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HomeMy WebLinkAboutR_6039_SX X X X X SHEET No. 1 2 3 4 5 6 7-11 1 2-1 3 1 4 1 5 INDEX OF PLANS DESCRIPTION TITLE AND LOCATION MAP TYPICAL CROSS SECTIONS CONSTRUCTION DETAILS TEMPORARY WATER POLLUTION CONTROL PLAN UTILITY PLAN CONSTRUCTION AREA SIGNS TRAFFIC HANDLING PLANS PAVEMENT DELINEATION, SIGN PLANS AND QUANTITIES SUMMARY OF QUANTITIES ELECTRICAL PLAN STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PROJECT FOR CONSTRUCTION PLANS STATE HIGHWAY IN IN ORANGE COUNTY NEWPORT BEACH ON 16-19 REVISED STANDARD PLANS FROM FINLEY AVENUE TO OLD NEWPORT BOULEVARD OFF-RAMP ::,,c: u: ~ w (_') J <( <( z I-4 = f---0 (_) =:) I, I 0 7 (/) C.! u: (/) Q_ <( L ::,,c: u: ~ w J w <( z I--CJ 7 0 w =:) / 0 (_') -(/) ,,n (/) w 0 <( L THE STANDARD PLANS LIST APPLICABLE TO THIS CONTRACT IS INCLUDED IN THE NOTICE TO CONTRACTORS AND SPECIAL PROVISIONS BOOK. BEGIN CONSTRUCTION STA 99+45 Begin Work Sta 70+00 THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES) OF LICENSE AS SPECIFIED IN THE "NOTICE TO CONTRACTORS." PM 0.0 TO BE SUPPLEMENTED BY STANDARD PLANS DATED MAY 2006 ' NO SCALE BORDER LAST REVISED 3/1/2007 CALTPANS WEB SITE ~-HTTP//WWW.DOT.CA.GOV/ RELATIVE ECRDER SCALE IS l~I lf,CHlS 0 ) ED .i END CONSTRUCTION STA 126+00 PM 0.5 2 3 ~S~RNAME -> s111 • 73 DGtl F LE = > cO j 460ob00 I , jgn Di st-COUNTY ROUTE 1 2 Ora 55 POST MILES TOTAL PROJECT 0.0/0.5 SHEET TOTAL No. SHEETS 1 19 Odtrans WYO SAN BERI\ARDII\O LOCATION MAP =?JVERSIDE SAN DIEGO AS BUil T CONTRACT No. 1 2-0J4604 CC.A. DATE 07-25-08 R.E. NAME __ A_J I_T_U_P_AD_H_Y_A_Y_A_ R.£. Signature f'or 'final approval of' As-built lnf'ormation IMl-'lRIAL THIS PL4/V Sh'EET. CONTRACT No. 12-0J4604 cu 1 2601 EA OJ4601 co 0 0 (0 I > O ID z (\J I ,, UJ f'- 00 II II (I 0 LJ w f---I f---f--- 00 _J _J [_ Q_ I I W f---:> 4 -0 f--- z r--- 0 0 u; I > r---w CL ~ I I u; 0) 4 -" 0 X :r: r---z 0 >-'-::::J r---:r: ~ '-_J (YJ n >-w co ,.n ~ 0 > w w v:, cc ~ > w w f----cc < 0 X :r: :r: z z >->-::::J ::::J :r: :r: <( <( z z z z <( <( 0 0 _J _J I > >-Oco co w f----o n <ru LJ ~z 'L _)Cl u l_) r----a LJ ,n LJ - <1LJ - uo u X ~ --, 0:: <( 0 l/) I-~ > 0:: w (l._ C ::::J l/) _J ::, <( 0 z 0 ~ tJ) f----u tJ) z ::::J <( LL. ::E: :z: 0 ..... X f--w <( f--c:: 0 0 a.. z V) :z: <( <( c:: f--z LL w 0 f--I-:z: Lu z :::;; f---c:: <( <( a.. :E Lu c:::::i I <( ..... :z: c:: 0 LL ..... X __J <( c_:, ii LL 0 Lu f--di <( f-- V) BORDER LAST 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. RUBBERIZED ASPHALT CONCRETE SHALL NOT BE APPLIED ON CONCRETE PAVEMENTS AND CURBS. 4. EXISTING UTILITY FACILITIES HAVE NOT BEEN PLOTTED ON THESE PLANS. STRUCTURAL SECTIONS 1 2 REVISED 3/1/2007 0.2 1 RUBBERIZED AC (TYPE G) COLD PLANE AC PAVEMENT (0.2 1) Exist 4" AC (TYPE B) 811 CTB R/W Exist A2-8 8' 2' ROUTE 55 Ct Va, 6 1 -14 1 Ln No. 1 " =-./ Exist NORTHBOUND R/W 36 1 -48 1 2' 8' 1 2 I Ln No. 2 RIGHT TURN Ln /. 83 CURB r,-------------,-', I 2.,. • ... /-Exis~ A2-8 CURB / : - - - - - - - - - - - - : \ * ~ - - -I 2 % .... ,1 ~--- - - - - - - - -i / I L ' _____________ _J[______ J -------i --: : --i ----------------1---I ~ ---------- I I I ~----------------------------------------~---: --------I I -----1 I I I I I I I ----------- I I I I I ---------------------------------------I ----- SOUTHBOUND 36 1 -46 1 1 I RE_ATIVE BORJER SCALE IS !~! HKHES ----- '~-------@ ROUTE 55 STA 123+50 TO STA 126+00 0 I ROUTE 55 Ct I I I I Va, 1 6 1 -14 1 ROUTE 55 NORTHBOUND 36 1 -46 1 STA 99+45 TO STA 109+22 I I I 2 I I 3 I USERl'.J.I\ME -> s I 1 I I 73 o:::;1\ FILE=> c0j'160co001,dg7 Di s-t COUNTY ROUTE POST MI LES SHEET TOTAL TOTAL PROJECT No. SHEETS 1 2 55 0.0/0.5 2 1 9 . ~ n [) .. I) 0 9-2 4-0 7 •1/;-;;;;r Es s-', .. ' \ k1Jftt_ ---. R-i;BISTERED CIVIL vENGINEER DATE t0;;' LOANNA '\1 I:"/ HUYNH z \ 10-29-07 \~ tin, C 52386 ~I PLANS APPROVAL DATE 1 12-31-OR, • I 1 .i, Fxr. ~?:JJ/'- 1~HE 5T4T( 0/--CALlFOH/V/4 OR_lIS OF/-/CE/?S \~ s CIVIL/~ / UR ACE/'vIS SHALL 1VOT BE HESP()/\/SIBLE FO/r '\.~ /1/-.._____., ./, THE A'CCLl?ACY 0/? COMPLETENESS OF ELEClROl\/lC ~""!:_ OF CAL __,// COP/ES OF TH/5 PLA/\/ Sf!EET" --------------- AS BUil T (NO CORRECTIONS ON THIS SHEET) CONTRACT No. 12-0J4604 C.C.A. DATE 07-25-08 R.E. NAME AJIT UPADHYAYA R/W 2' 8' A2-8 CURB CD 0 C_> "I I > ::) w z 0•J I " " .n r~ C) 0 .. , ... II II LJ (-1 w I, I r-r-r-f---- 0 0 _J _J o_ Q_ TYPICAL CROSS SECTIONS I, I w I = <1 ~ 0 r- NO SCALE z I'- 0 0 ln I - X-1 > I'-w cc ~ c-I C0 0) <C ' 0 . cu 12601 EA OJ4601 X :r: r---z 0 >-'-::) r---:r: ~ '-_J 0) 0 >-w co Ul -0 > LJ w v~ cc: > w LJ I-c::: <[ 0 X :r: :r: z z >->-::) :::J :r: :r: <t <t z z z z <t <t 0 0 _J _J I l->-u '.TI co w I-0 0 <( w w _J z y_ =i '._) u c,------a _J Ji I, I <[ w :r: uo u X ~ --, a: <C 0 (/) I--> a: w CL C :::J (/) _J ::::> <t 0 z 0 -Cl) I-u Cl) z :::J LL. <C :E :z: 0 ...... X I-w <( I-c:: 0 0 a.. z V) :z: <C <( c:: I-z LL.. w 0 I-I-:z: w z :::::!i: I--c:: <C <( a.. :E w c::::i <( ...... :z: c:: 0 LL.. ...... X _J <( u LL.. 0 w I-df <( I- V) BORD[R LAST R[\/IS[D 3/1/2007 z A 0 ~; ~ i4 i I-u ::::J ! 0:: : (.,: ' I- (/) (I) z 0 > u <( z >-~ C) w w ....J co z LD ,_. s::r LL ii Exist TYPE A2-8 \ I \ I I / CURBj l I I ; I I I I I ;/ I I Exist TYPE B3 ;! CURB _J ROUTE 55 .1 os+oo I I I I // Exist TYPE B3 CURB_J 120+00 Blvd O[LATIV[ B00D[O SCAL[ IS Il•J INCHES Exist TYPE A2-8 C I ii I I 1/ CURB_J 2 z 0 ~ co I-<t u _J ::::J (/) 0:: I-I (/) u z <t 0 0 u 0:: 0 0.... 0.... z <t w N L N co + z (;) ~ 0 0 ~ J WPoR, I I C/.f,4NN£L USlfil\lAl✓l = > s 1. 11 73 DSIJ FILE-> c0j460go001 odc;n 8R10G£ 125+00 Di si" COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 1 2 LEGEND: 1 ! 