Loading...
HomeMy WebLinkAboutR_5991_SSHEET No. 1 2-3 4-7 8 9-13 14-15 16 17 1 8-27 INDEX OF PLANS DESCRIPTION TITLE AND LOCATION MAP TYPICAL CROSS SECTIONS CONSTRUCTION DETAILS CONSTRUCTION AREA SIGNS TRAFFIC HANDLING PLANS PAVEMENT DELINEATION PLANS SUMMARY OF QUANTITIES ELECTRICAL PLAN REVISED AND NEW STANDARD PLANS THE STANDARD PLANS LIST APPLICABLE TO THIS CONTRACT IS INCLUDED IN THE NOTICE TO BIDDERS AND SPECIAL PROVISIONS BOOK. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PROJECT FOR CONSTRUCTION HIGHWAY PLANS STATE IN ORANGE COUNTY IN NEWPORT BEACH AND COSTA MESA ON FROM ROUTE 1/ 55 SEPARATION TO 17TH STREET BEGIN CONSTRUCTION Sta 15+66 PM 0.3 Begin Work Sta 5+00 THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES) OF LICENSE AS SPECIFIED IN THE "NOTICE TO BIDDERS." BORDER LAST REVISED 8/1/2008 CAL TRA/\!S WEE', SITE IS: HTTPI/WWW.DOT.CA.GOV/ TO BE SUPPLEMENTED BY STANDARD PLANS DATED MAY 2006 NO SCALE RELATIVE BORDER SCALE 15 IN INCHES COSTA i_ MESA USERNAME => tr-mnguye DGN FILE=) c0j710ab00l.dgr. POST MILES SH ET! TO AL ,_o_l_sT__,__c_o_u_NT_,_,___R_o_u_TE_----t __ T~O~T~AC~P~RO~'~E~C~T---t-~"-0 •,,.J~E_ps 12 Ora 55 0.3/1 .4 27 ---------------- LOCATION MAP End Work Sta 86+00 END CONSTRUCTION Sta 76+33 PM 1.4 UNION LABEL ~L 12-01-oa~~ PROJECT ENGINEER DATE Z«-"'!. REGISTERED CIVIL ENGINEER /,<:: OANNA HUYNH",C ~ "' No C 52386 ~ December 8, 2008 E p12n1.L10 "/}"' PLANS APPROVAL DATE s-11 CIVIL _,,,_ TH£ 5TATF OF CALIFORNIA OR /IS ~ OFFICERS OR ACENTS SHAU NOT BE R£5PONS/8L£ FOR THE ACCUR/iC! OR COMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET. CONTRACT No. 12-0J7104 cu 12601 EA 0J7101 ro 0 ' ~ ';" ' ' ' ' ---------·---·-------------------' ------·-··-·------------------···-----------·-----·--··------------------------ 0 > LJ LJ (fl 0:: > w w cc: 4 ,-, I ~ z , > 4 0 ~ I 0 4 0 z 0 z ~ 4 ~ 0 4 J " '> ~ 8,r· ~□ 0 <w w ....Jz ~ Gs u LJ~ w <w I LJO LJ oc 0 "' > oc ~ w , ~ 4 0 ~ ~ 0 J 0 4 0 z ~ 0 ~ ;: 4 u " z 0 ~ = 0 i= = r = w 0 ~ (.) ~ = z = = <( r z ~ 0 w r I-= z w ,a r <( = = ::. ~ w 0 ' = . z i = 0 ~ ~ = ~ ~ 0 w r • = r ~ 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 HOT MIX ASPHALT SHALL NOT BE APPLIED ON CONCRETE PAVEMENTS AND CURBS. 4. EXISTING UTILITY FACILITIES HAVE NOT BEEN PLOTTED ON THESE PLANS. SOUTHBOUND R/W EP 8' I 2' 44' & Var Exist BORDER LAST R[VISED ,);11/2008 I STRUCTURAL SECTIONS ~VERLAY 0.1' RUBBERIZED HOT MIX ASPHALT (GAP GRADED) ,:;-i _ 0.15' RUBBERIZED AC (TYPE GI --{ Exist ~ 0, 15' AC (TYPE B) 0.671 CTB ROUTE 55 {NEWPORT Blvd) 4-I -, I ROUTE 55 (NEWPORT Blvd) Sta 15+66 TO Sta 31+00 RELATIVE 80RDEP SCALE IS Ir-1 IIKHE~ 0 ' NORTHBOUND 44' & Var ' ' R/W EP 2' 8' CURB I USERNAME => ½r,ene OGN FILE-> c0j710ca001 .a9,-, Dist I COUNTY l ROUTE l POST MILES ISHEETi TOTAL I--' ''----'-------1--T"o,,T __ ~AL_ _PROJECT i No. I SHEETS 12 I Ora I 55, I 0,3/1.4 I 2 27 \\ UJ 12-~-1-08 ,-~~~- 11~-\;o'c,s:CT"E"'R~E~D,ec~i-;v°'1LVE'NGINEER DATE/;/;,,-----::.._:,>\ / !( hoANNA HUYN~ i \ _ __,_1.._2"'-8"---'0c,8,__ _____ ,1,:~'-C '2386 I ~I PLANS APPROVAL DATE t~ c,p.1 2_3.1..:..1,0 II-/2 TH£ STA TE {IF C4Llhl'i'N/4 Of' f.TS OFFICERS , .s, C IV 1 L 'j OR '1CENT:: Sll4ll MlT 8£ ii'E"C-PONS/8{.£ FOR •,-'4r. ;.'-'°/ THE ACCUR,Kr OR CO.W"LEl[N!:55 Of" ${ANN£!) ~Lv COPIES Oi-THIS Pl JIN 5H[FT. = LEGEND ~ COLD PLANE AC Pvmt (0.1 ') TYPICAL CROSS SECTIONS NO SCALE X-1 I cu 12601 I EA OJ7101 N ;- -0 AA II LI Cc Ww cc cc Cc "" "" Ww !;; ~ Cc ~ ~:~ ~.i I ,1;: ' SOUTHBOUND R/W EP Var 44' & Var 0 iD :;; 6' 0 > w w ~ " Exist MBGR---", > :"' w oc s ~~ 0 II ------_, f-- II I ~ z , > « 0 " I 0 « 0 z 0 z ~ « ~ 0 « ~ " oc 0 ~ SOUTHBOUND ;: oc ~ R/W w , " « 0 " ~ Var EP 44' & Var 0 ~ 0 « 0 z ~ s ~ « " " u z 0 ~ z 0 .= 4 r = w 0 ~ 0 ~ = z 4 = ,0: r z ~ 0 w r I-= z ~ ca r ,0: = 4 :E ~ ~ = ' :'! . = I = 0 !cc ~ 4 ~ ~ 0 ~ • r 4 ROUTE 55 (NEWPORT Blvd) 'i_ I I EP I EP 6' Var . Var 6' NB ROUTE 55 (NEWPORT Blvd) Sta 50+45 TO Sta 76+33 SB ROUTE 55 (NEWPORT Blvd) Sta 65+00 TO Sta 76+33 ROUTE 55 (NEWPORT Blvd) 'i_ I EP Var Var EP 6' o'-13' o'-11' NB ROUTE 55 (NEWPORT Blvd) Sta 31+00 TO Sta 50+45 SB ROUTE 55 (NEWPORT Blvd) Sta 31+00 TO Sta 65+00 NORTHBOUND 44' & Var NORTHBOUND 44' & Var 6' EP EP I 2' 8' Var R/W CURB R/W DIKE TYPICAL ----------·----------- CROSS SECTIONS NO SCALE X-2 0 0 Q N we o<;; ,, , -0 --II II Oo Ww "" "" Oo "" "" Ww i~ ~1';!_; C I ~ls;r-;17 e r ~ I -L-------------,----------------------------,--c,,-----,,-----,-----------~------,------__Ji::_ USERNAME "')tr-r-ew, i CU 12601 I EA QJ7101 BO!'illER l_AST RE:VIS[D Ll/11 /2<108 RELATIVE BORDER SCALS IS !~J INCHES DGN FILE -> cOj 71 Ocaoo-.dgn ! ' ,.__ I = w VI z , ,.__ <t ' 4 ;::, 0 ~ ~ I 0 u D a:: 4 ~ z 0 u z ~ -4 ~ "-0 4 -J ~ u <t ~- ,, > ccrn rn ~□ 0 <w w Uz 3s cc J~ w 4W I UCO u " oc 0 "' > oc ~ w , ~ 4 ~ ~ ~ D J ~ 4 0 z ~ 0 ~ ;: 4 u ~ z ~ ~ z 2 " r ~ r = w 0 ~ u ~ z z ~ = <( r z ~ 0 w ~ I-z z ~ "' r <( = ~ :.: ~ ~ 0 ~ . z I = 0 ~ " ~ ~ ~ ~ 0 ~ e ~ • ~ r ~ BOROi:R LAST R[VISED ' BEGIN CONSTRUCTION Sta 15+66 ,_ I -"'~. ;; So~ -o: ', 1 .'2008 ------------ <fl ~ .,,. 'z .,,. .,,. " " a.. "' <t 0:: I z 0 CD VI LEGEND: El PAVEMENT STRUCTURAL SECTION TYPE Wml COLD PLANE AC Pvmt (0.1 ') NEWPORT BEACH RELt<TIVE BORDER S1_/lLE IS IN 1/JCHES USERNAME =) t~,-en1c OGN FILE => u1j71OguO01 .u9r POST MILES TOTAL PROJECT 0.3/1 .4 ! 4 27 PLANS APPROVAL DATE R/W ~ : CONSTRUCTION DETAILS NO SCALE C-1 cu 12601 EA OJ7101 ' ' ' > w " I z ' C, I 4 z z 4 0 ~ ,, csro ro <w Uz Gs u~ SW uo oc 0 ~ ;: oc w ~ D ~ ~ 4 z 0 ;: u z C, ~ z 0 ;= /4 ..-oc 0 Q = z /4 oc ..- ~ 0 ..-z w ~ ..-oc /4 Q w 0 /4 z oc 0 "= ~ /4 ~ ~ 0 w ..-/4 ..