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HomeMy WebLinkAboutR_5988_Sa C < Sheet No. 1 2-3 4 5-9 1 0-16 1 7 1 8-21 22 23-25 26 27 28 29-38 39-44 INDEX OF SHEETS Description Title and Location Map Layouts Temporary Water Pollution Control Detai Is Uti I ity Plans Utility Details Construction ·Area Signs Traffic Hand I ing Plans Tr-affic Hand I ing Quantities sign PI ans Sign Detai Is Sign Quantities Summary of Quantities Electrical Plans Revised Standard Plans THE STANDARD PLANS LIST APPLICABLE TO THIS IS INCLUDED IN THE NOTICE TO CONTRACTORS AND SPECIAL PROVISIONS BOOK. CONTRACT END CONSTRUCTION STA 100+83 KP 31.8 PM 19.8 End Work Sta 95+00 ROUTE 1 /55 Se TO The Contractor sha I I possess the C ! ass ( or CI asses l of I i cense as specified in the ''Notice to Contractors." FOR"' OC·OE·93·~C (REV. 3/88) ROUTE ,,, I L0!,1'c TE"l P0S T SHEE I I {.JI AL TOTAL PROJECT No, !SHEETS STATE OF CALIFORNIA 12 Ora 29.7/31.8 44 DEPARTMENT OF TRANSPORTATION PROJECT FOR CONSTRUCTION HIGHWAY PLANS STATE ON Eb IN 0.1 tiiHrans ORANGE COUNTY IN NEWPORT BEACH KM FROM DOVER DRIVE SOUTH OF ROUTE 1/55 SEPARATION To be supplemented by Standard Plans doted July, 2004 NEWPORT BEACH NO SCALE RELATIVE BORDER SCALE JS IN MlLLlMETERS LOCATION MAP Tre Store of Culifocnia or irs officers O,' 09ents snail not be responsi/;,ie for the occuracy or completeness of electronic copies of tn.'s pion steel. BEGIN CONSTRUCTION STA 121+92 KP 29.7 PM 18.5 NORTH ARM NEWPORT BAY BRIDGE Begin Work Sta 125+00 • USERNAME = > -r,rn i kes I DGN i:;LE => c0f7'121ob001 .dgn lo get to the Co/trans wet1 site. QO to: http://www.dot.co.gav November 20, 2006 Contract No. 12-0F7424 I cu 12209 EA OF7421 ~ ro NO 0 >-w ~ CD > 0 w w "' ~ w > >-w 4 "' 0 w >--< 0 z s r = 0 r oc 0 ~ ~ z z = oc C, r ~ 0 (/) r w z ~ 0 "' r oc = ~ ~ = = DIST COUNOY NOTES: CURVE DATA 12 1-FOR COMPLETE RIGHT OF WAY DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE I No. I R 6 L LEGEND: -~ 200 mm ASPHALT CONCRETE (TYPE A) MINOR CONCRETE (Misc Const) [ZJ ,cuRB RAMP DETECTABLE WARNING SURFACE STA 104+91.8 G) : CURVE No. END SAWCUT 104+40 R/W STA 104+88 END REMOVE Cone CURB, CURB RAMP & SIDEWALK END Cone CURB RAMP CASE A DETAIL B __ STA 104+89.9 __ (c Cone CURB RAMP\\ Beg SAWCUT ~ Beg REMOVE Cone CURB~ CURB RAMP & SIDEWALK "-,'-_ R/W Beg Cone CURB RAM CASE A DETAIL 8 --NB ROUTE 1 •,, ',,"-,, S 60°051 '22" E