55 0.0/0.5 3 0.2' RUBBERIZED AC (TYPE G) COLD PLANE AC PAVEMENT (0.2') AS BUil T (NO CORRECTIONS ON THIS SHEET) CONTRACT No. 12-0J4604 C.C.A. DATE 07-25-08 R.E. NAME AJIT UPADHYAYA CONSTRUCTION DETAILS NO SCALE C-1 cu 12601 EA 0J4601 1 9 co 0 0 ''" I > C) l'- Z GJ I "" en c-o 0 I II 0 0 w w I I- I-I- (2, Cl __J __J o_ o_ w w I-:> <r -D I- z r- 2 O :::2 I C: '° cc 0 c-I 'Q m ~ 0 X :r: r---z 0 >-'-.. :::, r---:r: ~ '-.. _J 0) 0 >-_u rn '.Jl ~ 0 > _u _u G~ X ~ > _u _u e::: <t 0 X :r: :r: z z >->-:::, :::, :r: :r: <( <( z 7 z z <( <( 0 0 _J _J I >-:-0 :TI w _u f-----::=:i 0 <t _u _u _Jz Y' ='0 u lJ ______, _JU! _u <t _u :r: (_) ::=.::i u X ~ --, 0:: <( 0 (/) I-~ > 0:: w 0... Q :::, (/) _J ::, <( 0 z 0 ~ (/) I-u (/) z :::, LL. <( :e: ::z: 0 -X I-w <( I- 0::: 0 0 a.. z V') ::z: <( <( 0::: I-z l.J... w 0 I-I-::z: w z ::::!E I--0::: <( <( a.. :e: w Cl I <( -::z: 0::: 0 l.J... -X _J <( (_) ii l.J... 0 w I-It <( I-V') BORDER _AST REVISED FLOW FLOW l I l I l 1 l J ) Edge_ of_ Traveled _w_gy ____________________________ _ ----ROADWAY--- PLAN CONFIGURATION FOR SAG POINT INLET (GRAVEL BAG BARRIER) R/W Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 1 2 Ora 55 0.0/0.5 4 1 9 AS BUil T (NO CORRECTIONS ON THIS SHEET) \\ n j) .// 09-24-07 ••~:;orc:s:;7~7', r ' ~Vo/~ ---,'/'. /: ___._ / , CONTRACT No. 1 2-0J4604 RSBISTERED CIVIL vENGINEER DATE //::'/ LOANNA , '~i\ GRAVEL BAG BARRIER (TYPE 3A) SPACING TABLE SLOPE OF ROADWAY (PERCENT) 1 to 4 4 to 6 6 to 8 8 to 1 0 1 O+ INTERVAL BETWEEN BARRIERS (Ft) 1 00 75 50 25 1 2 For slope of less than 1 %, instal I barriers only if erosion/sediment is prevalent q_ / PERSPECTIVE / / .~ Place additional bags on top of /... curb and upstream of Grave I Bag .·• Barrier to prevent over topping. Interval (See Table) C.C.A. DATE 07-25-08 R.E. NAME AJIT UPADHYAYA ic; HUYNH z\ ___ 1 _0_-_2_9_-_0_7 _______ ( .~ 1,1 0 " C 523 86 ~ / ,__P_L_A_N_S_AP_P_R_O_V_A_L_D_A_T_E _____ ....,\ {< E>) 2-31 - 0 * /- T/--/£ STATE OF (ALI~()R/\/lA Q/i ITS OFFl('£RS \ (' I 11 I /J OR _4.:;ENTS Sfl4LL NGT BE PESP0!\/5/BLE /--OR ~~, ---v -_ :;,:~"''<-/ T/-/£ ACC{/f?ACY (JP C()i/PLETENE.5.S (JF ELECT/?CNIC ~" CF ct1L \\':::i ,...,;,/ COPIES OF TI-//S PL;U,/ S/-IEET. ~-----------------,,-, NOTES 1. Place safety cones adjacent to drainage inlet protection. 2. Dimensions may vary to fit field conditions. 3. Instal I a minimum of 3 gravel bag barriers upstream of each drainage inlet to be protected. 4. Position erosion control blanket or geotextile fabric at edge of concrete apron and secure 1n trench. 5. Erosion control blanket/geotextile fabric is not required if the area adjacent to the drainage inlet 1s vegetated or paved. TEMPORARY CONSTRUCTION SITE BEST MANAGEMENT PRACTICE QUANTITIES LOCATION FINLEY Ave TO VIA LIDO VIA LIDO TO NEWPORT BEACH CHANNEL Br TOTAL TEMPORARY DRAINAGE INLET PROTECTION (EA) NORTHBOUND DIRECTION 1 1 4 SOUTHBOUND DIRECTION 2 ---------------------------_____________________________ !____ ◄ --- ROADWAY ► WATER POLLUTION TEMPORARY CONTROL 3/'I /2':JC7 PLAN TEMPORARY DRAINAGE INLET PROTECTION (TYPE 3A) (GRAVEL BAG BARRIER) RELATIVE BORDER SCALE IS 11•1 U1ICHES 0 I I I I 2 I I 3 I DETAILS (TEMPORARY DRAINAGE INLET PROTECTION> NO SCALE WPC-1 USER\IAl1IE -> sl I" 173 Dc:r,1 FILE=> cOj450gbOOLdgn cu 12601 EA 0J4601 co 0 0 ,,, I > 0 c-z ('J I 0 0 L.C,1 ,- 0 0 ,", ,~ II II n 0 I, I w f----I f----f---- 0 0 _J _J Q_ Q_ w w f----= < ~ 0 f---- z r---- C 0 v: I -> t!l ,, cc 0 c-I u: 0) <( -0 . X :r: I'--z 0 >-" ::::J I'--:r: ~ " _J (J) 0 >-w co c.n ~ 0 > w w G~ X -> 'I w c:c: <l 0 X :r: :r: z z >->-::::J ::::J :r: :r: <( <( z z z z <( <( 0 0 _J _J I >->-0 TI TI w I-0 0 <l w w _J z V =' (_) '._) (_) ------i w _J Ul <l w :r: c__) '.:::) '._) X ~ --, 0:: c::t 0 (/} I-~ > 0:: w CL C ::::J (/} _J ::) <( 0 z 0 ~ u, I-u u, z ::::J c::t LL :E ::z: 0 -X I-w -<( I- 0::: 0 0 a.. z V') ::z: c::t -<( 0::: I-z LL w 0 I-I-::z: z w :::::!: I--0::: c::t -<( a.. :E w Cl -<( -::z: 0::: 0 LL -X _J -<( u ii LL 0 w I-l!t -<( I- V') 601D[r? LAST ABBREVIATIONS: (CNB) (OCSD) (SCE) (SCG) CITY OF NEWPORT BEACH ORANGE COUNTY SANITATION DISTRICT SOUTHERN CALIFORNIA EDISON SOUTHERN CALIFORNIA GAS ADJUST WATER VALVE COVER TO (CNB) GRADE # J \ .IQ( I I I I I I I I I ·•... I t 1 ···· I.I ROUTE.55 ADJUST WATER VALVE COVER TO (CNB) I '! I ~"/< GRADE/ · ~ I "'·.. t 'r I •• "··. / / ••• >-w ....J z -LL. II ADJUST MH TO GRADE ( BY OTHERS). . I ./ I I I (SCE) // \ I I ;I 1. ADJUST MH TO GRADE ( BY OTHERS) / ------------~----~ (PACIFIC BELL) ADJUST MH TO GRADE (BY OTHERS) (SCE) ADJUST 105+00 SEWER CLEANOUT TO GRADE i I I e I (OCSD) r I ADJUST I I \ I I I I I I I ~ /ADJUST GAS VALVE COVER ' TO GRADE ( BY OTHERS) ( SCG) I I ADJUST MH TO GRADE (CAL TRANS) I I I ADJUST MH TO GRADE (BY OTHERS)\ (PACIFIC BELL) MH TO GRADE (BY OTHERS) (SCE) THIS PLAN ACCURATE FOR UTILITIES ONLY ri[VIS[D 3/1 /20CJ7 RELATIVE BORDER SCALE IS U,I Il~CHES () 2 3 USERl•JAl1!E => s1 • 11 73 DGN FILE ->cOj460ko001.dc;n Dist COUNTY ROUTE POST MI LES SHEET TOTAL TOTAL PROJECT No. SHEETS 1 2 O,a 55 0.0/0.5 5 1 9 AS BUil T (NO CORRECTJONS ON THJS SHEET) CONTRACT No. 12-0J4604 C.C.A. DATE 07-25-08 R.E. NAME AJIT UPADHYAYA UTILITY PLAN NO SCALE U-1 cu 12601 EA OJ4601 cc 0 0 c. I > c, 1~ Z 0J I • • u; r'- C) 0 II II 0 0 w w f-f- f-f- 0 0 _J _J [L [L w w f-> <( -0 f- z r-- 20 :2 I ~ lD (L 0 c-I ~i (j) ~o X X X X X :r: I'-z 0 >-" ::::J I'-:r: ~ " _J 0) 0 ,~ w co ~/) -0 > LJ w ,n er:: -> w LJ I-er:: 4 0 :r: :r: z z >->-::::J ::::J :r: :r: <! <! z L z z <! <! 0 0 _J _J I >-Cleo >- w co 1-o 0 4w w _J z '£_ =, CJ (_) (_) r----7 _JU! w 4W :r: uo C) ~ --, cc: <( 0 V) I-~ > cc: w 0... C ::::J V) _J ::::, <! 