-= D w ro > w " = ~ 4 r D C, 0 ~ ~ 4 " > ru D ';: u w I w ~ ~ 4 r D C, 0 ~ ~ 4 " w u z "' z w I-z "' :i: i e It R1:,RDER ADJUST MH / CAL TRANS ~ ~ ~ '< 't LAST REVISED Ll/\1/2002 TO GRADE (DRAIN) ,_AQ_..J_LJ.ST MONUMENT TO GRADE OBJECT MARKER I TYPE K-1 I ROll1t RELASJVE BORDER SCALE IS IrJ lNCH!cS ,,,-------------RIW 40+00 R/W ___,, NEWPORT BEACH USERNAME "') trT<cne OGN FILE=) cOj710go002 dgr· CONSTRUCTION DETAILS NO SCALE cu 12601 EA 0J7101 '° ' 0 ~ '(): ~ _J 0 ::;_ :z C-2 ro 0 0 "' 0 w ' ;; LJ zu ~ J ;-0 c, w LJ rw c, C ur > w ;-~ LJ r -< C < :,aw 0 w ~ ' I " z ~ ► 4 ~ r I 0 4 ~ z 0 z ~ 4 ~ 0 4 J " ,, ► ~m m ro 0 <u LJ Uz " 32 u J~ c., <W I uo u ' C 0 ~ > = oc w ~ ~ 4 ~ r ~ 0 J ~ 4 0 z ~ 0 ~ ;:: 4 u " z ~ w z 2 ' r 4 r = w 0 Q 0 ~ z z 4 = < r z ~ 0 w r I-z z w "' r < = 4 ::ii Q w 0 4 ' z I = 0 ~ ' ~ 4 ~ ~ 0 w ' r di 4 r ~ BORDER LASI REVISED LI /11 /2008 r II I EP Exist MEDIAN CURB EP I ADJUST MH TO GRADE CALTRANS (DRAIN) -----------------------·---------------------- NEWPORT BEACH / 1/~BJECT MARKER I TYPE K-1 I RELATIVE SORC,t.R SCALE lS IN INCl-iES COSTA MESA COSTA MESA SANITARY DISTRICT SEWER MH PROTECT IN PLACE USERNAME =) trren'c" DGN FILE =) cOj 71 OgGlltJ3 d<;ir' EP ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 0.3/1 .4 6 27 r~~~~':'"~ ~'-.:''[':,'===~1 2-01 -08 ~of ES SI(), NEER DATE f: ,\ I" ,, /'::..'t~===-12-8-08 \~ PLANS APPROVAL DATE ( THE STATE {if" CALIFORN/4 OR ITS OFFJCERS \ /2 OR AC[NTS ';IIALL NOT BE RESl'ONS/BLF FOR , , . ,.._ ;;~;?_fC[JA'ri;~f~L~o:titc~f-~£55 or SCANNED ~:'."___:'.'.~~ Exist MEDIAN CURB CONSTRUCTION DETAILS NO SCALE C-3 cu 1 2601 j EA 0J7101 0 0 00 0 ' ~ ' 0 0 w v, ,;; rr I z > 0 I 4 z z 4 0 J rr 0 ~ > rr w rr 0 u, J 4 z 0 ;: u z 0 w z 2 r ~ r a-0 ~ ~ z ~ a-r ~ 0 r z w OS r a-~ ~ w 0 ~ z a-0 ~ ~ ~ u ~ 0 w r ~ r ~ 0 w ~ > w rr w ~ 4 0 ~ ~ 4 ,___ 0 0 0 ~ ~ 4 " > m 0 w " u w I u = ~ 4 ,___ 0 0 0 u, u, 4 " w CJ z <C z w I-z <C :::. • I • BORD CR ~ '"' ,cu J,___ '" er'" uOC ,___ u, '°'w "'" u, LAST REVISED 4111/2008 .,__ (/) II t'/' -I I OBJECT MARKER I TYPE K-1 I I ----------------------------------- ADJUST MH TO GRADE / COSTA MESA SANITARY DISTRICT I SEWER) EP RELASlVE BORDER SCALE IS IN INCHES COSTA MESA \_ Exist MEDIAN CURB USERNAME = > tr-pierce DGN FILE=> cOji'IOqoOO~.dgr, ROUTE POST MILES SHEET TOTAL TOTAL PROJECT No. SHEETS 0.3/1.4 7 27 -",.> ~ "x END CONSTRUCTION STA 76+33 CONSTRUCTION DETAILS NO SCALE C-4 I cu 12601 EA OJ7101 X SIGN 0 ® X I ~ z ~ ► ~ C, ~ I □ ~ C, z 0 z ~ ~ ~ 0 ~ ~ ~ '" 8m m ~o 0 .c,;:LLI =' z ~ uu u u- _J '" w 4W I uo " ~ 0 ~ > ~ w ~ ~ ~ C, ~ ~ □ ~ C, ~ 0 z ~ 2 ~ ~ ~ ~ u z c' = 0 X r 4 r = w 0 ~ 0 ~ = z 4 = c( r z ~ 0 w r I-= z ~ ~ r c( = 4 :ii ~ ~ 0 4 i = = 0 ec ~ 4 ~ ~ 0 ~ a r di 4 r ~ BORDER LAST R[VJSlD 2;7112008 SIGN CODE W20-1 G20-2 STATIONARY CONSTRUCTION AREA MOUNTED SIGNS PANEL No. OF POST SIGN MESSAGE SIZE AND SIZE ROAD WORK AHEAD 48" X 48" 1 -4" X 6" ENO WORK AHEAD 60" X 24" 1 -4" X 6" QUANTITY 10 2 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. 3. FOR ADDITIONAL PORTABLE CHANGEABLE MESSAGE SJGNS (PCMS) SEE TRAFFIC HANDLING PLANS. ROUTE POST MILES TOTAL PROJECT 0.3/1 .4 l,~:-:C:"2'-"""'tl':~'j;.'::c::;::=;11 2-01 -08 ~or' s5 lo lNEER DATE 12-8-08 PLANS APPROVAL DATE ----1'\\ Tt-1.f r4T£ Cir 0;.l /t-('RNJ;./ fr/ 1T ~'Ff"/c ~R~ OR ,h7[NT:-SHAU M)T 8£ R/::'.PONS/BLF f()ii !,-:£ A{Ci./h'AC!' OH C:AfPUCTEN£SS OF c;{AMY£D t:c0PJf"':, OF i!i/.C, f','.4N SH£ET. CONSTRUCTION AREA SIGNS THIS PLAN ACCURATE FOR CONSTRUCTION AREA SIGN WORK ONLY RELA r:vs 80RU~P SCAc.E IS ifJ 11-JCHC:S USERNAME =>t,pierce DGN FILE=) c0j7701001)I .dgr, NO SCALE CS-1 cu 12601 EA OJ7101 00 0 ' ~ ' X X " ' '" , w m v, 0 > w w v, oc > "' w ~ 4 c, I ~ z , ~ 4 ~ ~ I 0 4 ~ z 0 z ~ 4 ~ 0 4 ~ ~ '> > Offi w ffi ~o 0 4w ~z ".! =,,._., u u-~v, w 4W I uo u oc 0 ~ > oc ~ w , ~ ~ ~ ~ ~ 0 ~ ~ ~ 0 z ~ 8 ~ ~ ~ " u z ~ ~ z 0 r 4 r oc w 0 ~ 0 ~ z z 4 oc ci: r z ~ 0 w r I-z z ~ "" r ci: oc 4 :; ~ ~ = 4 a z j oc 0 ~ ~ 4 ~ ~ 0 ~ r 4 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. 3. DURING THE CONNECTOR CLOSURE, THE PCMS SHOULD READ AS FOLLOWS: PCH TO NEWPORT CLOSED USE SUPERIOR IPCMS-3I To ~ Newport Beach CLOSURE: SB Rte 1 TO NB Rte 55 CONNECTOR DETOUR: LEFT ON SUPERIOR Ave, RIGHT ON HOSPITAL Rd M4-1 0 (RT) ~"- 55 G28-2 (CA) I DETOUR t I 11 --· 55 ABBREVIATION: PCH PACIFIC COAST Hwy z=s (}) iii SC3 (CA) M4-10 (LT) G28-2 (CA) 55 G28-2 (CA) ------------------------------------ \ LEGEND: ROUTE POST MILES TOTAL PROJECT I~£~~~!';~:;==;;; 12-01-0 NEER--DA rr·- 1 2-8-08 DIRECTION OF TRAVEL THROUGH DETOUR CONSTRUCTION AREA SIGN (DETOUR), 1-POST PORTABLE CHANGEABLE MESSAGE SIGN CONSTRUCTION AREA SIGN (DETOUR) -CONNECTOR OR RAMP CLOSURE TRAFFIC HANDLING (DETOUR) PLAN 00 0 ' e-• r ~ 0 TH! S PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY NO SCALE TH-1 ~ ~,o:;R~D::-EP::-:-,~,,;:, ,:--::R,::v:;,::-SE:;D--:-, _:;_ ,::, :;/::.::,c-::,0::-,-------------,----------------::-,,:-,-:,:-,-:, v:-,-:,:-_,)'.,'.Rc:'.c:'.c~s~,::":::E~::::::='.'.'.:_.'..::'.'.:...::2.:.:'..'..::~=:'.'.:.'.=,_:::::.:~~U~SE~R'.'.'.NA"'Mc:--,,:-,-,,-,,-,,-,-, ___________________________ _:__:_:___:__11_ IS In lMCHC:S DGN FILE =) cOj7lOmdOIJI .dgn CU 12601 I EA OJ7101 ' ~ 0 ~ > ~ w ~ ~ ~ ~ 4 z 2 r u z ~ ~ > LJ ~ ~ z r ~ ~ 4 z z 4 0 ~ ~ ~ 4 r 0 ~ 0 ~ ~ 4 "' ~ ~ 4 r 0 ~ 0 ~ ~ 4 "' NOTE: DURING THE CONNECTOR THE PCMS SHOULD CLOSURE, READ AS FOLLOWS: PCH TO NEWPORT CLOSED USE SUPERIOR To Newp ~ art Beach CLOSURE: NB Rte 1 TO SB Rte 55 CONNECTOR DETOUR: LEFT ON W BALBOA Blvd, LEFT ON 32th St I DETOUR t I 11 55 SC3 (CA) G28-2 (CA) z=:::s ED • M4-10 (LT) G28-2 (CA) TRAFFIC THIS PLAN ACCURATE FOR RELATIVE G<)RDP <: TRAFFIC HANDLING WORK ONLY USERNAME =) ~ • DGN FILE _ ',--~ 1 erce -) CC)J 7' (J,T.d0<1 .dgr, ' Dis-t ROUTE To Cos-;------0 Meso HANDLING (DETOUR) NO SCALE ! cu 12601 TJOST MILES TAL PROJECT 0.3/1.4 PLAN SHEET!' TOTAL No. SHEETS 1 a I 21 TH-2 EA OJ7101 " , oc 0 ~ > oc w ~ ~ ~ J ~ z 0 ;:: u z ~ ~ z 2 r 4 r oc 0 ~ 0 z 4 oc r ~ 0 r z w "' r oc 4 ~ w = 4 z oc 0 ~ ~ 4 u ~ 0 w r 4 r 0 0 Ll ~ > Ll " ~ , ~ ~ 0 ~ 0 ~ ~ ~ ~ w (.) z c( z w I-z c( :. ,, I a " NOTE: DURING THE CONNECTOR CLOSURE, THE PCMS SHOULD READ AS FOLLOWS: NEWPORT TO PCH CLOSED USE W BALBOA To Newpor~ch - CLOSURE: SB Rte 55 TO NB Rte 1 CONNECTOR DETOUR: RIGHT