressure sodium Lighting Luminai re Mast arm mounting vehicle signal faces, top attachment Mast arm mounting vehicle signal faces, side attachment Mast arm mounting vehicle signal faces, side attachment -4 signal section Mast arm mounting vehicle signal faces, side attachment -5 s i gna I section Mercury contoctor Multiple to multiple transformer Conduit with pul I wire or rope only Mounting Mercury vapor I ighting fixture Neutral (Grounded Conductor) Normally closed Norma 11 y open Pul I box Photoelectric control (Type I, II, m, IY or :l. as shown) Pedestrian Photoelectric unit Pedestrian push button Re I ocated equipment Ramp metering SI ip base Signal interconnect cable Signal Signal most arm Street name sign Service point Telephone demarcation cabinet Traffic monitoring station Traffic Operations System Vehicle Transformer Communication Roadway weather information system To accompany plans dafed __ cc2_-~1 ~7_-~0~9 __ SOFFIT AND WALL MOUNTED LUMINAIRES <I-@ Pendant, 70 W HPS unless otherwise specified. Flush, 70 W HPS unless otherwise specified. Wa 11 surface, 70 W HPS unless otherwise specified. Existing soffit or wal I luminoire to remain unmodified. Existing soffit or wal I luminoire to be modified as specified. NOTE: Arrow indicates "street side" of luminaire. ST ATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION ELECTRICAL SYSTEMS <SYMBOLS AND ABBREVIATIONS) NO SCALE RSP ES-1A DATED OCTOBER 5, 2007 SUPERSEDES STANDARD PLAN ES-1A DATED MAY 1, 2006 -PAGE 400 OF THE STANDARD PLANS BOOK DATED MAY 2006. I REVISED STANDARD PLAN RSP ES-1A I\) 0 0 O> ::IJ m < -0 m C 0 -I )> z C )> ::IJ C "'C r-> z ::IJ 0 "'C m 0 I .... )> 7 10-07 PROPOSED ------ ------- -c--- -T--- -F--- -FO--- - ------,3 0 PROPOSED -----u QJ CONDUIT EXISTING ------ ------- -c---- -t--- -f--- -fo--- - ------,3 0 SERVICE EXISTING -r~-~-u L. - -.! . - ,-,c-, I JI I ~--'~ Lighting Conduit, unless otherwise indicated or noted Traffic signal conduit Communication conduit Telephone conduit Fire alarm conduit Fiber optic conduit e!, Conduit termination Conduit riser in/on structure service pole EQUIPMENT Overhead I i nes Wood pole "u" indicates uti I ity owned Pole guy with anchor or Uti I ity transformer -ground mounted Service equipment enclosure type Service equipment enclosure door indicates front of enclosure Telephone demarcation cabinet POLE-MOUNTED SERVICE DESIGNATION ~ Type of installation TYPE H SERVICE -28'-10" -Pole height above grade " ILLUMINATED OVERHEAD SIGN PROPOSED EXISTING '°" ~ ,, r, r, I L., I \.-,i ' I '-' I '-~ I Overhead sign -Single post ,_. ,_, ,_, i " Overhead sign -Two post " " tJ I ,-, Overhead sign -Mounted '' '' on structure ,_, I " ?'I Overhead sign with electro I ier t ~ I PROPOSED ' ' []]- © ~ .. IL -lJlL SIGNAL EQUIPMENT EXISTING r-1--1 : __ ~_; --Pedestrian signal face : ,-1'1 -~:, Pedestrian push button post f---------j --------1-~-- PV ;~---,_-_,...-;_, \J r-, ' ,, ' r-~t--~:-:- <_J.-~ •~--:-',; ;; ' ' .:::-(}---<,.; '"1 .,_ ,, r-, ' ,, ' ;-!:-,;---<,' ;:i::; ~:;::; ,,,-, ,-,-, Pedestrian barricade Vehicle signal face (with backplate, 3-Section: red, yellow and green) Vehicle signal face with angle visors Modifications of basic symbols: "L" Indicates al I non-arrow sections louvered "LG" Indicates louvered green section only "PV" Indicates 12" programmed visibility sections "8" indicates all 8" sections {only when specified) Type 15TS and Vehicle signal face Vehicle signal face with red, yellow and green left arrow sections Vehicle signal face with red and yellow sections and up green arrow Vehicle signal face (5 Section) with red, yellow and green sections and yellow and green right arrows Type 1 Standard and attached vehicle signal faces Standard with signal mast arm only and attached vehicle signal faces and internally i I luminated street name sign Type J3 Standard, Left-turn vehicle signal face and sign Standard with luminaire and signal mast arms and attached vehicle signal faces Ci;mti lever flashing_ beacon. Type 9 Frame, with a sign unless otherwise spec1f1ed or indicated Type 15-FBS Standard with two vehicle signal face sections with lens, backplate and visor with a sign Flashing beacon. One vehicle signal face section with lens, backplate and visor. "R" indicates red indication, "Y" indicates yellow indication Controller assembly, Door indicates front of cabinet c,1sr COUNTY I 12 Ora l 1 I 4.6/9.6, ! 