0 z 0 ~ u, I-u u, z ::::J <( LL :E :z: 0 ...... I-w <C I-c::: 0 0 a.. z V) :z: <( <C c::: I-z LL.. w 0 I-I-:z: w z ::::E I--c::: <( <C a.. :E w c:::i I <C ...... :z: c::: 0 LL.. ...... _J <C u LL.. 0 w I-II, <C I- V) SIGN No. 0 ® NOTE: . To ~ ~ Newport Beach - SIGN CODE W20-1 G20-2 ST A TIONARY MOUNTED CONSTRUCTION AREA SIGNS PANEL SIZE 60" X 24" SIGN MESSAGE ROAD WORK END ROAD WORK No. OF POST AND SIZE SIGN LOCATIONS SHOWN ARE APPROXIMATE. EXACT LOCATIONS TO BE DETERMINED BY THE ENGINEER. BORDER _AST REVISED 3/1/2007 No. OF SIGN (EA) 5 2 ' / CD THIS PLAN ACCURATE FOR CONSTRUCTION AREA SIGNS ONLY RELATIVE OCRDER SCALE IS II~ 11,ICHES 0 I I I I ? I I 3 I USERl,JAl,!E = > s 1" 11 73 DGfJ FI LE -> cOj 460 I 0001 , dgn Dist COUNTY ROUTE POST MI LES SHEET TOTAL TOTAL PROJECT No. SHEETS 1 2 55 0.0/0.5 6 1 9 . ~l 09-24-07 1/~;--;:Ess~~,, 11 t,l <-v\1 '"\ CIVIL ENGINEER DATE (( 0 LOANNA \ I .00 HUYNH --\ ('.-:: flo. C 52386 ~I PLANS APPROVAL DATE I"-12 31 Q,Q, -u I 1-------------------1\ E lfC ---'1 I-\{< -/*/, T//L 5F4 r;: 01' CAL I:-CJ1?11/lA 0/? ITS OFFlLYl?S \., SJ' C: I\/ I l/ , / OR ACENTS ~HALL /\/OT BE li'ESPO!VSlBLE F(J!? ~ '-1r // T/-/E 4CC!_/f?4CY OP COl/PLETE/VESS OF ELECTRO/\!lC ~;;___9!_ CAL ___________ ,.../_/ CG'r'lE:Y OF T/-!/5 PLA/1/ SHEET. 10-29-07 AS BUil T (NO CORRECTIONS ON THIS SHEET) CONTRACT No. 12-0J4604 C.C.A. DATE 07-25-08 R.E. NAME AJIT UPADHYAYA COSTA MESA CONSTRUCTION AREA SIGNS NO SCALE CS-1 cu 12601 EA OJ4601 JC C_) C._) ,0,J I > 0 r~ L C-J I " " en r---- ·CJ 0 A h II II 0 0 w w f--f-- f--f-- C, C) _J __J o_ ,, w w f--= <1 -0 f-- z r-- 0 0 J) I ~ (D :cc 0 - I ~i (j) ~ 0 X X X X X :r: z >-::::, :r: _J >-m 0 w Ul > w CL :r: z >-::::, :r: <I: z z <I: 0 _J I >-Oc w 1-c <lu_ _J z :::J CJ CJ r- _J Ul <J LL ·0C 0:: 0 [/) ~ > 0:: w o_ ::J [/) _J <I: z 0 ~ I-u z ::::, LL :z 0 -I- <C I-c::: 0 a.. V') :z <C c::: I- LL 0 I-:z w :::::i: I-c::: <C a.. w c::::, <C -:z c::: 0 LL -_J <C u LL 0 w 1- <C I-V) r---- 0 '-r---- ~ '-CY, 0 w l/) > w CL w I- <l 0 :r: z >-::::, :r: <I: z z <I: 0 _J >-m r-,, w 'L u w :r: U' ~ --, <( I- C ::> 0 u, u, <( :E w 0 z <( z w I-z -<( :E NOTES: 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. 3. DURING THE CONNECTOR CLOSURE, THE PMCS SHOULD READ AS FOLLOWS: N-55 TO S-1 CLOSED USE W BALBOA To Newport Beach CLOSURE: NB Rte 55 TO SB Rte 1 DETOUR: LEFT ON W BALBOA Blvd DETOUR t SC3 1 G28-2 lsouTHI M3-3 0 CONNECTOR 1 SOUTH 0 BORDER LAST REVISED 3/1/2007 M4-10 (LT) G28-2 M3-3 ) / CD J THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY RELATIVE 30RDER SCALE IS H,J INCHES 0 3 AS BUil T (NO CORRECTJONS ON THJS SHEET) CONTRACT No. 12-0J4604 C.C.A. DATE 07-25-08 R.E. NAME AJIT UPADHYAYA LEGEND: ... Dis-t COUNTY ROUTE POST Ml LES SHEET TOTAL TOTAL PROJECT No. SHEETS 1 2 Ora 55 0.0/0.5 7 DIRECTION OF TRAVEL THROUGH DETOUR CONSTRUCTION AREA SIGN (DETOUR), PORTABLE CHANGEABLE MESSAGE SIGN CONSTRUCTION AREA SIGN (DETOUR) CONNECTOR OR RAMP CLOSURE To Costa Mesa 1-POST 1 9 TRAFFIC HANDLING (DETOUR> PLAN NO SCALE TH-1 LSERNAME -)s"11173 □c:r-I FILE=> co:4sOmd001 .dgr1 cu 12601 EA OJ4601 ~() 0 0 ,-'-J I > CJ C'-z "J I .. Lll r~ 0 0 /', -" II II 0 LJ w w I I- I-I- 0 u _J _J D_ D_ w w I-2 <I 0 I- 36 _n I ~ <..0 CL Q - I :2 0) ~ 0 X X X X X I z >-:::J I _J > OJ -, w J) > w LL I z >- :::J I <l'. z z <l'. 0 _J I >-L'OJ LL f-u <Cw =-z -' (_J u~ _If) <tW (_)LJ 0:: 0 l/) ~ > 0:: w Q_ :::J l/) _J <l'. z 0 ~ f-u z :::J LL. ::z: 0 -I- <C I-c::: 0 a... V) ::z: <C c::: I- LL.. 0 I-::z: LJ..J :::::;;; I-c::: <C a... LJ..J c:::::> <C -::z: c::: 0 LL.. -_J <C u LL.. 0 LJ..J I- <C I- V) r- 0 '-r- ~ '-0) 0 w v, > w LL w f- <( 0 I z >- :::J I <l'. z z <l'. 0 _J \~ OJ 0 w ~ u w :r: lJ ~ --, <C I- C ::::, 0 u, u, <C :E w 0 z <C z w I-z -<C :E I It CLOSURE: SB Rte 1 TO NB Rte 55 CONNECTOR DETOUR: LEFT ON SUPERIOR Ave AND RIGHT ON HOSPITAL Rd To Newport Beach NOTE: DUR I NG THE CONNECTOR CLOSURE, THE PMCS SHOULD READ AS FOLLOWS: S-1 TO N-55 CLOSED USE SUPERIOR M4-10 (RT) DETOUR t 55 G28-2 55 0 0 BORDER LAST REVISED 3/1 /2C07 SC3 G28-2 55 0 ( ) CD i NEWPORT BEACH M4-10 (LT) G28-2 Di s1" 1 2 COUNTY ROUTE POST MILES TOTAL PROJECT Ora 55 0.0/0.5 10-29-07 AS BUil T (NO CORRECTIONS ON THIS SHEET) CONTRACT No. 12-0J4604 C.C.A. DATE 07-25-08 R.E. NAME AJIT UPADHYAYA To Costa Mesa TRAFFIC HANDLING (DETOUR) PLAN SHEET TOTAL No. SHEETS 8 1 9 THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY NO SCALE TH-2 RELATIVE CORDER SCALE IS [l,J [\JC-ES 3 USERNAl1lE -' s 1, 11 73 CGN FILE-> c0j460md002.dg7 cu 12601 EA OJ4601 cc c,, I > C) l'- L C''sl I ,, L(; l'- C 0 ~ /', II II 0 0 w w r-r-r-r- C> 0 _J _J Q_ Q_ w w r-= 4 0 r- z r-- 0 0 U) I > li) w [L 0 c-I U) 0) ✓ -" 0 X X X X X :r: z >-:::J :r: _J >- OJ 0 w v-:- ::::> w cc :r: z >-:::J :r: <( z z <( 0 _J I >---- 00J w 1-o <l w _Jz =:i ( r) CJ,=, _J co <t w uo a: 0 (/) ~ > a: w (L :::J (/) _J <( z 0 1-u z :::J LL :z: 0 -1-- <C f-0::: 0 a.. V, :z: <C 0::: f- LL 0 f-:z: w :::::.: f- 0::: <C a.. w c:::::i <C -:z: 0::: 0 LL -_J <C u LL 0 w f- <C f-V, r---- 0 '-r---- ~ '-0) 0 w en > w cc w I <( 0 :r: z >-:::J :r: <( z z <( 0 _J >- OJ 0 w 'L u w :r: u -..., <( I- C ::::, 0 en en <( :E w 0 z <( z w I-z -<( :E ii It B0RD[R CLOSURE: SB Rte 1 TO SB Rte 55 CONNECTOR DETOUR: RIGHT ON w BALBOA Blvd To .. Newport Beach NOTE: DURING THE CONNECTOR CLOSURE, THE PMCS SHOULD READ AS FOLLOWS: S-1 TO S-55 CLOSED USE W BALBOA cr:,&U:Ul"'@-U'llli,7r.)) 5 5 0 LAS-R[VIS[D 3/1/2007 M4-10 (RT) DETOUR t c~Ull'©il"oMJ~ G28-2 5 5 0 SC3 G28-2 ) > CD j_ NEWPORT BEACH THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY RELATIVE BORDER SCALE IS :\I INCHES 0 2 3 LIS C: RN Af,I E = > s 1 1 " 1 7 3 nc;1,J FI I F -> cOj 01 GOmc10CJ:L c1qn TRAFFIC Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 1 2 Ora 55 0.0/0.5 9 1 9 Cj;:=====~~L-':-:':~====~o 9-2 4 - 0 7 /(/;~-;-_E E_s_s_ """ !STEREO _1~0_-_2_9_-_0_7 _________ (; llo, C 52 3 86 __ P_L_A_N_S_A_P_P_R_o_v_A_L_D_A_T_E _______ \ -i, F><p1,2-31-0 * 1 THE STATE OF C4LlFOR/\/lA GR /TS OFl-lCE/?S ~s-CIVIL /'j OP AGE/1/TS Si--!AL!