SB ROUTE 1 -- //_//'' / STA 104+84.4 Beg SAWCUT Beg REMOVE Cone CURB, CURB RAMP & SIDEWALK Beg Cone CURB RAMP- CASE A DETAIL B / / STA 104+89.2 End SAWCUT End REMOVE Cone CURB, CURB RAMP & SIDEWALK STA 105+7.8 Beg SAWCUT \ Beg REMOVE Cone CURB, 1 CURB RAMP & SIDEWALK 1 1, Beg Cone CURB RAM CASE A DETAIL B w ::, z w > <t w 0 -Vl a: w > -a: I I \, ',1 I ,, \ ( 0. 70 176°41'17" 2.2 STA 105+9.5 ft Cone CURB RAMP STA 105+11.1 / END SAWCUT / / END REMOVE Cone CURB, CURB RAMP & SIDEWALK / END Cone CURB RAMP I I cu, ewe e I R/W 11-20-06 PLANS APPROVAL DATE T~ $rare ot California or ils oqems 5/liJI/ nc,,/ l-c responsi/:Jle or completeness of electronic To get to rlc Ca/trans weo s.'te. go to: http:/ lwww.dot.s,:a.ao>' Exist CROSSWALK \ \ 2.63 m Rt STA 105±..Ll.,5 __ Beg CURB (TYPE A1-150) JOIN Exist I , THERMOPLASTlC Pvmt MARKJNG q_ ROUTE 1 /_.~~~ (300 mm CROSSWALK STRJPE) ~~:-:---~~=--,-"'-,-____; 200 mm ASPHALT G>-~ • _.,-/ ~ ~ ~~~Exist CURB 1 1 ' '-,~ PROTECT IN PLACE ' -~ I ~ ~- I ~-· ''-._ Ml NOR Cone W,i §<:_G_o.os.:tl , I , "-', .. I '-- -r ,, 3.89 m Rt STA 105+13.5 Cone/ End CURB (TYPE Al-150) (TYPE A) DETAIL II A II JOIN Exist NO SCALE 2. 5 m Rt to 4. 0 m Rt 2.63 m Rt STA 105+13.5 s.IA 105+12.0 ~T"H0E"R"M00;;,PLASTIC Pvmt MARKING\ (300 mm CROSSWALK STRlPE) '\ ' \ / REMOVE Exist Cone MEDIAN Beg CURB -JOJN Exist 1/ (lROUTEs 160'051 '22'' E_ 1 05+00 /KX X\ 1 05-i--40 /' \,' • \ SEE DETAIi: "A"/_,/ \ 3.89 m Rt STA 105+13.5 STA 105+10.5/ il Cone CURB RAMP STA 105+7.2 Beg SAWCUT Beg REMOVE Cone CURB & SIDEWALK Beg Cone CURB RAMP -CASE C END REMOVE Cone MED1AN ISLAND END CURB -JOIN Exist \\ \ \\ \\ R/W \\ STA 105+13.8 '--cE"N"□C"CSCCACCWCCCCCUCCCT----~ END REMOVE Cone CURB & SIDEWALK END Cone CURB RAMP -CASE C ISLAND ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. LAYOUT SCALE 1 :200 L-1 "' 0 ' 0 N o e End Cone CURB RAMP 0 LL:~...i ______________________ , _ _:C::A'.:S:.'E:_'A'._'O:'.'.E:_Tc'A'.'lc:L:...:B:._ _________ -;R:;E-;L-;AT;l;;V;;E:-::BO;:;R;;D;:E;::R-:S;;C::A::-L;E----;--;;,c;---:,;;;0--,,;;o--;,,;--T,::-Sc::e--,-:'"-:,-c-,-,--c--,o--,-:-,,----------------T1_c_u __ 1-:2-:2-:o-:9------r::E~A-O:-F::-7::-4-2:-1-------~, JS IN MILLIMETERS. DGfl Fili: =>c0f7421eo001.oqr, ' 0 r <D 0 w V, > I~ lw 'e--l;:i z 0 ~ ~ ~ oc 0 ~ ~ z ~ oc ~ ~ 0 ~ z w ~ ~ oc ~ ~ w = ¾ ::: z oc 0 ~ -~ ~ . ~ ~ 0 C c w ~ I ~ ~ ~ ' :; 0 w V, > w ,r w e--<( 0 ..I