44 I 46 12.2/14.1 I (, JI . i rffw!/?0-0 ---1<ofES~10 F#:GJSTE~ED ELECTRI{~L ENGINEER ~~ "-11 >" C :::"' Je ... ferv r.. McRae \ October 5, 2007 ,~~~ PLANS APPROVAL DAT> - Tfie Srore of Collfornio or i/c, o;"f"icerc or -9' xp. 5-30-0S ,i. ..,_ ooents sh'.111 r,:,r i:,e responsible for tt,1c accuracy c,_J? EL[C!Rlm .·,, ~~~mplereness of electronic copies of this pion "~':-:/ To accompany plans dafed_~2s_~_1,_7,_-_c0s_9s_ __ SIGNAL EQUIPMENT Cont PROPOSED EXISTING • 0 - 0 Guard post Type 1 Standard with "Meter On" sign ---<I Emergency Vehicle detector NOTES: 1. Al I signal sections shal I be 12" unless shown otherwise. 2. Signal heads shal I be provided with backplates unless shown otherwise. 3. Signal indication shal I be LED. ST ATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION ELECTRICAL SYSTEMS <SYMBOLS AND ABBREVIATIONS) NO SCALE RSP ES-18 DATED OCTOBER 5, 2007 SUPERCEDES STANDARD PLAN ES-1B DATED MAY 1, 2006 -PAGE 401 OF THE STANDARD PLANS BOOK DATED MAY 2006. \ REVISED STANDARD PLAN RSP ES-1B N 0 0 a, ::u m < -"' m 0 "' -I > z 0 > ::u 0 'ti r > z ::u "' 'ti m "' I .... OJ 7·10·07 EQUIPMENT IDENTIFICATION ILLUMINATED SIGN IDENTIFICATION NUMBER: ~ Sign number -Place on post or structure Sign No. '12345 , 1 0 I Sln$ I4'._ T '~---Transformer rating {kVA) -..\ Do NOT place i Lighting control type j on standard or ~-----Number and type of fixtures_ structure ELECTROLIER OR EQUIPMENT IDENTIFICATION NUMBER: 12345 -15'-o" 'T' ~ Mast arm length, if shown. _ Do not place on standard or structure. Equipment number -Place on standard or structure. Existing equipment numbers are shown in parenthesis CONDUIT AND CONDUCTOR IDENTIFICATION: ~2#10, 15#14, 2 DLC1 j I Number and size of conductors and cables ~---------Size of conduit in inches ¢1, ¢2, ¢2P, etc. Traffic phase identification for signal faces, detectors and phase diagrams [iJ [2] [}] Project note numbers @ ® (i) Equipment description, installation or item numbers & & & Conduit run numbers SIGNAL AND LIGHTING STANDARD (TYPICAL DESIGNATION): ,re•-qr~ L Wind velodty = 100 mph _ ~----Case 3 arm loading ~------Standard type PROPOSED r::==iCMS Cl> r::==iEMS CJ<] M V (.~ Standard Plan sheet number Cy----Deta i I number or I etter MISCELLANEOUS EQUIPMENT EXISTING r·· ------, ems :··; --~-; , .. C . .>'; m V Changeable message sign Closed circuit television camera Highway advisory radio pole and antenna Extinguishable message sign Detection device M = Microwave sensor V = Video image sensor I WIRING DIAGRAM LEGEND P Pole CB Circuit breaker A Ampere V Volt M Metered UM Unmetered NB Neutra I bus GB Ground bus G Equipment grounding conductor ---- --- ~ -,IL- -H- 0 -)f- /4 ' Externa I conductor Conductor or bus Tie point Contactor coi! Contactor, Contact NO Terminal blocks Contactor, Contact NC Enclosure bond To accomparrJ plans dated _~2s.-_1!...1!...-_,0'-'9'---- N Grounded conductor \Neutral) ' Grounding electrode * VEHICLE DETECTORS -------Circuit breaker 1 Receptacle PROPOSED PULL BOXES EXISTING D 3 D = No. 3½ pul I box = No. s pul I box = No. 6 pul I box = No. 7 (Cei Jing pull ,-----, ' ' ,_ - ---' 9A(21 I ,-----; : - - - --' box) 3 5 6 7 8 = No. 8 (Pendant soffit pul I 9 =No.9pullbox 9A = No. 9A pull box box) Pul I box-No. 5 unless otherwise indicated or noted. Pul I box-Additional designations or descr i pt i ans (C) = Communications pu! I box (E) = Pul I box with extension .(s) = Sprinkler control pul I box (21) = Anchor bolts and conduit for future installation of Type 21 Standard (T) = Traffic pul I box I s PROPOSED □ ◊ E3 □ 0 El 41111 J 9 U l , Vehicle detector designation U = Upper L = Lower Slot number in input file Input file (I or J) Phase EXISTING I - - --' ;_-_----~ Type A detector loop. Outline of sawcut shown. Type B detector loop. Out! ine of sawcut shown. Type C detector loop. Out! ine of sawcut shown. Type D detector loop. Out I ine of sawcut shown. Type E detector loop. Out I ine of sowcut shown. -Type a detector loop. Out I i ne of sawcut shown. Magnetic detector Detector hand ho I e Microwave or video detection zone STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION ELECTRICAL SYSTEMS <SYMBOLS AND ABBREVIATIONS> NO SCALE RSP ES-1C DATED OCTOBER 5, 2007 SUPERCEDES STANDARD PLAN ES-1C DATED MAY 1, 2006 -PAGE 402 OF THE STANDARD PLANS BOOK DATED MAY 2006. I REVISED STANDARD PLAN RSP ES-1C N 0 0 0, :ti m < en m C en -I > z C > :ti C .,, r-> z :ti en .,, m en I ..... 