_ hOT BE .RESP()/VSlBLE FOR ~/;,-It~-----0-"v// THE ACCl/94[,V OR [OAll:;I_EFE/\/£55 a~ ELECTf?O/\/IC ~~~ or CAL fiO:/./ ['GPiE5 OF TH/5 P'LA/V SHEET. ------------- AS BUil T (NO CORRECTIONS ON THIS SHEET) CONTRACT No. 12-0J4604 C.C.A. DATE 07-25-08 R.E. NAME AJIT UPADHYAYA To Costa Mesa HANDLING PLAN (DETOUR) NO SCALE T H -3 cu 1 2601 EA OJ4601 co 0 0 ,:>,J I > C) c-z ca I ' 0 U) c- 0 0 /', I II 0 0 w w I-I- I-I- CJ C) _J I o_ o_ w w I-2 <( 0 I- z r--D 0 // I -> <.r) w cc 0 c-I // (j) <C ~ 0 X X X X X :r: z >-::J :r: _J > m r, w er:, > w cc: :r: z >-::J :r: <C z z <C 0 _J I >- U CJ w 1-u <rw _J 7 :::J CJ ( _ _) >------a _J Ul <(W (__) u 0:: 0 (/} ~ > 0:: w Q_ ::J (/} LJ <C z 0 1-u z ::J LL. :z: 0 -I- <( I-c::: 0 0.... U') :z <( c::: I- LL.. 0 I-:z LJ..J ::::;;; I-c::: <( 0.... LJ..J c:::::i <( -:z c::: 0 LL.. -_J <( u LL.. 0 LJ..J I- <( I- U') r-- 0 ' r-- ~ ' m 0 w G0 > w cc: w I- < 0 :r: z >- ::J :r: <C z z <C 0 LJ >-m 0 LJ 'L u LJ u ~ --, <t I- C ::) 0 u, u, <t :iE w 0 z <t z w I-z -<t :iE I Lt CLOSURE: NB Rte 1 TO SB Rte 55 CONNECTOR DETOUR: RIGHT ON SUPERIOR Ave, RIGHT ON HOSPITAL Rd To .. Newport Beach NOTE: DURING THE CONNECTOR CLOSURE, THE PMCS SHOULD READ AS FOLLOWS: N-1 TO S-55 CLOSED USE SUPERIOR icffe:J,IIF©J!l!f&J4 5 5 ® M4-10 (RT) DETOUR t @ffes(b-01.l"©,['llk,7(1-A', G28-2 5 5 ® BOlDEl LAST lEVISED 3/1/2007 SC3 G28-2 ) > ED i THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY RELATIVE □ORDER SCALE IS rn 11,JCHES C) 3 USERt,IAME => s' 11173 os,,1 FILE-> co:4somc004,dgn Dis-t 1 2 COUNTY ROUTE Ora 55 POST MILES TOTAL PROJECT 0.0/0. 5 AS BUil T (NO CORRECTIONS ON THIS SHEET) CONTRACT No. 1 2-0J4604 C.C.A. DATE 07-25-08 R.E. NAME AJ IT UPADHYAYA To Costa Mesa SHEET TOTAL No. SHEETS 1 0 1 9 TRAFFIC HANDLING (DETOUR> PLAN NO SCALE TH-4 cu 12601 EA OJ4601 en C) c, N I > C~J I...._ L C'"I I , , _(J I'- ,:=) 0 /C II II 0 0 w w r-r-r-r- C) ,:_-) __J __J Q_ Q_ w w r-= 4 0 r- z r- 0 0 c0 I > lO ~ Q'. 0 e--I c0 0) 4 -" 0 X :r: r---z 0 >-'-:::) r---:r: ~ '-_J 0) C >-LL a:i l/1 ~ 0 > w LL (_/) cc ~ > LL w I-er: <1 C X :r: :r: z z >->-:::) :::) :r: :r: <1'. <1'. z z z z <1'. <1'. 0 0 _J _J I >-;-Occ r·-1 w 1-c 0 <1 LL w _JL ::::;:::_ =:i (_:) u (_) t-- _J (./---:: w <1 LL :r: UC u X ~ --, 0::: <C 0 V, I-~ > 0::: w o_ C :::) V, _J ::::, <1'. 0 z 0 ~ (,/) I-u (,/) z :::) <C LL :E ::z: 0 -X I- <( w I-c::: 0 0 CL. z V) ::z: <C <( c::: I-z LL w 0 I-I-::z: UJ z ::::;; I--c::: <C <( CL. :E UJ c::::i I <( -::z: c::: 0 LL -X __J <( u LL 0 UJ I-t <( I- V) CONSTRUCTION AREA SIGNS (DETOUR) SIGN NO. ® ® STATIONARY SIGN CODE SC3 G28-2 M3-3 M4-10(LT) G28-2 M3-3 M4-10(RT) G28-2 SC3 G28-2 M4-10(RT) G28-2 M4-10(RT) D3 PANEL SIZE 2 4 II X 1 2 II 30 11 X 24 11 2 4 II X 1 2 II 2 4 II X 1 2 II 30 11 X 24 II 2 4 II X 1 2 II 2 4 II X 1 2 II 30 11 X 24 11 2 4 II X 1 2 II 30 11 X 24 11 2 4 II X 1 2 II 30 11 X 24 11 2 4 II X 1 2 II 30 11 X 24 11 MOUNTED* NO. OF POST AND SIZE 1-411 X 611 1-411 X 611 1-411 X 611 1-4 11 X 6 11 1-4 11 X 611 1-4 11 X 6 11 FOR ADDITIONAL CONSTRUCTION AREA SIGNS, SEE SHEET CS-1 *MAY BE PORTABLE To ... Newport Beach - NOTE: DURING THE CONNECTOR CLOSURE, THE PMCS SHOULD READ AS FOLLOWS: OLD NEWPORT CLOSED USE HOSPITAL Rd IPCMS-51 DETOUR M4-10 (Rt) OLD NEWPORT BLVD D-3 I NO. OF SIGNS 4 1 4 1 2 1 2 THIS PLAN ACCURATE FOR TRAFFIC HANDLING ONLY RELATIVE BORDER SCALE 0 2 3 ) ) AS BUil T (NO CORRECTJONS ON THJS SHEET) CONTRACT No. 12-0J4604 C.C.A. DATE R.E. NAME ED 07-25-08 AJIT UPADHYAYA Dist COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 1 2 55 0.0/0.5 1 1 1 9 , CLOSURE: NB Rte 55 TO OLD NEWPORT Blvd DETOUR: RIGHT ON HOSPITAL Rd, RIGHT ON OLD NEWPORT Blvd To Costa Mesa TRAFFIC HANDLING (DETOUR> PLAN NO SCALE TH-5 I USERt,AlvlE = > s I I I 1 73 lr.1J12601 I FA 0,J4fi01 co 0 0 l'J I > C· c--:z hi I .. LC) l- 0 0 /. / II I 0 C: w LL I-I- I-I- 0 C _J - [L [L w I' I-> < -0 I- z r---,:=: 0 ,r I > <J) ~ n· 0 I I u, cri <C -0 . X X X X X I'--:r: 0 z '->-(l) :::) N :r: '-0 _J ~ 0 >-w CD V} ~ 0 > w w U) LL. ~ > w w f----,,, <( 0 :r: :r: z z >->-:::) :::) :r: :r: <( <( z z z z <( <( 0 0 _J _J I >->-Dr-r1 CD w I 0 0 ..---...::::w w _J 7 "' 7 C.1 ( ' u~ _J (.n w <.:::::w :r: (_) 0 u ~ --, 0::: <( 0 l/l I-~ > 0::: w LL. C :::) l/l _J ::) <( 0 z 0 ~ Cl) f----u Cl) z :::) <( LL. :i: :z: 0 -f-w <C f- 0::: 0 0 a... z (./) :z: <( <C 0::: f-z l..J.... w 0 f-I-:z: L.J.J z :::::.: f--0::: <( <C a... :i: L.J.J Cl <C - DETAIL A (Typ) NOTE: a: LD f- s:J" CJ) + +-0) (f) 0) •-x w z 0 --:,· (I) > <( >-w _J z -LL ' ' ·.u.l\., \--(' ' ::, \ o· ' ,..,, J u-' 1'® / I I WHITE LIMIT LINE Exist R2-1 (30) Exist R3-3 "T -I -;,. _--1--/.L I l__ -/ I ii ,--/-; I I I I I I I I I I l 1 // I I/ I I I I I 1 1/ I I/ // ~B / // §j/1 /; II I I ;/ 0_} 1' WHITE LIMIT LINE F1'WHITE I \ LIMIT LINE Exist W4-2 I \ I \ 10S+o ---1 REMOVE ROADSIDE SIGN PANEL INSTALL SIGN (STRAP & SADDLE BRACKET METHOD) (G28-2(CA) & M2-1) r :,- 1--/ f I I I I I II I I I I ill I I 1®-J11 IQ-) / 9M 1 / V I I I I I ~I I ~ I I I Exist R3-7R :z: 1. RESTRIPE 0::: TRAFFIC STRIPE AND PAVEMENT MARKING AT LOCAL STREETS WITHOUT REMOVING EXISTING. 