C <( 0 z C, Cl) w 0 j di NOTE: BEGIN 1-FOR COMPLETE RIGHT OF WAY DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE STA 106+45.5 PLACE CURB RAMP . DETECTABLE WARNING SURFACE'-~ TO EXI'STING CURB RAMP "' "·"'-··-,,. • • --------~R/0,Wf__ ________ ____,~ SB ROUTE 1 --- R/W STA106+41.7 REMOVE Cone CURB, CURB RAMP & SIDEWALK BEGIN Cone CURB RAMP -CASE 'C" JOIN Exist Cone CURB / STA 106+44.7 ~ Cone CURB RAMP CASE "C" --1 C (/) --1 -z l> < "' z C "' I I STA 106+58.3 PLACE CURB RAMP / DETECTABLE WARNING SUF ACE · TO EXISTING CURB RAMP R/W 0.8 m Lt TO 13.0 m Lt STA 106+64,2 EXist THERMOPLASTIC Pvmt MARKING (300 mm CROSSWALK STRIPE) .PROTECT IN PLACE +NB ROlJTE 1 i, \! ' I --- ', l STA 106+47.7 ~-------------- END REMOVE Cone CURB CURB RAMP & SIDEWALK END Cone CURB RAMP -CASE "C" JOIN Exist Cone CURB RELATIVE BORDER SCALE JS IN MILLIMETERS 20 SB ROUTE 1--- 2 7 rn Rt TO 12.9 m Rt STA 106+64.1 REMOVE THERMOPLASTIC Pvmt MARKING (300 mm CROSSALK STRIPE) R/W USERNAME = > tr-luthy DGN FILE=) c0f7'!21eo002.dgn DlST COUNTY ROUE 1 2 Ora 1'1LOMETER POST SHEET TOTAL. TOT4L PROJECT No. SHEETS 29.7/31.8 ! 3 44 ------+----l--- --------- ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. LAYOUT SCALE 1:200 cu 12209 EA OF7421 L-2 0 ro ZN II I\ "' 0 ' ~ N ' 0 . I I I DISTI COUNTY I ROUTE I \SL-/f[E ;~iJ~i\ 1 1 5~,EoE.rl s1"'0E1::\\ GRAVEL BAG BARRIER (TYPE 3A) SPACING TABLE ~"' 121 Ora I 1 I 29. 1131.s I 4 I 44 I SLOPE OF ROADWAY (PERCENT) I 1 to 4 I 4 to 6 I 6 to s Is to 10 11-0 + I Oc1~E~!v!/fbE~O~n~~,~,,oms,,,,, !INTERVAL BETWEEN BARRIERS 1ml I 30.0 I 22.5 I 15.0 I 7 .5 14.0 I 1/'<-,, [ ':;,"' ADIL MUJTABA -,,2:, For slope of I ess than 1%, instal I barriers only if erosion/sediment is prevalent 11-20-06 ll~N:--c"~~ ! ! PLANS A0PROVAL DATE \\cc , 9/30/2008 ""..._ 0 Tt",e Srote c,f California or irs ofriecrs or '\~{I: "P·-~•"!}-/ >-w a9enr.s •5t;J// not Ix: respoosfb{e for rt>;, oxuracy ~J_,4 CIVIL , .. /,-V> ~~~~mp!etenress or e1ectron1G copies of tnis ;Jla,~ 1c OF c,,c 1,o'I" m -> 0 w w QC Tc get ru trre Cairruns we/J olts. go lo: nitp:/ lwvM.do!.w.qw V> -w > e-Place additional bags on top of w "" \ NOTES QC 0 curb and upstream of Grovel Bag \ ~ w \ \ / Barrier to prevent over topping. e-I. "" , / / Place safety cones adjacent to drainage 0 , \\ \ / , inlet protection. \ \ / / \0'-~/'-L~ ,-----~/ -~ Ins ta I I gravel-filled bags flush 2. Dimensions may vary to fit field conditions. .