ON 32TH St, RIGHT ON W BALBOA Blvd 1 G28-2 (CA) I DETOUR t I 11 1 BORDER LAST REVISED ~/1112008 SC3 (CA) G28-2 (CA) z==> ED• THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY RELATIVE BOR[,EH SCALE IS HJ I~KHES USE RN AME = > ,,u i erce OGN FILE => cO_i 710inaC03.dgn ROUTE To Cos-;;--M eso TRAFFIC HANDLING <DETOUR) NO SCALE cu 12601 POST MILES SHEET' TOTAL TOTAL PROJECT No. ;SHEETS PLAN TH-3 I EA 0J7101 " " > w rr '> □ m w >o <,a Uz ::,~, u--'~ <w uo rr 0 ~ > rr w rr ~ ~ u ~ z 0 > u z ~ rr z 2 r « r = 0 ~ = z « = r ~ 0 r z w OS 0 u v, > ,v rr > ffi 0 ~ u w I u ~ ~ ~ > 0 ~ 0 ~ ~ ~ ~ w CJ z < z w I-z r < = « ::;; ~ w = « ' z I = 0 ~ ~ « u 6 w r dr « r = NOTE: DURING THE CONNECTOR CLOSURE, THE PCMS SHOULD READ AS FOLLOWS: NEWPORT TO PCH CLOSED USE HOSP IT AL Rd To ~ Newport Beach CLOSURE: NB Rte 55 TO NB Rte 1 {via OLD NEWPORT Blvd) DETOUR: RIGHT ON HOSPITAL Rd, RIGHT ON OLD NEWPORT Blvd M4-1 0 (RT) e•LI--... 1 G28-2 (CA) I DETOUR t I 11 ,>ct•-~ 1 BORDER LAST R~VJSED ~/ll/2008 SC3 (CA) G28-2 (CA) z::s ED • THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY RELATIVE BORDER SCALE !S IN 11-JCHES USERNAME = > trrnort in OGN FJLE => Cl-,j 71 Omc:100~ .dgn ROUTE POST MILES TOTAL PROJECT 0.3/1.4 TRAFFIC HANDLING PLAN <DETOUR) NO SCALE cu 12601 i EA OJ71 01 SHEETf TOTAL No. , SHEETS 12 i 27 -- TH-4 0 0 ' ' c, ~ > w ~ ~ z > C, ~ 4 z z ~ 0 J oc D ~ > oc w ~ C, ~ J 4 z 0 ~ u z C, ~ z 2 r 4 r oc 0 ~ ~ z 4 oc r ~ 0 r z w "' r oc 4 ~ w = 4 z oc 0 ~ ~ 4 u ~ 0 w r 4 r ~ = ~ 4 ~ D C, 0 ~ ~ 4 " ~ ~ ~ ~ D C, 0 ~ ~ 4 " w 0 z < z w I-z < :ii a j 0 e CONSTRUCTION AREA SIGNS <DETOUR) STATIONARY MOUNTED* SIGN SIGN PANEL SIZE NO. OF POST No. CODE AND SIZE ® M4-1 O(RT) 24" X 12" 4" 4" G28-2 (CA) 1-X 30" X 24" ® SC3 (CA) 24" X 12" 1-4" X 4" G28-2 (CA) 30" X 24" © M4-1 O(LT) 24" X 12" 1-4" X 4" G28-2 (CA) 30" X 24" I ® M4-10(RT) 24" X 12" G28-2 (CA) 1-4" X 4" 30" X 24" ® SC3 (CA) 24" X 12" 4" G28-2 (CA) 1-X 4" 30" X 24" FOR ADDITIONAL CONSTRUCTION AREA SIGNS, SEE SHEET CS-1 *MAY BE PORTABLE NOTE: DURING THE CONNECTOR CLOSURE, THE PCMS SHOULD READ AS FOLLOWS: PCH TO NEWPORT CLOSED USE HOSPITAL Rd CLOSURE: To ~ Newport Beach NB Rte 1 (via OLD NEWPORT Blvd) TO NB Rte 55 DETOUR: OLD NEWPORT Blvd, LEFT ON HOSPITAL Rd .,,.~, ........ ~ 55 0 M4-10 (RT) DETOUR t .,,. .... _ G28-2 (CA) 55 NO. OF SIGNS 3 10 4 4 6 SC3 (CA) G28-2 (CA) BORDER LAST REVISED '1/11 /?0()8 .,,.u,-,~ 55 M4-10 (LT) G28-2 (CA) THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY RELATIVE BORDER SCAC..E JS H1 INCHES z=::s ED • lr< USERNAME :) tnr,a.---t in OGN FlLE =) c0;710mdOOS.dgn TRAFFIC HANDLING <DETOUR> NO SCALE cu 12601 POST MILES TOTAL PROJECT 0.3/1.4 PLAN EA OJ7101 SHEET! TOTAL No. : SHEETS TH-5 ' 0 > u 0 V 0 > u w v, I > w u r " < 0 ' I ~ -z 7 > < 0 ~ I 0 < 0 z 0 z V < V 0 < w " '> > c;m m ro 0 <w '" Uz " G.'-:: u UV VI SW I uo u ' I 0 V ;: I ~ w 7 I < 0 r V 0 u 0 < 0 z V ~ V < r " u z 0 " z 2 ' r < r = w 0 ~ 0 ~ z z < = <( r z ~ 0 w r I-z z w "" -r <( = < ::. ~ w 0 ' :;: " z i = 0 ec ' ~ < ~ ~ 0 w r Ii: < r ~ BORDER L NOTES: 1. NEW PAVEMENT DELINEATION SHALL REPLACE OBLITERATED PAVEMENT DELINEATION IN KIND AT THE SAME LOCATION. 2. RESTRIPE CROSSWALKS TO MAINTAIN 41 CLEARANCE FROM EXISTING SINGLE CURB RAMP. CHEVRON PAVEMENT MARKING 37 PAVEMENT ASf REVISED ~/1112008 ------ RE.LA"T:vE BORDER SCALE IS 1M Il>KH!:.S Exist I CURB_/ RAISED MED I AN 26 =I LEGEND: ~ DIRECTION OF TRAFFIC ® TRAFFIC STRIPE DETAIL No. ---t--CHANGE IN DETAIL EXISTING CURB RAMP >--w w 0:: >-- V) /12" CROSS WALK (Typ) l ~ f ~ ___ <-:,,;~\.i,c.,Lr_w I \_____/ 50'::" SOLID WHITE (Typ) I Exist CURB'\ -\_ -'\--\ I 27B POST MILES TOTAL PR(?JECT 0.3/1 .4 9 I >--w w 0:: >--(/) '~TYPE IV (LI ARROW (Typ) \~4' CLEARANCE (SEE NOTE 2) \ I l@ Exist CURB__/ >->-- u TYPICAL STRIPING DETAIL ROUTE 55 (NEWPORT Blvd) RAISED MEDIAN PAVEMENT DELINEATION DETAILS NO SCALE ~,,., o< ,, 0 -> AA !I II Co ww re re Co Wu .. Ww ~~ Or ::Too 210 ~I~ PDD 1 "i--;, C- -'; ~ USERNAME => r.---mar'tin DGN FILE =)c0)710naOOl.dgr, cu 12601 EA 0J7101 ~------.----, --------------_______________________________________________________ .,_ --------------· ----------------------·-------------------------------- ' r ~ z , ~ < ~ ~ r D < ~ z 0 z ~ < ~ 0 < J ~ ,, >-□ m m w ~o D <w Jz ~ Gs u u~ "' <w I uo u " oc 0 "' > ~ oc w , ~ < ~ ~ ~ 0 J ~ < 0 z ~ 0 ~ ;:: < u " z ~ C z 0 ' ;::: 4 r "' w 0 ~ t.) ~ z z 4 "' C r z ~ 0 w r I-z z w ,. r C "' 4 :ii ~ w = ' 4 0 z I "' 0 ~ " ::; 4 u ~ 0 w 0 r It 4 r ~ BORDER I.AST REVISED '1/1112008 LOCATION STATION LIMIT LENGTH 9 NEWPORT BEACH CHANNEL B~ TO HOSPITAL Rd Sta 15+66 HOSPITAL Rd TO INDUSTRIAL WAY Sta 32+00 INDUSTRIAL WAY TO 16TH St Sta 53+50 16TH St TO 17TH St Sta 65+00 SUBTOTAL TOTAL LOCATION NEWPORT BEACH CHANNEL Br TO HOSPITAL Rd HOSPITAL Rd TO INDUSTRIAL WAY lNDUSTRIAL WAY TO 16TH St 16TH St TO 17TH St SUBTOTAL TOTAL I 4" BROKEN (17-7) WHITE FT LF TO 32+00 1634 3490 TO 53+50 2150 81 00 TO 65+00 1150 4080 TO 76+33 1133 4252 19922 19922 STATION LIMIT LENGTH Sta 15+66 TO Sta 32+00 TO Sta 53+50 TO Sta 65+00 TO FT 32+00 1634 53+50 2150 65+00 1150 76+33 1133 RELATIVE BORDER SCALE IS IN INCHES Dis-t I COUNTY PAVEMENT MARKER THERMOPLASTIC TRAFFIC STRIPE (RETROREFLECTIVE) 278 INTER-40 37 36,38 SECTION 4" SOLID 4" SOLID 4" BROKEN 8" BROKEN 8" SOLID TYPE C TYPE G TYPE H WHITE WHITE I 6-1 I I 12-3) WHITE WHITE WHITE LF LF LF LF LF EA EA EA 2284 200 152 1056 2178 16 246 64 4150 400 300 205 86 1070 400 120 114 45 913 400 1050 750 144 46 8417 1400 1202 1056 3348 16 709 241 9817 1202 1056 3348 966 THERMOPLASTIC PAVEMENT MARKING REMOVE REMOVE THERMOPLASTIC THERMOPLASTIC CROSSWALK ,I TRAFFIC PAVEMENT ARROW CHEVRON, WORD LIMIT LINE DIAGONAL STRIPE MARKING SOFT SOFT SOFT SOFT LF SOFT 90 774 70 248 8311 1182 90 474 7538 564 30 668 2900 698 147 725 215 48 4228 1135 357 2641 285 296 22977 3579 3579 22977 3579 PAVEMENT DELINEATION QUANTITIES PDQ-1 I USERNAME => trrncrt in DGN FILE=) c1)j710nc001.dgn