0 l..J.... -_J <C u I l..J.... 0 L.J.J f-t <C f-(./) BORDER LAST REVISED 3/112007 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION AND SIGNS ONLY RELATIVE BORDER SCALE IS Ill [l,JSHES 0 2 ) Di ST COUNTY ROUTE POST MI LES SHEET TOTAL TOTAL PROJECT No. SHEETS 12 O,a 55 0.0/0.5 1 2 1 9 AS BUil T (NO CORRECTIONS ON THIS SHEET) CONTRACT No. 12-0J4604 C.C.A. DATE 07-25-08 R.E. NAME AJIT UPADHYAYA / /~REMOVE ROADSIDE SIGN PANEL (W9-2) •f// INSTALL SIGN (STRAP & SADDLE BRACKET METHOD) (W9-1) N w 0... a: f- CJ) N +-+ (f) 0) •- 0 X ~w z ~ 0 J -- ' I I I I I I I I I I I Exist SW26(CA) Mod _J 3 REMOVE ROADSIDE SIGN PANEL INSTALL SIGN PANEL ON EXISTING POST (W11-2 & W1 -6R) JS ERNA l,E = > s 1 I I I 7:::; o:::;1,J FI LE = > cOj 460nci001. cg-, 12s+oo - LEGEND @ DETAIL No. ( NO ) THERMOPLASTIC ARROW, TYPE S STOP OR SIGNAL A AHEAD 50' II o o o o o o o o o II w TYP DETAIL A 1· [I 48' 3'-4" --~----poa ·1 ooa [I 1 .. 8, -6~'1 .. 7,. I .. 1 7' ·I" 7' ·lll'-6~I - ------_____ ;_ ----------- PAVEMENT DELINEATION AND SIGN PLAN NO SCALE PD-1 cu 12601 EA OJ4601 co 0 0 C'-J I > 0 (- 7 C"J I • • L.'l 1--- 0 0 C 0 LL W f-I f-f----c 0 -_J LL. o_ LL W f-= <I ' C' f- z r--- 2 O ~ I ~ (j) "'N c-I :] 0 ' ~ Dist COUNTY ROUTE POST Ml LES SHEET TOTAL TOTAL PROJECT No. SHEETS ABBREVIATIONS: 1 2 Ora 55 0.0/0.5 1 3 1 9 . ~ RETRO: RETROREFLECTIVE t!:t~ - - 10-29-07 //</-fcSS ',," AS BUil T /,0 ', Non: NON-RELECTIVE !STEREO CIVIL ENGINEER DATE /4:f" LOANNA \ X (NO CORRECTIONS ON THIS SHEET) I,, HUYNH ,-1) CONTRACT No. 12-0J4604 10-29-07 (~ 11n, C 52386 ~ C.C.A. DATE 07-25-08 PLANS APPROVAL DATE \ -I< xp1,2-31-0 * /- R.E. NAME AJIT UPADHYAYA I'-lHE Sl4TE or C4LlFO/?!vl4 01? JlS OFl"iCE/?S \ s CIVIL/ j' OR A "!--VIS c.,>1,4' / vor Hie" f?:CCn/W(-TB/ E CQR ~-/-✓ ,,"<:-<, :r: 0 l,~1. _,; L_ I I UL c_._)/,_,-1/~·J L ; , ~/)j--!('V--'/ z '-T//L .4CCUR4CY OR {Oi!PLLIL/VL!:S or LLL[ll?ONlC ""--~ or CA'1.-rt0 ,,.,,/ >-0) COPIES {)F lH/5 PLAN 5hEEl,, -------------::::i N :r: '-0 __J ~ 0 >-w PAVEMENT DELINEATION QUANTITIES CD Ln ~ 0 > w w if) 0:: ~ > w w I-PAVEMENT 0:: <] 0 THERMOPLASTIC TRAFFIC STRIPE MARKER PAVEMENT MARKER (NON-(RETROREFLECTIVE) THERMOPLASTIC PAVEMENT MARKING X LOCATION LENGTH 8,9M 21 25A 27B DETAIL A 40 37 38,38B REFLECTIVE) :r: :r: 411 BROKEN 4 II 811 BROKEN z z 4 II SOLID 411 SOLID 411 SOLID 411 SOLID BROKEN 811 SOLID DIAGONAL, >->-TYPE G ::::i ::::i (17-7) ( 6-1 ) ( 1 2-3) TYPE A TYPE H ARROW PARKING CROSSWALK WORD :r: :r: YELLOW YELLOW WHITE WHITE WHITE CHEVRON WHITE WHITE WHITE <( <( z z Ft LF LF LF LF LF LF LF LF EA EA EA SOFT SOFT SOFT SOFT SOFT z z <( <( 0 0 __J __J FINLEY Ave TO NEWPORT BEACH CHANNEL Br 977 2040 1 80 780 500 1000 11 2 290 820 574 128 69 507 1 1 . 7 1149 70 66 NEWPORT BEACH CHANNEL Br TO 250 250 31 20 OLD NEWPORT BOULEVARD OFF RAMP 250 63 I >-SUBTOTAL 2290 1 80 780 500 1 000 11 2 290 1070 605 148 69 507 1 1 . 7 1149 70 129 Om >- w cc -o C' <( w LL TOTAL 2290 2460 11 2 290 1070 605 217 1 866. 7 _Jz :::J l'.) 'L ~-) r----7 C _J (_f;-LL <[ w :r: uo C X ~ --, SIGN QUANTITIES 0:: <C 0 (f) I-~ > 0:: w GRAFFITI CL C INSTALL FURNISH ::::i BACKGROUND LEGEND (f) REMOVE INSTALL SIGN 0 ::, SIGN PANEL ROADSIDE SINGLE SHEET w FILM __J u <( 0 ROADSIDE (STRAP & SADDLE <t z SIGN PANEL ALUMINUM SIGN LL w w 0 CODE SIZE 0 ~ CJ) LOCATION Q_ 0... a:: I-BRACKET METHOD) w SHEETING 0 >-SHEETING 0 >-<t u CJ) SIGN PANEL ON EXISTING POST ( 0. 06 311 -UNFRAMED) _J a:: I-a:: f-0 z ::::i (.'.) I-I-z LL <C z COLOR w 2 COLOR w 2 <t -a:: I-a:: f-I- :E EA EA EA SOFT l/) l/) l/) l/) <t <t G28-2(CA) 24 11 X 25 11 1 1 4. 1 7 X GREEN I I I WHITE I I I X ::z: VIA LIDO TO NEWPORT BEACH CHANNEL Br 0 1 511 X 21 II ........ M2-1 1 1 2.20 X WHITE I I I WHITE I I I X f-X <C w f- 0:: 0 W9-2 Exist 1 0 c.... z VIA LIDO TO NEWPORT BEACH CHANNEL Br (/') ::z: <C W9-1 4 811 X 4 8 II 1 1 6. 00 YELLOW I I I BLACK Non X <C X 0:: f-z LL w NEWPORT BEACH CHANNEL Br TO W11 -2 4 811 X 4 8 II 1 1 1 6. 00 X YELLOW I I BLACK Non X 0 f-I-OLD NEWPORT BOULEVARD OFF RAMP 24 11 X 4 811 1 1 8.00 YELLOW I I BLACK Non ::z: z W1-6R X X CD w C) ::::::iE C) f--C, 0:: <C TOTAL 5 2 3 46. 37 I <C > c.... or~ w :E L N I 00 Cl LJ") I'-- 0 0 I ~ ,,., II II <C 0 0 w w ........ f----I-::z: f----f----0:: 0 0 0 __J __J LL n Q_ ........ _J PAVEMENT DELINEATION AND SIGN QUANTITIES w w X <C f-----= u <( ~ D I- LL z r-0 :::: 0 V, I w PDQ-1 ~O'> f-t <C er N f-c-I (/') ~o -" ~ . RELATIVE BORDER SCALE 0 2 3 LSERNAME =>s11 173 cu 1 2601 EA OJ4601 BORJER LAST REVISEC :'.,/1 /?007 IS I I~ 11,JCHES I I I Jl:~1 f-I Le_ => c,Oj 4bCnc:001 ,clc~Jr X :r: r----z 0 >-" ::::J r----:r: ~ " _J en 0 >-w co (f:, ~ 0 > w w vi Q'. ~ > I, I w I- Q'. <[ 0 X :r: :r: z z >->-::::J ::::J :r: :r: <t: <t: z z z z <t: <t: 0 0 _J _J I :~ >-Oc o:l w 1-c 0 <::J LL w _J z ~ =i (_j u C.J ,___ _Ju; I, I <lLL :r: ( ' UC ~ X ~ --, 0: c:i: 0 V) I-~ > 0: w (L C ::::J V) _J ::, <t: 0 z 0 ~ Cl') I-u Cl') z ::::J LL c:i: :E: :z: 0 -X I-w < I-c::: 0 0 Q_ z V) :z: c:i: < c::: I-z LL w 0 I-I-:z: w z ::::;;; I--= c:i: < Q_ :E: w Cl I < -:z: c::: 0 LL -X _J < u LL 0 w I-t < I-U') BORDER L.A.ST REVISED ABBREVIATIONS: OCSD: ORANGE COUNTY SANITATION DISTRICT CNB : CITY OF NEWPORT BEACH LOCATION FINLEY Ave TO NEWPORT BEACH CHANNEL Br SUBTOTAL TOTAL LOCATION FINLEY Ave TO NEWPORT BEACH CHANNEL Br NEWPORT BEACH CHANNEL Br TO OLD NEWPORT BOULEVARD OFF RAMP TOTAL 3/1/2007 UTILITY QUANTITIES ADJUST MANHOLE TO GRADE APPROXIMATE STATION LIMIT (STORM DRAIN) (OCSD) EA EA STA 99+45 TO 109+22 1 3 1 3 4 ROADWAY QUANTITIES TYPICAL APPROXIMATE APPROXIMATE STATION LIMIT STA 99+45 TO 109+22 STA 123+50 TO 126+00 PAVEMENT WIDTH Ft Var 78 I -98 I 1 2 RELATIVE 30RDER SCALE IS I~I ItlCHES LENGTH Ft 977 250 0 I I I ADJUST SEWER CLEANOUT TO GRADE ( OCSD) EA 2 2 2 RUBBERIZED ASPHALT CONC (TYPE G) I TON 1 290 45 1 335 2 I I j I ADJUST WATER VALVE COVER TO GRADE (CNB) EA 3 3 3 ASPHALTIC COLD PLANE EMULSION AC PAVEMENT (PAINT BINDER) ( 0.2') TON SOYD 2.6 9552 0. 