0 7-10·07 LOOP INSTALLATION PROCEDURE 1. Loops shall be centered in lanes. 2. Sow slots in pavement for loop conductors as shown in details. 3. Distance between side of loop and a lead-in saw cut from adjacent detectors shal I be 2'-0" minimum. Distance between lead-in saw cuts shal I be 6" minimum. 4. Bottom of saw slot shal I be smooth with no sharp edges. 5. Slots shall be washed until clean, blown out and thoroughly dried before lnstal ling loop conductors. 6. Adjacent loops on the some sensor unit channel shal I be wound in opposite directions. 7. Identify and tag loop circuit pairs in the pull box with loop number, star-t (S) and finish {Fl of conductor-. Identify and tag lead-in-cable with sensor-number and phase. 8. Instal I loop conductor in slot using a 3/i~" to 1//' thick wood paddle. Hold loop conductors with wood paddles {at the bottom of the sawed slot) during sealant placement. 9. No more than 2 twisted pairs shal I be installed in one sawed slot. 10. Allow additional 5'-o" of slack length of conductor for the lead-in run to pul I box. 11. The additional length of each conductor for each loop shal I be twisted together into a pair {6 turns per 3'-4" minimum) before being placed in the slot and conduit leading to pul I _box. 12. Test each loop circuit for continuity, circuit r-esistance and insulation resistance at the pul I box before fi I_I ing slots. 13. Fi 11 slots as shown in detai Is. 14. Splice loop conductor:s to lead-in-cable. Splices shall be soldered. 15. End of lead-in-cable and Type 2 loop conductor shal I be waterproofed prior- to instal I ing in conduit to prevent moisture from entering the cable. 16. Lead-in-cable shall not be spliced between the pull box and the controller cabinet terminals. 17. Test each loop circuit for continuity, circuit resistance and insulation resistance at the contra 11 er cabinet I ocot ion. 18. Where loop conductors ore not to be spliced too lead-in-cable, the ends of the conductors shal I be taped and water-proofed with electrical insulating coating. Depth as required 71 ,= ;,f? z -:~4tJ..: -~-:-..~-r .~:t-: Deptti as require :--:-. ~-: •.-;._ : ., •;;• ':>·-~:· -Loop sealant ,..:;..-_:.-,.._:.;-.,. -~ 3 tu~ns looR conductors (unless otherwise specified) SECTION A-A SECTION SLOT DETAILS TYPE 1 AND B-B TYPE 2 LOOP Direction of travel -6'-0" II ~t Lane I ine< ' -------'--- A --+-EP 6'-0" H 'bf A ' ' --¥--EP 01ST COUNTY ROUTE POST MILES TOTAL PROJECT 4.6/9.6, 12.2/14.1 SHEET TOTAL NO. SHEETS 46 46 To accompany plans dated-~2~--'~7~-~0~9~-- ![ice zr ~Pull TYPE 1A Pul I box Pul I box '-Pul-1 box TYPE 2A INSTALLATION INSTALLATION SAWCUT TYPE 3A INSTALLATION TYPE 4A INSTALLATION DETAILS ( Type A I oop detector conf i gurat i ens i 11 ustrated) 1. 1A thru 4A = 1 Type A loop configuration in each lane. 2. 18 thru 48 = 1 Type 8 loop configuration in each lane. 3. 1C = 1 Type C loop configuration entering lanes as required. 4. 1D thru 40 = 1 Type D loop configur-ation in each lane. 5. 1E thru 4E = 1 Type E loop configuration in each lane. 6. 1 a thru 4Q = 1 Type Q loop configuration in each lone. (Use Type A, 8, C, o, E or a loop detector configurations only when specified or shown on plans) s F Loop sealant r I I C F WINDING DETAILS See Notes 6 and 7 ,splice F "'-'---2nd loop (twisted) TYPICAL LOOP CONNECTIONS {Dashed I ines represent the pul I box) (_Se~" N~t: ~" -1st loop (twisted) SECTION C-C CONDUCTOR ,- 1 I I I I I I I '----~ ST ATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION 2 ELECTRICAL SYSTEMS <DETECTORS) NO SCALE RSP ES-SA DATED OCTOBER 5, 2007 SUPERCEDES STANDARD PLAN ES-SA DATED MAY 1, 2006 -PAGE 423 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED ST ANDA RD PLAN RSP ES-5A I\) 0 0 0) ::c m < (J) m 0 (J) -I )> z 0 )> ::c 0 "ti r- )> z ::c (J) "ti m (J) I en )> e-11-01 1.