I cu 12601 I EA OJ7101 X X > u.J w e rr < c, I = z ~ ' < ~ e I D < ~ z 0 z ~ < ~ 0 < J " ,, ' ~rn rn eo 0 <w w "= Gs c'i J~ w <w I uo u oc 0 ~ > = oc w ~ ~ < ~ e ~ D J ~ < 0 z ~ 0 ~ ;: < u ,. z ~ ~ = 2 ~ 4 ~ = w 0 ~ (.) = = z 4 = <C ~ z ~ 0 w ~ I-= z ~ =-~ <C = 4 ::. ~ ~ 0 ' :'! . = j = 0 ~ ~ 4 u ~ 0 ~ • ~ l!P 4 ~ = ABBREV! A TIONS: CMS□: COSTA MESA SANITARY DISTRICT CT: CAL TRANS SIGNALIZED INTERSECTION LIMITS APPROXIMATE STATION LIMIT NEWPORT BEACH CHANNEL Br TO HOSPITAL Rd Sta 15+66 TO 32+00 HOSP IT AL Rd TO INDUSTRIAL WAY Sta 32+00 TO 53+50 INDUSTRIAL WAY TO 16TH St Sta 53+50 TO 65+00 16TH St TO 17TH St Sta 65+00 TO 76+33 TOTAL BORDER I AST REVIS[D ,'.J/I112008 APPROXIMATE LENGTH FT 1634 2150 11 so 1133 TYPICAL WIDTH (OVERLAY) FT 88 88 88 88 RELA 7 JVE !K>RDER SCALE IS JM lrKHES TYPICAL WIDTH (COLD PLANE) FT 24 24 24 24 COLD PLANE AC PAVEMENT SOYD 10135 11507 6174 6432 3LJ248 : ------------------•-••-••a--•----••-••------------------------------- RUBBERIZED ADJUST MH TO GRADE ADJUST HOT MIX ASPHALT TACK COAT MONUMENT ( GAP GRADED) (CT) DRAIN ( CMSD) SEWER TO GRADE TON TON EA EA EA 1116 4_5 1 1 1843 7_5 1 1 003 4_ 1 1 989 4.0 4951 20.2 3 1 SUMMARY OF TUSERNAME =) trrmi:'t i r, OGN FILE =)c.Oj7i0pc001.dgri cu 12601 OBJECT TEMPORARY DRAINAGE MARKER INLET (TYPE K-1) PROTECTION EA EA 1 21 2 6 2 6 1 3 6 36 QUANTITIES Q-1 I EA OJ7101 w ~ s '" w ';.' ~'g AA II 11 Oo Ww "" "" Oo Jo .. Ww ~~ oe ~ " ' " ~ z 0 J oc ~ 4 ~ ~ w z 4 > '> "rn ~o <w _J z JL' u~ ~~ SW uo oc 0 "' > oc w ~ J ~ J 4 z 0 ;: u z J ~ z 0 ;:- 4 r = 0 ~ ~ z 4 = r ~ 0 r z w "' r = 4 ~ w = 4 z = 0 ~ ~ 4 u ~ 0 w r 4 r ~ 0 w 0 > w " "' " oc I 4 I ~ " 4 oc I 4 I ~ > m 0 w " u w I u ;;: " oc I ~ I ~ " 4 oc I 4 I ~ z CJ Ch w Q ... < 0 a: I- 0 w ... w C I • ltl BORDER LAST ------------------------------·--·---------------~ R[VISED LI /11 /?008 ~ ffi '-./7 Si> R/W 1J "' _J « I- CL R/W <fl 0 :,: J-0 ~1 "i~~ru============ BJ \ z:=s ED • R/W GJ 1 90' TO LIMIT LlNE NEWPORT 8 I Vd [§_] ~~!\"c-''m~~~ Approx 200' TO LlMIT LlNE 0 R/W R/W @] R/W '-R/W R/W-, NOTES: (THIS SHEET ONLY) 1. THE CONTRACTOR SHALL VERIFY 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 INST AL LED AFTER STRIPING AND SHALL BE CUT 1' BEFORE LlMIT LINE. GJ EXISTING MODEL 170 CONTROLLER ASSEMBLY. ~ EXISTING 120/240 V SERVICE EQUIPMENT ENCLOSURE. [I] SPLICE NEW LOOP WIRES TO EXISTING DLC. THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY RELA~lVE. BORD~P SCALE IS Irl I~JCHE.S USERNAME => tr-mor-t in OGN FILE=> c0j7l(>uo001.d9n >-« '"' _J « "' 1- <f) ::, 0 z ~ ---/ 75+00 Dist COUNTY 12 Ora ROUTE 55 POST MILES TOTAL PROJECT 0.3/1 .4 ~ Jkv ~/ 1 2-0 1 -0 ' REGISTERED ELECTRJC~!NEER DATE 12-8-08 ~ ~~=-/ ~ PLANS APPROVAL DATE THE 5 TA TE {IF CAL/FrJRNJA Oli' IT~ OFFICERS OR I.CENT cHAU MlT BE li£5"'0N5/Bll FOi/ lr/F ACCUh'A(T OR C0!.IPLETENE5S Of" SCANNED OF CALl>Ci' COP/£_<; OF THIS PIAN SHHI. ss+oo NEWPORT Blvd 6 R/W NEWPORT BI vd ;~: [TI INDUCTIVE LOOP DETECTOR NO SCALE E-1 cu 12390 EA 0J7101 g 0 ro 0 ' ro 7 I i I 8'-0" - \ I \, ! • •-A,'' \ \ I - \ \ I \ .. \ \ Ii \ \ I I ' \ \ I I .. \ I L _) I / -\ I I ' \ \ I I \ \ I I \ \ , I \ I , I I -. f..I_~:4" \ I -f i t -'-./ I ! I : : I i r-:--- I I I I I I I ' i L_) -,, I \ \ \ :- \: I \ I \ ! \ i ! i I .. ' __J 2'-0" x width of lane __ _[ 2'-0" x width of lane 7 ' I ,t--\. L .l i " '\. , ! I /\ ! \ I ' .. I \/ '-.. \ \'-.. i i - II '\ I I \ .. I .~ ·s;:: \ -~ ' ,, \ ' ! \ \ ... -·-\ \ ------ ,7 -.. --·-- I \ ¾~ -i / ., ~ / V \.. T 4" GRJD 3' 4" A=7 sq ft BIKE LANE SYMBOL 0 -' 00 I L_ ' ii I L-U ! ! j I J/__ I I .. - ! I'\ \ I I II j ,--' ' -n -·· ·- '\ I, -" \ I\.. ~ I 1 '-0" GRID I ~ 3'-3" , A=11 sq ft 0 ·' N DIAMOND SYMBOL \ \ 0 ·' 00 ! /f ! I / " ~...J I r/ I l, '\ - I\ \ I i\ ---··----·---l-' i -~ .. _ -.. \ i \.. , I L .. ·-; \ / \, / I - .. White---., ~ .. --Blue / I I \ \ I i ""< I I .. I \' / ! I j \ ' ) L - I ')Jr i l ! I 1\ -- )' (\ '-..... ~;/ \; '- I I 6" GRID A (White) =9 sq ft A (Blue) =14 sq ft I I / I ! i ' . r-·--- INTERNATIONAL SYMBOL OF ACCESSIBILITY MARKING ' ' I ': I ! ( ! I i --.. -'--t--._ I ! ! I ' I' : ! : I I y \I 11 ! . 0 ' 00 I I I ' ' / i ! I / i ! I I -,7i I 'l , ' I ' \ I I I i j L \, I ,_ ~ --. ! -- __J -'- ' /f +' I -i ! \ I ! I "-I! ' .. ' I \ I I \l / NOTE: To accomparr; plans dated_-'..1 =-2-_,8'--"-0Be__ 2" H I --1- 7 1-+-+-+-+-+-+-+-+-+-+-+-+--L :'-, co I ·' I L_ ---1-,, --,. l-).._j_+-+_j_..)_1-'..._j._.i .... ----1---- - l-+-+-+-+-+-+-+-+-+-+-+--1--i-- - -+--+-+-+-+--~ >--!-+-+-+-+-+-+-+-+ "' _J__J_L.J.._J - - I i' -- -·''-,+-+-+-+-+-W'~''-+-+-+-+-+-+, \ .... , .. +-1-1!-+-W-l..1.W.\...W \CW-C-l!.-1-l-~ r++-,1-+-H+++'lh>t-lHH·"---+-- +-1-1\~il-lf+'l'+-\f-\hlf-1+-· ' \ _.I C-+_J_j_j'....,,,L.J__j_L..l..... ,_,C..4--)_J_~ _L_ -L_ _,,_J_~_L_J_l-./.._j_'-~- 1" GRID 1 a" A=2 sq ft I I I BICYCLE LOOP DETECTOR SYMBOL -~ "' -~ ro ' " _t_ 1. Minor variations in dimensions may be accepted by the Engineer. ST ATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 '-0" GRID A=70 sq ft* RAILROAD CROSSING SYMBOL ' ' ~,-7,i. µ~" _.:'__"------I ro I r----4, -8" ' ""I: --:' µ_4" ~~------' ~ 4'-8'' A=16.5 sq ft I"' l ~~~-4" ___ 4'-_1 _1 "------1 A=19.5 sq ft PAVEMENT MARKINGS SYMBOLS AND NUMERALS NO SCALE *70 sq ft DOES NOT INCLUDE THE 2'-0" x VARIABLE WIDTH TRANSVERSE LINES. A=17 .5 sq ft NUMERALS RSP A24C DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN A24C DATED MAY 1, 2006 -PAGE 11 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP A24C I\) 0 0 CJ) :l:I m < -(./J m C (./J -I )> z C )> :l:I C "C r )> z :l:I (./J "C )> I\) ~ 0 S-21-00 -----------------------------------------· --------------------------------------------------------------------------------------------------------------- Direction of Travel -.,. r ~~~~.~ ~----=~--=-~~s 8 8 8 8 1-1--~ :I~ Panel--............__ 800LBS 800LBS SOOLBS s◊OLBS r:===========::=:~ I Temporary. rai I ing_ -~ 8 J (Type K) or fixed obJect 8888, ~!