1 333 2.7 9885 LSERNAME => s 1117-:l DU~ FILE =>c0>'16Cpc001,dgr Di s-t-COUNTY ROUTE POST MI LES SHEET TOTAL TOTAL PROJECT No. SHEETS 1 2 Ora 55 0.0/0. 5 T/--/E STA TE OF C4L/FORNl4 0/? iTS a~FlCt.7?5 OR A6'£/\/T5 ShALL NOT BE /i'E:;;~P(Jf\lSJBLE FOR AS BUil T (NO CORRECTIONS ON THIS SHEET) CONTRACT No. 1 2-0J4604 C.C.A. DATE 07-25-08 R.E. NAME AJIT UPADHYAYA 1 4 SUMMARY OF QUANTITIES Q-1 cu 12601 EA OJ4601 1 9 CJ f'-- Z ~I I " " m r- ·8 0 LJ 0 w w I-I- I-1-u C_) _J __J o_ o_ w w I-2 <l ~ 0 I- z r--- 2 O ~ I ~ lD °' 0 - I 1 m '10 X X X X X C) z I'-- 0 0 ::, '--0::: 0 I-r<) . '--> OCJ . > 0 >-w m vl 0 > w w VJ cc: > w w I-cc: <( 0 0:: ('.) <( z ~ 0 > ::, __J 0:: <( I- l/l <( ~ l/l u l/l z w <( z 0:: <( LL > I >->-OOJ --n w 1-o 0 <( w w _J L 'L _),~ u u~ _JU/ w <( w :r: Ul1 u 0:: 0 l/l -~ ::E a: > 0:: w <C ::!: Q_ ::, a: <C l/l __J ::c a: <( <C ::c z 0 ::c <C ~ I-(I) ::c u z (I) ::, LL = 0 ~ f- <C f- 0::: 0 o_ z C, -(I) V) = w <C 0::: C f- LL 0 f-= ...I <C 0 LLJ -:::,;;: f-a: 0::: <C I- o_ LLJ 0 Cl w ...I w <C ~ = 0::: 0 LL ~ _J <C (__) LL 0 LLJ f- <C f- V) di NOTES: (THIS SHEET) 1. THE CONTRACTOR SHALL VERIFY EXACT LOCATION OF EXISTING LOOPS PRIOR TO CUTTING NEW ONES. 2. m 0 DISTANCE AND LOCATION OF EXISTING LOOPS SHOWN ARE APPROXIMATE. IAsl EXISTING LOOPS. SPLICE NEW LOOP WIRES TO EXISTING die. EXISTING MODEL 170 CONTROLLER ASSEMBLY . (I) > <( >-w __J z ..... u.. ROUTE 55 NOTE: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY 0 2 BORDER LAST REVISED 3/1/2007 RELATIVE BORDER SCALE IS rn I\ICHES j Di s-t-COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 1 2 O,a 55 0.0/0. 5 1 5 1 9 AS BUil T (NO CORRECTIONS ON THIS SHEET) CONTRACT No. 12-0J4604 C.C.A. DATE 07-25-08 R.E. NAME AJIT UPADHYAYA INDUCTIVE LOOP DETECTOR NO SCALE E-1 IJSER~l/\,ME => s111173 DG~I 1IL[ => c0j460uciC01.dq~1 cu 12390 EA OJ4601 co 0 CJ N I > I C • LF1 l'-- O O co LL W I-I- I-1-cu _J Q_ cc: LL W I-> <( ~ C I- z r---So '.:2 I ~ LD CL Q c-I :2 0) 'O STANDARD TYPES ELECTROLIERS * High mast light pole -Double Arm lighting standard Q------o ©------o J I (c-----------<o 1 5, 1 50 1 5 STRUCTURE 21, 21 D STRUCTURE Existing electro I ier ~ Electro I ier foundation (Future installation) 0-------o ~ 30 31 NOTES: 1 . L u m i n a i res s ha I I be 31 O W HP S when installed on Type 21, 21 D, 30, 31, 32 1 35 and 36-20A Standards, unless otherwise specified. Luminaires shal I be 200 W ~-------10 32 HPS when installed on other type standards or poles, unless otherwise specified. ~ 35 2. Luminaires shal I be the cutoff type, ()>--------10 36-20A ANSI Type ill medium cutoff lighting distribution, unless otherwise specified. 3. Va1-iations noted adjacent to symbol on pr-oject plans. 0----o Electro I ier (see project notes or project plans) ~ Lum i noire on wood po I e @] ~ ~ @§] @] @] @BJ ~ @] ~ IPECI IPEUI ~ ~ ~ ~ ~ [ill §] ~ STANDARD NOTES: Abandon. If applied to conduit, remove conductors. lnstal I pul I box in existing conduit run. Pedestrian barricade, type as indicated on p I an. Instal I conduit into existing pul I box. Connect new and existing conduit. Remove existing conductors and instal I conductors as indicated. Conduit to remain fo1-future use. Remove conductors. Instal I pul I wi1-e or rope. Detector handhole. Foundation to be abandoned. Instal I sign or1 signal mast arm. No slip base on standard. Photoe I ectr i c contra I. Photoelectric unit. Equipment or m(Jteriol to be remove,j (]n(j become the property of the Contractor. Remove e I ectro I ier, fuses and ba 11 ast. 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 ba I I ast. ITSPI Telephone service point. I DJ c,T r:Ol.lNTY nrnn, I 'L6 I IIM I L L '.:, ::; 1 ILL I I O I AL TOT/IL F'RO,JECT l✓O. •:,HEET'c, 1 2 Ora 55 550.0/0. 5 16 19 ABBREVIATIONS AND EQUIPMENT DESIGNATIONS PROPOSED EXISTING BBS bbs BC be C C CCTV cctv CKT ckt CMS ems DLC die EMS ems EVC eve EVD evd FB fb FBCA fbco FBS fbs FO fo G G GFCI GFCI HAR har HEX hex HPS hps I ISNS 11sns l SL is I LED led LMA Ima LPS lps LTG ltg LUM lum MAT mat MAS mas MAS-4A mas-4A MAS-4B mas-4B MAS-4C mas-4C MAS-SA mas-SA MAS-5B mas-5B MC me M/M mlm MT mt MTG mtg mv N N NC NC NO NO PB pb PEC pee PED ped PEU peu PPB ppb RL RM 1-m SB sb SIC sic SIG sig SMA sma SNS sns SP sp TDC tdc TMS tms TOS tos VEH veh XFMR xfmr COMM comm RWIS rwi s Battery backup system Bolt circle Conduit Closed circuit television Circuit Changeable message sign Loop detector lead-in cable Ext inguishab I e message s I gn Emergency vehicle cable Emergency vehicle detector FI ashing beacon Flashing beacon cont1-ol assembly Flashing beacon with slip base Fiber optic Ground (Equipment Grounding Conductor) Ground fault circuit Interrupt Highway advisory radfo Hexagonal High pressure sodium Inte1-nally illuminated street name sign Induction sign lighting Light emitting diode Luminaire most arm Low pressure sodium Lighting Luminaire Most 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 signal section Mercury contoctor Multiple to multiple transformer Conduit with pull wire or rope only Mounting Mercury vapor lighting fixture Neutra I ( Grounded Conductor) Normally closed Norma 11 y open Pul I box Photoelectric control (Type I, II, III, Nor Jl as shown) Pedestrian Photoelectric unit Pedestrian push button Relocated equipment Ramp rneteri ng SI i p base Si gna I interconnect cab I e Siqnal Signal mast arm Street name sign Service point Telephone demarcation cabinet Traffic monitoring station Traffic Operations System Vehicle Transformer Communication Roadway weather information system October 5, 2007 l'LAl>L Al'l'l10VAI [)/\TE I he S!ofc of" Col!J"orfd(! or tr,_, o!Ih:(.y/_, or agents sf)(]// not /Je responsiNe for tile accuracy or co111pldcnc.\'.:,•; of dcclronlc c:op!us or ll!ls plun shx.I. To accompany plans dated __ 1_0_-_2_9_-_0_7 __ SOFFIT AND WALL MOUNTED LUMINAIRES .-0 -+--0 .J <1--Q9 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 luminaire to remain unmodified. Existing soffit or wal I luminaire to be modified as specified. NOTE: Arrow indicates "street side" of luminalre. AS BUil T (NO CORRECTIONS ON THIS SHEET) CONTRACT No. 12-0J4604 C.C.A. DATE 07-25-08 R.E. NAME AJIT UPADHYAYA 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. REVISED STANDARD PLAN RSP ES-1A I\) 0 0 O') :a m < -(/') m C Ch -I l> z C )> :a C .,, r- )> z JJ Ch .,, m (/') I .... J> cc C C rs I > C z '· I •• L(';, c; C. II I D (-~ LJ f- f--- 0 • _J c_ LJ I< f--- <( 0 PROPOSED ----- -c--- -T---- -F---- -FO--- ------:j PROPOSED OH ---- u CONDUIT EXISTING -c----- -t----- -f----- -fo ---- - -~ SERVICE EXISTING oh ---- , ---, U -""1 I-- I I --~--I I I I ' I < I / I '£._ __ _! I I I t I I I Lighting Conduit, unless otherwise lndlcated or noted Traffic signal conduit Communication conduit Telephone conduit Fiber optic conduit Conduit termination Conduit riser in/on structure or se1~vIce pole EQUIPMENT Overhead Ii nes Wood pole "U" indicates ut i I ity owned Pole guy with anchor Ut i 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 PROPOSED ~ti I i ~ * ~ Type of installation H SERVICE -28'-10" Pole height above grade ILLUMINATED OVERHEAD SIGN EXISTING -I -1 -1 ,-, I I I I I I I ,.. \ I ,.. 'ii I I I l, .i I I,, ;I I I I I I I I I L _ I_ I_ "j ,, 'J • A I I I I I I Vj <, -' I I ' I I I ' - ' ' ~ A ~ .-1 " Overhead sign -Single post Overhead sign -Two post Overhead sign -Mounted on stI~uctur-e Overhead sign with electI~0I ier PROPOSED I I It--- I I I I ......+-- P V ~ ~ ,.J P(hT Ml IF", 1',HFFT TOT/II SIGNAL EQUIPMENT Ll l c; I COUI✓ I Y HULi ie IOI Al l'l((UI CI Wl.. '.',Ill I I'.·:, EXISTING .--,--I I I t--- ._ __ 1_ -1 I----------i ,.i ~ __. -., I ,," 1-<r_., 1-,--- .,_ __ _J -...!-1 _.,.., I -L'::_ 1-r-------· PV -s I ' L, ...--., I I -c,:-_ '-r,-----· .._ ..J I I -_.; I I ~::_ 1-1-,-----· '"' ...J ,;;-1.-I -,- ' I I 1 \ , • I < - - -0 I r-; I I \ i_i_i_--,. .... _} -.!. - -.!. - , .1-, r .1-, ., .._ (' ..._ _,-.,,. I_. .._ 12 Ora 55 550.0/0.5 1 7 AS BUil T (NO CORRECTJONS ON THJS SHEET) CONTRACT No. 12-0J4604 C.C.A. DATE 07-25-08 Pedestrian signal face R.E. NAME AJ IT UPADHYAYA October s, 2007 Pedestrian push button post Pedestrian barricade To accompany plans dated __ 1_0_-_2_9_-_0_7 __ Vehicle signal face (with backplate, 3-Section: red, ye 11 ow and green) Vehlcle 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 "s" indicates all 811 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 vehi c I e signal faces Standard with signal mast arm only and attached vehicle signal faces and internally i 11 um i noted street name sign Type 33 Standard, Left-turn vehicle signal face and sign Standard with lumlnaire and signal mast arms and attached vehicle signal faces Cantilever flashing beacon Type 9 Frame, with a sign unless otherwise specified or indicated Type 15-FBS Standard with two vehicle signal face sections with lens, backplate and visor with a sign SIGNAL PROPOSED • o------------11 EQUIPMENT Cont EXISTING 0 Guard post :,c------~---: Type 1 Standard with "Meter On" --~ 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 . sign 1 9 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 ELECTRICAL SYSTEMS (SYMBOLS AND ABBREVIATIONS) NO SCALE RSP ES-1B DATED OCTOBER 5, 2007 SUPERCEDES STANDARD PLAN ES-18 DATED MAY 1, 2006 -PAGE 401 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP ES-1B USERf!AHE => s1111 73 _)c;r~ f-lll => cOj160V_,-src,U1 r_,j,Jr, r\) 0 0 m :c m < -(J) m C (J) -I )> z C )> :a C ,, r )> z :a (J) ,, m (J) I ...... CD CJ 0 0 C,J I > CJ cc L C' I ., L(J I' 0 C 11 II 0 C w u_ ~ ~ C> C I - Q_ r, w u_ f----2 <[ - D f- EQUIPMENT IDENTIFICATION ILLUMINATED SIGN IDENTIFICATION NUMBER: 1 , \ Sign number -PI ace on post or structure Sign No. 1 2 3 4 5 T10 ISL1 ?~ I~---Transformer roting (kVA) ~ Do NOT place Lighting contra I type _f on standard or Number and type of fixtures structure ELECTROLIER OR EQUIPMENT IDENTIFICATION NUMBER: \1 23451 -) s'-o'~ I 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: \11/2"C,;\2#10, 15#14, 2 DLC; 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 [I] QJ []] (A) (s) (c) /,\ /2\ /~ Project note numbers Equipment description, instal lotion or item numbers Conduit run numbers SIGNAL AND LIGHTING STANDARD (TYPICAL DESIGNATION): 19A PROPOSED ~--CMS I ~--EMS I I CJ<] M V Wind velocity = 100 mph Case 3 arm loading Standard type (·:·~-----Stan?ard Plan sheet number _ )-----Deta I I number or I etter MISCELLANEOUS EQUIPMENT EXISTING ,---------, ems ' ' i-----• .,1 ' .. 1 ____ .J ...... ,---------, ems ' . ----------· ;--,--, ,.,., I I t: I 1 __ L_.J "s! ITT 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'()'; I 11111 I c; :-;1 II I I IOI Al DI c,T COUl~TY ROUTE 1011\L PNO,.lc.C:I l~O. ',,IILLI'.:; AS BUil T WIRING DIAGRAM LEGEND P Pole CB Ci ,cu it breaker A Ampere V Volt M Metered UM Unmetered NB Neutra I bus GB G,ound bus • ------v'1- -----j f- External conductor Conductor or bus Tie point Contactor co i I Contactor, Contact NO Term i na I b I ocks Contactor, Contact NC Enclosure bond G Equipment grounding conductor ® ~ $ N G,ounded conductor (Neutral) I I _J_ Grounding electrode PROPOSED D 3 D PULL EXISTING ,,.. - - - -., I I ------ 9A( 21) ,-------7 I I 3 -No. 31/2 pul I box 5 pul I box -No. 5 - 6 pul I box -No. 6 7 (Ceiling pull box) -No. 7 - 8 (Pendant soffit pu 11 box) -No. 8 - 9 pul I box -No. 9 - 9A -No. 9A pul I box ----------Circuit breaker ® m Receptac I e BOXES Pul I box-No. 5 unless otherwise indicated 01~ noted. Pull box-Additional designations or descriptions (C) -Communications pul I box (E) = Pul I box with extension (S) = Sprinkler control pul I box (21) -Anchor bolts and conduit for future i nsta I I at ion of Type 21 Standard (T) = Traffic pul I box (NO CORRECTIONS ON THIS SHEET) 1 2 Ora 55 550.0/0.5 1 8 CONTRACT No. 12-0J4604 C.C.A. DATE 07-25-08 R.E. NAME AJIT UPADHYAYA October 5, 2007 l'I AH'-_; !