~ : o,x Direction of Travel ~ ~I~ 2'-0" ~ To accompany plans dated_~1~2_-_cc8_-0~8"------ Direction of Travel--.-olx ,,.--------Temporary rai I ing r :'"" I/ . """ (Type K) or ~ fixed obs tac I e ARRAY 'TU14' Approach speed 45 mph or more ,::::c:::------:::=:::-,::=:::-----:::='i--'---'----'------ ~~~~7=-, '.1--=-----.=----=----c=--i 8 ~8--=14;cOO=Lc-B-8-340=0Lc:B-+8--:4ccOO=LB'-----8-3o=oLSB= 1 f'=-lf==:::j _c--t .~:J -; ! <□0~8888888 ~ ~l~ ~=-8888 -1~ tj~ Direction of Travel ~ Direction of Travel ~ ARRAY ox ,o :-:, ' TU 11 ' Approach speed less than 45 mph Direction of Travel _.., Direction of Travel ~ ARRAY 'TU21' Approach speed 45 mph or more Direction of Travel ~ "'Ix '0 :-:, ARRAY 'TU17' Approach speed less than 45 mph 3" 3" , II Max I ---Max I ::i~ rt-~-M-:o=du=l-e--r::;-M-:o=d=u:--1 e:--=J •• :i-===t:: ~~ .. L_.1 -----. PLAN ' 1~ ~:, Pallet~ q~ -~.='====e:='===c=a==;c1 '---Roadway surface ELEVATION NOTES: 1. § Indicates sand fi I led 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 top of Type R marker panel 1" below the module I id. 5. Refer to Standard Plan A73B for marker details. 6. Approach speeds indicated conform to NCHRP 350 Report criteria. 7. Use of pa 11 ets is opt i ona I. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CRASH CUSHION PALLET DETAIL TEMPORARY CRASH CUSHION, SAND FILLED (UNIDIRECTIONAL) See Note 7 NO SCALE RSP T1A DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN T1A DATED MAY 1, 2006 -PAGE 211 OF THE STANDARD PLANS BOOK DATED MAY 2006. I REVISED STANDARD PLAN RSP T1A I\) 0 0 en :ti m < 0 m C 0 -I > z C > :ti C "ti r > z :ti 0 "ti -I ..I, > L ________________________________ _L_I ______________________________________________________________________________________ S=I0-0$ ___ ,, --------------------------------------------------------------·-·"--------------------------------------- -------------------------------------- POST MILES !SHEET T0TAL-l ~---------------------------------------------------------------·· ~ Direction of Travel , " _dx //Temporar-y railing (Type Kl or temporary end of ~~~~~~~2~-~0--+, 1 '"~ =~ concrete barrier or temporary end of thrie beam / barrier or fixed object ~~~~~~-r/--=~_=-,---rs-==-8---==-18 8 Q Q LI __ f ___ ~t ~ 400LBS I00LBS 1400LB V \J I 'C) 8888 ~ji Direction of Travel__.,. ARRAY 'TB 11 ' Approach speed less than 45 mph -~=~or;-•~e~c~t-; orn~o~f~T_r_o~v~e-1 ~2~,~-~o'_' +, _t1 ~~~~f~ /~,s 88 8ooLBS SooLBS O O O I t ------, 20°'' 200LBS 400LBS 400LBS V V \J '~ 88888 ti Direction of Travel~ ARRAY 'TB14' /Temporary rai I ing {Type Kl or temporary end of / concrete barrier or temporary end of thrie beam I barrier or fixed object ~ ,,. 3" _ ,_I! Max I --Max t__:r flQ-::Mo::::d=u:::! e--(.--::M::::od=u:::I ~=J=i==*i ~\o;o/ j Approach speed 45 mph or more PLAN ~ Roadway surface ELEVATION CRASH CUSHION PALLET DETAIL See Note 7 NOTES: ,m, eco,,cc; I 2 ,,o 0 . os 2 cc 7 ,o 0.3/1.4 !'JI s Tl COUIH I I F"OUT[ I 12 I Ora I 55 I ~[).~-~ REG\STF0Er) Ct\TL EIKIIEER //j~0c~ D,i,~ ~ 1/,._,Q;-,,, June 6, 2008 [t:~Rand~~o~~;1att 1"2-,~\\ PLAMS APPROVAL DATE \\"-O ,;)L 1 he S'alo J Ca/1forma 0, ii" o•f,ccr v {C xp 6~:30-0S * agents shall nor 1/4 respo~s Die 'or ·f>E: occurac, ~" C Ill '-"' or comp/etef"/Eecs of e/ecrromc coo1eec of rn,s ptar, '-(!!r or---=-:-; lf,:7"fl s!'/efH. ~~ To accompany plans dated _ __,1_,2~-"8_-,,_0,,_8 __ 1. § Indicates sand fi I led module location and weight of sand in pounds for each module. Module spacing is based on the greater diameter of the module. 2. All 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 pallets is optional. ST ATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TEMPORARY CRASH CUSHION, SAND FILLED (BIDIRECTIONAL> NO SCALE RSP T18 DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN T18 DATED MAY 1, 2006 -PAGE 212 OF THE STANDARD PLANS BOOK DATED MAY 2006. I REVISED ST ANDA RD PLAN RSP T1B I\) 0 0 CJ) u, m C u, -I )> z C )> ::D C ,, r- )> z ::D u, ,, -I ... m S 15-C>S -~------·---· -----~ 01::TI courn, I ROUTE I POST ~i LES l"'~fl_T! s1~~tT\ TOT/lL PRO"l(Cl ~12 I Ora I . I I 21 I 55 0.3/1 .4 27 f! ~ ]j . ~ --~~ REGJS-EREO CIVI~ U<L ihEER j~-" ~ ·~ ' ' Ror«:lell O Hiott ':.. June 6, 2008 (~50200 !: ~ Direction of travel -PLAr"S APPROVAL DATE \\ O :;lL Trt,, Stale o' Ca11rorn1a or its o•f1cers or ~,~ xp. G-:30-0S * ' ~ ager.rs sh:J/1 not be responsible for the: occurocy s CIVIL ,. 0 Edge of traveled way____./ --I or ~o.mptereness of eleClromc cap1es of this pion ~•• ,~-1r&""' ' s/..aet ""-: CAL en Type P 8 8 8 8 -See Note 4 -Temporary rai I ing (Type Kl 12-8-08 Marker "' / To occompafff plans doted 0 <388 ' C or fixed object +-Pane I ____ N~ ( 0 8 8 8 8 i \ ' NOTES, 00 / ~ \ ? @) Indicates sand fi I led module location and weight of sand Edge of shoulder_/ 1. I\) -"------------See Note 3 in pounds for each module. Module spacing is based on the greater diameter of the module. 0 2. Al I sand weights are nominal. 0 ARRAY 'TS 11 ' a, 3. The temporary crash cushion arrays shown on this plan shal I Approach speed less than 45 mph be used only In locations where there wi 11 be traffic on one ::u See Note 9 side of the temporary crash cushion array. 4. If the fixed object or approach end of the temporary rai I ing m Is less than 15'-0" from the edge of traveled way, a temporary < crash cushion is required in a construction or work zone. -Direction of travel -en / 5. Temporary crash cushion arrays shal I not encroach on the 0 --I I 2'-0" traveled way. m ' Edge of traveled way ----r---C en 8 8 8 8 8 -r See Note 4 6. Arrays for median shoulders shal I conform to details shown -/ Temporary rai I ing (Type K) on this plan for outside shoulders. "' 0 Type P--...._ ;'~1888 ' C 1 .