\PPROV/\L DATE To accomparry plans dated __ 1_0_-_2_9_-_0_7 __ VEHICLE DETECTORS ,------Vehicle detector designation 5 J 9 U \.,.., \, ,./ \ ..I"-< ~---U = Upper L = Lower Slot number in input file Input file (l or J) Phase PROPOSED EXISTING □ ◊ 0 E] ' ' I I - - - -_. r----1 1----I L -- --J ' ' ~ - - --I I ___ -~ Type A detector loop. Out I ine of sawcut shown. Type B detector loop. Out Ii ne of sawcut shown. Type C detector loop. Out Ii ne of sawcut shown. Type D detector loop. Out Ii ne of sawcut shown. Type E detector loop. Out Ii ne of sawcut shown. Type O detector loop. Out Ii ne of sawcut shown. Magnetic detector Detector handhole Microwave or video detection zone ST ATE OF CALIFORNIA DEPARTMENT OF TRANSPORT A Tl ON 1 9 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. REVISED ST ANDA RD PLAN RSP ES-1C LSER\IAIAE = > s 11 11 73 DC,,J FILE > r Oj460V r1;p(I' 8_cg11 I\) 0 0 a, :ti m < -en m C (J) -I :t> z C :t> :IJ C "ti r- :t> z :ti (J) "ti m (,t, I ...... 0 co CJ c:=, r,1 ' > 0 ,b z (J I O C l[J I -o <P 0,, / I II C C LL L f-I f-I c; , [ _1 o_ [ LL Li f-----=i; -----C ~ + Cl / Ill 01 LOOP INSTALLATION PROCEDURE 1. Loops shal I be centered in lanes. 2. Saw slots in pavement for loop conductors as shown in details. 3. Di stance between side of I oop and a I ead-in saw cut from adjacent detectors shall be 2'-0" minimum. Distance between lead-in saw cuts shal I be 6" minimum. 4. Bottom of saw s I ot sha 11 be smooth with no sharp edges. 5. Slots shal I be washed until clean, blown out and thoroughly dried befo1-e i nsta 11 i ng I oop conductoI-s. 6. Adjacent loops on the same sensor unit channel shall be wound In opposite directions. 7. Identify and tag loop circuit pairs In the pul I box with loop number, start (S) and finish (F) of conductor. Identify and tag lead-in-cable with sensor number and phase. 8. Install loop conrjuctor In slot using a 3/i6" to 1/411 thick wood parjdle. Hold loop conductors with wood paddles (at the bottom of the sawed during sealant placement. slot) 9. 1 0. No more than 2 twisted pairs shal I be installed in one sawed slot. Al low additional 5'-o" of slack length of conductor for the lead-in run to pul I box. 11. The additi ona I I ength of each conductor for each I oop sha I 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 resistance and insulation ,esistance at the pull box before filling slots. 13. Fill slots as shown in details. 14. Splice loop conductoI~s to lead-in-coble. Splices shall be soldeI~ed. 15. End of lead-in-cable and Type 2 loop conductor shal I be waterproofed prior to installing 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 fo, continuity, circuit ,esistonce and insulation ,es i stance at the contra 11 er cabinet I ocat ion. 18. Where loop conductors are not to be spliced to a lead-in-cable, the ends of the conductors shol I be toped and waterproofed with electrical insulating coating. to ½" Mox for Type 1 I oop for Type 2 loop conductor Depth as _ c required--,, ~ :'.2 6 ' -O" 1--►1 !1 • • A A 6 ' -o" I" "I ,.. ,.. A A 6'-0" I • I Direction of travel ,.. A ~; _ _,.__, ~l ______._,_TI Lone Ii ne 6'-0" I ' ' i ,.. ,.. A A II -+'------<f--+-I E p • • -+--+---+' E p • • --+--EP ---+/-EP B B C ,, --Pu 11 box C ,,_ -___ Pul I box ' --Pu I I box ',, ---Pu 11 box TYPE 1A INSTALLATION TYPE 2A INSTALLATION TYPE 3A INSTALLATION TYPE 4A INSTALLATION i SAWCUT DE TAI LS (Type A loop detector configurations illustrated) 1. 1A thru 4A = 1 Type A loop configuration In each lone. 2. 1B thru 4B = 1 Type B loop configuration In each lane. 3. 1C = 1 Type C loop configu1-ation ente,ing lanes as 1-equi1-ed. '4. 10 th,u 4D = 1 Type D loop configu,otion in each lane. 5. 1 E thru 4E -1 Type E loop configuration in each lane. 6. 1 O th,u 40 -1 Type O loop configuration In each lane. {Use Type A, 8, C, D, E or O loop detector configu,ations only when specified or shown on plans) LOOP S 'Z', 2 \ lJ/ I "' LOOP 1 LOOP S "''<<\s 3 \, ,,i s r I f I/ LOOP 2 LOOP 1 WINDING DETAILS See Notes 6 and 7 2 1 3 2 11--1--, I ...... I ___ ___, I 1---1 I ....+'---___J I .......+'------' I ' I ______,, __________ ___J l ___ l TYPICAL LOOP CONNECTIONS (Dashed Ii nes ,epresent the pu 11 box) , I 1)1'.-;I COL.INIY IWL.111 POST MILES SHEET TOTAL TOTAi l'RO,J,CT 1\10. '',HFFT'.', 1 2 Ora 55 550 .0/0. 5 1 9 To occompony plans doted __ 1_0_-_2_9_-_0_7 __ 4 LOOP 3 I->-----I AS BUil T (NO CORRECTIONS ON THIS SHEET) CONTRACT No. 1 2-0J4604 C.C.A. DATE 07-25-08 R.E. NAME AJ IT UPADHYAYA LOOP 2 3 LOOP 1 2 I 1-1-----+-----' I -I I I I I I I I I I I '._ ____ I ST A TE OF CALIFORNIA DEPARTMENT OF TRANSPORT A Tl ON 1 1 9 SECTION A-A SECTION 8-8 SLOT DETAILS TYPE 1 AND TYPE 2 LOOP SECTION C-C CONDUCTOR ELECTRICAL SYSTEMS (DETECTORS) NO SCALE RSP ES-5A DATED OCTOBER 5, 2007 SUPERCEDES STANDARD PLAN ES-5A DATED MAY 1J 2006 -PAGE 423 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP ES-SA USE"I\AlvlE => sl 11173 I\) 0 0 m :xi m < -en m C (,f> -I l> z C )> ::c C "'C r )> z ::c en "'C m en I CJ"I )> CT) 0 0 ('J ' > 0 co z ('-J I " " Ln r--- 0 0 II II 0 C' W LL f-f- f-f-- C) C.., I - o_ n W LL f-2 <( ~ 0 f- oc;r,I =-1 LE => cOj 4bOV_ ,-spO"l 9, ,:j,Jr7 (<-17-07