-or fixed object en +-N"i 7. PI ace the Type P marker pane I so that the bottom of the C Marker 200LBS 200LBS 400LBS 400LBS 8 8 8 8 8 °Z, panel rests upon the pal let and faces traffic. -I 0 Panel \...., ' 00 8. Refer to Standard Plan A73B for marker detai Is. )> J ~ \ s 9. For shoulder widths less than 8'-o", appropriate approved z crash cushion protection, other than sand f i 11 ed modules, C Edge of shoulder,.,, ~-See Note 3 shol I be provided at fixed objects and at approach ends of temporary roiling. The specific type of crash cushion shall )> be as shown on the project plans or as specified in the ::u Special Provisions, or if not shown on the project plans or ARRAY 'TS 1 4' specified in the Special Provisions, shal I be as approved by C the Engineer. Approach speed 45 mph or more 10.Approach speeds indicated conform to NCHRP 350 Report "'tJ See Note 9 criteria. r- 11. Use of pal lets is optional. )> 3" 3" d z ~1-Max b r:odul~ I ::u en ~~-"'tJ __l -I -. PLAN ,x I\) • 'O 1'0!::'.2: .-~1-F-Modules / ( I ST ATE OF CALIFORNIA '° ••• ~ I I I DEPARTMENT OF TRANSPORTATION j ~ TEMPORARY CRASH CUSHION, " SAND FILLED I '--Roadway surface ' <SHOULDER INSTALLATIONS> ELEVATION NO SCALE CUSHION PALLET DETAIL RSP T2 DATED JUNE 6, 2008 SUPERSEDES STANDARD PLAN T2 CRASH DATED MAY 1, 2006 -PAGE 213 OF THE STANDARD PLANS BOOK DATED MAY 2006. See Note 11 I REVISED STANDARD PLAN RSP T2 I 5-1 5-06 -·------------- POST f,ILE'.:, SNC:[Ti lOTAL 01s1 cour,ri ROUTe TOTAL PROJECT r,o. 'SHEETS Gravel Bag Berms placed to intercept runoff from converging directions GRAVEL BAG BERM (TYPE 3A) SPACING TABLE 12 Ora 55 0.3/1.4 22: 21 SLOPE OF ROADWAY (PERCENT) 1 to 3.9 4 to 5. 9 6 to 7 .9 8 to 1 O 10+ INTERVAL BETWEEN BERM 100' 75' 50' 25' 12' For slope of less than 1 %, instal I barriers only if erosion/sediment is prevalent \ FLOW ~ Edge of Traveled Way FLOW ~ ~·-ROADWAY---·-- PLAN CONFIGURATION FOR SAG POINT INLET (GRAVEL BAG BERM) \ \ ' , \ \ \ \ \ -. ~= . c...--Spillway Place additional bags on top of curb and upstream of Grovel Bog Berm to prevent over topping. Stack gravel-filled bags 1-layer high for spillway and 2-layers high for remaining berm PERSPECTIVE Ci. 1 I t I (See Table) I ~n erva .~Spillway • ~'-O" { { /<.,,-Grnvel Bag Berm ; Typ f f / / ----------'---1----------1---l---... ./ _______ _ / t;'■lc~~---/; Sidewalk or __J ~ .P \ .,/ / Shoulder Backing / 1 \b~ ~./ ~ Curb or Dike___, / \"" '--c J_Y~-~~, -__] --:5 --~-~~~'-~~-s' Drainage Inlet__/ 4'-0" Min from Edge l------I 6'-0" Min of Traveled Way r ---ROADWAY------ PLAN TEMPORARY DRAINAGE INLET PROTECTION (TYPE 3Al (GRAVEL BAG BERM) Trench and embed erosion control blanket or geosynthetic fabric in trench adjacent to drainage inlet SECTION A-A Linear Sediment Barrier S~rovel Bog Berm Shown) -~~~ ~--, ,--'-- Sheet Flow u ID ... 0 c, ... 0 C-ID~ 0 C a u PLAN ~---Erosion Control Blanket / or Geosynthetic Fabric ;-Li near Sediment / Barrier (Gravel Bog / Berm Shown) x 6" Trench r; Spi I lwoy with single layer of grovel-fi I led bogs Drainage Inlet ~,o~ ~e', s'0e /·-···--Concrete apron To accompafrj plans dated __ _c1 =.2-_:Be_-_,0"8'--- NOTES: 1. Place safety cones adjacent to drainage inlet protection. 2. Dimensions may vary to fit field conditions. 3. lnstal I a minimum of 3 grovel bog berms upstream of each drainage inlet to be protected. 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 in I et is vegetated or paved. • { If present, See Note 4) Construct Gravel Bag Berm by tightly abutting gravel-filled bags to eliminate gaps and voids 16 gauge Steel wire STAPLE DETAIL s~ "•, "' /o,._ ST ATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TEMPORARY DRAINAGE INLET PROTECTION (TYPE 3Bl POLLUTION DETAILS TEMPORARY WATER CONTROL <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 N 0 0 a, z m =E u, -t )> z C )> ::u C "tJ r- )> z z u, "tJ -t a, N 7-1;-0f ~--------------------·----------------- ' , I 1 /// ;-Drainage Inlet Grate I / _;-Dump straps ( 2 each) // _,/ . . I I / , /,-L1ft1ng loops 2 each I 11 i ,-I '~ • -...... ...__ ___ Sediment Filter Bag -................. ~....._ . . --Expansion Restraint l;';:,:;:::,:;:::,;2,~/ ---·----Catch basin SECTION B-B SEDIMENT FILTER BAG DETAIL -----·----Linear Sediment Barrier (Temporary Silt Fence Shown) .--Curb or Dike ,-Drainage Inlet / I Pavement Surface l / ! 1 /'ow / 1~--Catch basin SECTION A-A 1 0'-0" Min l I 1 0'-0" Min =/ 'it / ' ~ Li near Sed i rnent Borr i er i / (Temporary Silt Fence Shown)_,/ / ~ -,-......, ~ ; A, ~ '--Drainage Inlet with Curb or Dike----• ~ ~ Sediment Filter Bag ----ROADWAY ----- PLAN TEMPORARY DRAINAGE INLET PROTECTION (TYPE 5) (SEDIMENT FILTER BAG) f \O'l'l _:------ ~---------Linear Sediment Barrier (Fiber Roll Shown) --------Curb or Dike ------------------------ DIST covr,n, FiOUTE ! POST MiLES SH[ET T(,T/\L --+-~'°~"~'-'"-""'"o."°•Ecc_,,-+-""'""-o ·--+'-'""'""'"-""'j' 12 Ora 55 0,3/1 .4 23 I 21 jw(4 ~ /~---~ L]LENSED ~AtmSCAPE A~lhiTECT ".\, ~f Sc~ 4,9(''" August 1 5, 2008 PL,\WS APPi<OVA'--DATE Tr,e Stale of Calirornio v flee offic.:rs or a,;ents shui/ net oe reecpc,nsible for rt>f o,ccuroc or comple/en&&s o' ele"rrooic copies of /h/s pl $11eer. '/)' ~-,., .;; ',;~\ To accomparry plans dated _ __,_1=-2-_,B,_-_,,o_,,_8 __ ,-----------~---Gravel-fi I led Bag // (PI ace one bag at each end) / 1------Rigid Plastic Barrier 1 (Extends beyond grate) NOTES: I;" t / - 1 / , r Pavement Surface '~c::t:?/1 ~ ~ U /·•·•; 'I/// I ///I /j/l// : Catch basin __J-.--~ -- ----- SECTION TEMPORARY DRAINAGE INLET PROTECTION (TYPE 6A) (CATCH BASIN WITH GRATE) ---------------- --------- -Gravel-filled Bog 1. See Standard Plan T51 for Temporary Silt Fence. 2. Dimensions may vary to fit field conditions. (Place one bag at each end) ---Flexible Sediment Barrier (Rigid Plastic Barrier Shown) ----Curb Inlet PERSPECTIVE TEMPORARY DRAINAGE INLET PROTECTION (TYPE 6B) (CURB INLET WITHOUT GRATE) 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 I\) 0 0 O> z m :e en -I > z C > ::u C 'ti r-> z z en 'ti -I O> ~ 7-11-08 r---------------------·-------------- ELECTROLIERS STANDARD * High mast I ight pole TYPES Double Arm I ighting standard Q---o 15, 15D Existing electro I ier ~ 15 STRUCTURE t--------·--- ~ 21, 21 D STRUCTURE (F)------o NOTES: Electro I ier foundation (Future instal lotion) l&-----<> 30 ~ 31 1. Luminaires shall be 310 W HPS when installed on Type 21, 21D, 30, 31,321 35 and 36-20A Standards, unless otherwise specified. Luminoires shal I be 200 W ~ 32 HPS when installed on other type standards or poles, unless otherwise specified. iQ--o 35 2. Luminaires shal I be the cutoff type, -- (t--o 36-20A ANSI Type III medium cutoff I ighting distribution, unless otherwise specified. 3. Variations noted adjacent· to symbol on project plans. 0--------o Electro I ier (see project notes or project plans) 0-------. Luminaire on wood pole ~ ~ ~ ~ rm [ill @Bl ~ [ill ~ rI9 ~ [@ §] ~ ~ ~ §1 §] ~ STANDARD NOTES: Abandon. If applied to conduit, remove conductors. Instal I pul I box in existing conduit run. Pedestrian barricade, type as indicated on pion. lnstal I conduit into existing pul I box. Connect new and existing conduit. Remove existing conductors and instal I conductors as indicated. Conduit to remain for future use. Remove conductors. lnstal I pul I wire or rope. Detector handhole. Foundation to be abandoned. Instol I sign on signal mast arm. No slip base on standard. Photoelectric control. Photoe I ectr i c unit. Equipment or material to be removed and become the property of the Contractor. Remove el ectrol ier, fuses and ballast. Tape ends of conductors. Relocate equipment. Remove and reuse equipment. Remove and salvage equipment. Sp! ice new to existing conductors. Service disconnect. Standard to remain for future use. Remove luminaire, pole conductors, fuses and ballast. ~ Telephone service point. 12 I Ora I 55 0.3/1 .4 I 24 27 ABBREVIATIONS AND EQUIPMENT DESIGNATIONS PROPOSED EXISTING BBS BC C CCTV CKT CMS OLC EMS EVC EVD FB FBCA FBS FO G GFCJ HAR HEX HPS !!SNS ISL LED LMA LPS LTG LUM MAT MAS MAS-4A MAS-4B MAS-4C MAS-SA 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 hor hex hps i isns isl led Imo lps ltg lum mat mas mas-4A mas-4B mas-4C mos-5A mos-5B me m/m mt mtg mv N NC NO pb pee ped peu ppb rm sb sic sig sma sns sp tdc tms tas veh xfmr comm rwis Battery backup system Bolt circle Conduit Closed circuit television Circuit Changeable message sign Loop detector lead-in coble Extinguishable message sign Emergency vehicle cable Emergency vehicle 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 I ighting 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 signal section Mercury contactor Multiple to multiple transformer Conduit with pul I wire or rope only Mounting Mercury vapor I ighting fixture Neutral (Grounded Conductor) Norma 11 y c I osed Norma 11 y open Pul I box Photoelectric control (Type I, II, III, ]l or X as shown) Pedestrian Photoelectric unit Pedestrian push button Relocated equipment Ramp metering SI ip base Signal interconnect cable Signal Signal mast arm Street name sign Service point Telephone demarcation cabinet Traffic monitoring station Traffic Operations System Vehicle Transformer Commun i cot ion Roadway weather information system To accomparr; plans doted __ ~1~2~-~8_-~0~8~_ SOFFIT AND WALL MOUNTED LUMINAIRES -0 +-0 ➔ <l--Q9 <>-® Pendant, 70 W HPS unless otherwise specified. Flush, 70 W HPS unless otherwise specified. Wal I 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 lumlnaire. 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 N 0 0 a, :::c m < -(J) m 0 (J) -I l> z 0 l> :::c 0 "'C r- l> z :::c (J) "'C m (J) I .... l> ~----------------------··-------------------------------· -·-------------------------------------------------------------------------------------------~ PROPOSED ------ ------- -c--- -T--- -F--- -FO--- ----3 ~ PROPOSED OH ------ -II-" CD CONDUIT EXISTING ------ ------- -c---- -t--- -f--- -to--- ----3 0 SERVICE EXISTING oh ------ --:---~-u L--~ ,- ' , -,.. -, ~~~'1 ,-----.-., ~:.:-__ ~ Lighting Conduit, unless otherwise indicated or noted Traffic signal conduit Communication conduit Telephone conduit Fire alarm conduit Fiber optic conduit Conduit termination Conduit riser in/on structure or service pole EQUIPMENT Overhead Ii nes Wood pole "U" indicates ut i I ity owned Pole guy with anchor 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 _,r--Type of installation TYPE H SERVICE -28'-1 O" -Pole height above grade .( ILLUMINATED OVERHEAD SIGN PROPOSED EXISTING "'" ~ C' I' r> ',,.,, l,i t I •' I • ~ t Overhead sign -Single post ,_, ,_, ,_, i ,, '' sign -'' Overhead Two post '' t.l I C' Overhead sign -Mounted '' '' on s-tructure I ,, " 0) Overhead sign with electrolier t j I PROPOSED [I}- ' ' ' ' ~ SIGNAL EXISTING ,-,--, :--~-~ -- f---------j ----_-_-_;.~------ PV :-~t--~:~ ~_;..~~ ~~-;:~ \/ " ' ' ,--!.--,--'\} ; :;: :; ;:;::; ,-,-, ,-,-, _',-:..;____'f_ :.J I EQUIPMENT Pedestrian signal face Pedestrian push button post 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 visibi I ity sections "8" indicates al I 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, yel tow 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 illuminated street name sign Type 33 Standard, Left-turn vehicle signal face and sign Standard with luminaire 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 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 ~~:'._Tl COUHT"r j ROUE 12 I Oro I 55 0.3/1.4 I 25 I 21 To accomporff plans dated __ ~1~2_-~B_-~O~B __ SIGNAL EQUIPMENT Cont PROPOSED EXISTING • 0 - 0 Guard post Type 1 Standard with "Meter On" sign --<1 Emergency Vehicle detector NOTES: 1. All signal sections shall 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-1B DATED OCTOBER 5, 2007 SUPERCEDES STANDARD PLAN ES-1B DATED MAY 1, 2006 -PAGE 401 OF THE STANDARD PLANS BOOK DATED MAY 2006. I REVISED STANDARD PLAN RSP ES-1B N 0 0 a, :a m < u, m C u, -I )> z C )> :a C .,, r )> z :a u, .,, m u, I ... ca ----------------------------------------------------------------------------------------------- EQUIPMENT IDENTIFICATION ILLUMINATED SIGN IDENTIFICATION NUMBER: ~ Sign number -Place on post or structure Sign No. 12345 \~'~!~ ! i --Transformer rating (kVA) "\ .. Do NOT place ! Lighting control type I on standard or Number and type of fixtures) structure ELECTROLIER OR EQUIPMENT IDENTIFICATION NUMBER: 15'-0" -~~ 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#14J__Q_!:_0 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 [2J [3J Project note numbers (1) (~ 19 Equipment description, instal lotion or item numbers & & & Conduit run numbers SIGNAL AND LIGHTING STANDARD (TYPICAL DESIGNATION): .lrA -r-~ I --Wind velocity = 100 mph Case 3 arm loading Standard type PROPOSED =CMS il =EM5 IU<l M V < Stan?ard Plan sheet number ·"--/ Deta1 I number or letter MISCELLANEOUS EQUIPMENT EXISTING --------: ems :-----~-; ·----~ -. ------, ems m V Changeable message sign Closed circuit television camera Highway advisory radio pole and antenna Ext i ngu i shab I e message sign Detection device M = Microwave sensor V = Video image sensor I 3 5 6 7 8 9 9A WIRING DIAGRAM LEGEND P Pole CB Circuit breaker A Ampere V Volt M Metered UM Unmetered NB Neutral bus GB Ground bus G Equipment grounding conductor ---- ---- ~ --v"-- --1 f-- 0 --;1-f-- 47 External conductor Conductor or bus Tie point Contactor coi I Contactor, Contact NO Terminal blocks Contactor, Contact NC Enclosure bond To accompaf'fj plans dated __ .c.1 2=.-_8=.-...:0:cS=.__ N Grounded conductor (Neutral) : Gr-ounding electrode -$ VEHICLE DETECTORS PULL PROPOSED EXISTING D ' ' 3 9A(21) D ,--~--: : _____ , = No. 3½ pul I box = No. 5 pul I box = No. 6 pul I box = No. 7 (Cei I ing pul I box) = No. 8 (Pendant soffit pul I box) = No. 9 pul I box = No. 9A pul I box -------Circuit breaker 1 Receptacle BOXES Pul I box-No. 5 unless otherwise indicated or noted. Pul I box-Additional designations or descriptions (C) = Communications pul I box (El = Pul I box with extension (S) = Sprinkler control pul I box (21) = Anchor bolts and conduit for future instal lotion of Type 21 Standard (Tl = Traffic pul I box I 5 Vehicle detector designation J 9 ul 1 '~---U = Upper L = Lower '-----Slot number in input file Input file (I or J) '-------Phase PROPOSED □ ◊ El LJ 0 B EXISTING ,-----, ' ' ' ' ' -___ , :~:-,~1 ~~ ~----: ,-- - --, Type A detector loop. Out I ine of sawcut shown. Type B detector loop. Out I ine of sawcut shown. Type C detector I oop. Out I ine of sawcut shown. Type D detector I oop. Out I ine of sawcut shown. Type E detector I oop. Out I ine of sawcut shown. Type O detecto1 loop. Out I ine of sawcut shown. Magnetic detector Detector handhole 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 ST ANDA RD PLAN RSP ES 1C I\) 0 0 CJ) :ti m < "" m C "" -I > z C > :ti C "ti r > z :ti "" "ti m "" I ... 0 LOOP INSTALLATION PROCEDURE 1. Loops shol I be centered in lanes. 2. Saw slots in pavement for loop conductors as shown in detai Is. 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. 5. 6. 7. 8. Bottom of saw slot shal I be smooth with no sharp edges. Slots shall be washed until clean, blown out and thoroughly dried before ins ta I I ing loop conductors. Adjacent loops on the same sensor unit channel shal I be wound in opposite directions. Identify and tag loop circuit pairs in the pul I box with loop number, start (S) and finish (Fl of conductor. Identify and tag lead-in-cable with sensor number and phase. Instal I loop conductor in slot using a ¾~" to 1/4" thick wood paddle. Hold loop conductors with wood paddles \at the bottom of the sawed during sealant placement. slot) 9. No more than 2 twisted pairs shal I be installed in one sawed slot. 10. Allow additional 5'-0" 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 resistance and insulation resistance at the pull box before filling slots. 13. Fill slots as shown in details. 14. Splice loop conductors to lead-in-coble. 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 coble. 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 controller cabinet location. 18. Where loop conductors are not to be spliced to a lead-in-cable, the ends of the conductors shal I be toped and waterproofed with electrical insulating coating. SECTION A-A SECTION B-B SLOT DETAILS TYPE 1 AND TYPE 2 LOOP Direction of travel -6'-0" M ![iA 8 B 6'-0" i---i 0 _, '-_L_ EP -----------·--·----------- ) Lane I i ne ~-~ _\_ lI --l--EP -----,----. o, '' • I -[___-=~ -------,\ ' ' oT '> Lane I ine ii/ ___l_ lI ------------ OJ'.:,T COUIH'r ROUE PO:,l M[LES SHEETi T(,JAL TOTi'L PROJECT __!::!_(), SHf;.ETS 12 Ora 55 0.3/1 .4 27 27 To accompaf'rj plans dated __ ~1 ~2_-~8_-~0~8 __ '~ Pul I box Pul I box '-Pul I box ~ Pul I box TYPE 1A INSTALLATION TYPE 2A INSTALLATION SAWCUT TYPE 3A INSTALLATION DETAILS TYPE 4A INSTALLATION •. I (Type A I oop detector configurations i 11 ustrated} 1. 1A thru 4A = 1 Type A loop configuration in each lane. 2. 1B thru 4B = 1 Type B loop configuration in each lane. 3. 1C = 1 Type C loop configuration entering lanes as required. 4. 1 D thru 40 = 1 Type D loop configuration in each lane. 5. 1E thru 4E = 1 Type E loop configuration in each lane. 6. 1Q thru 40 = 1 Type Q loop configuration in each lane. (Use Type A, B, C, D, E or Q loop detector configurations only when specified or shown on plans) WINDING DETAILS See Notes 6 and 7 ' ',Splice Loop sealant ' ,-::.,-// F~./ ,- 1 I I I I I .... +--'---- : ____ ~ -.........__ 2nd loop (twisted) TYPICAL LOOP CONNECTIONS See Note 9 -1st loop (twisted) SECTION C-C CONDUCTOR (Dashed lines represent the pull box) ST A TE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION ELECTRICAL SYSTEMS <DETECTORS> NO SCALE RSP ES-5A DATED OCTOBER 5, 2007 SUPERCEDES STANDARD PLAN ES-5A DATED MAY 1, 2006 -PAGE 423 OF THE STANDARD PLANS BOOK DATED MAY 2006. REVISED STANDARD PLAN RSP ES-5A I\) 0 0 0) :a m < en m C en -I )> z C )> :a C ,, r- )> z :a en ,, m en I CJ'I )> 6-1 T-Oi