\ ~/~ against curb or dike face. DRAINAGE INLET LOCATION cone s , . , • ., ( : ~ 3. Instal I a minimum of 3 gravel bag barriers \ ' " ------~ Construct Gravel Bag Barrier upstream of each drainage inlet to be ,, __ ,,--_~ ~~--- fLO~ I ' by tightly abutting gravel-filled protected. bags to eliminate gaps and voids Direction Drainage 4. Position 1:,rosion control blanket or Inlet Station CURB --------_ • -.• . . ---geotextile fabric at edge of concrete ---I ,---"( ,' apron and secure in trench. '-f· · J~1 __ ,'•--·1·· I ~?: l ~' ,,,. 5. Erosion control blanket/geotexti le fabric '>- Spi I I way_/ / ·:.---...:-_____, ----. • ! I om >-is not required if the area adjacent to w m 1 1 05+00 /. I ,-0 0 ! I ' the drainage inlet is vegetated or paved. <OCW w -FL/ / I Barrierj ___ / ~z ::,~ ~ • / u-u .,, End of Grove I Bag ~V> w " INLET,,,../ <OCW I a 2 117+40 uo u QC D Stack gravel-filled bags 1-layer high/ Extend as necessary to force C for spillway and 2-loyers high f0r ponded runoff over spi I I way " instead of out flanking around c( 0 remaining barrier .0 3 118+22 end of barrier . a:i .c PERSPECTIVE .,, rr c( L w 0 w I-z z ~ -.., 4 118+70 'i. 0 z :::> I (See Table) w Interva I :e I ~ Spillway ~ 0 5 ~ I ~ ; / / Gravel Bag w 119+25 1.2 m , ..I Typ : ~ Barrier 0 -rr I ~/ ~ 0 R/W c( -y. I ... ........ .. ~ /1 • 6 103+55 I ! .,, if, " ... . .......... > / I 0 ... _ ' / Sidewalk--// / L \; ~ ··FLOW QC D 7 Flow Line--/ / -1 C 110+06 " Curb ____ j / I \' " , z 0 s .0 ' .c , \:----1 r .,, Drainage Inlet~' , 1 .8 m Min i 4 0 " r 8 = a 112+62 ! 0 ~ - --------------------... --------------------------------·--------- ~ -+ = z z 1.2 m from Edge of ! ----~OADWA Y -------4 = CJ Trove 11 ed Way ("MTrl"J r 9 112+95 PLAN ~ -0 Cl) r w = w 0 ~ TYPICAL TEMPORARY DRAINAGE ~ = INLET PROTECTION (TYPE 3A) 4 ~ w (GRAVEL BAG BARRIER) ALL DIMENSIONS ARE IN a 0 MILLIMETERS UNLESS OTHERWISE SHOWN 0 N ' oro TEMPORARY WATER POLLUTION ZN 4 O• z CONTROL DETAILS = "' 0 co ~ -I (TEMPORARY DRAINAGE ww ~ 4 33 ~ . INLET PROTECTION> cc ~ WW 0 ;~ w ~ -4 w ~ NO SCALE 0 = WPC-1 ' ~ t N ! 0 -I RELATIVE BORDER SCALE C " '° ~Q ec ! USERNAME I cu I EA OF7421 IS IN MILLIMETERS ' ! ' ! ! =>tr-Kathy 12209 ! 10GN FILE ->cCf7~2lgo007 .dgn C, >-w uo ro > C, w w c< uo w > c-w 4 c< C, w c-4 " = 0 ~ <C Q ~ oc 0 ~ ~ = z <C oc C, ~ ~ 0 u, ~ w = w Q "' ~ oc <C ~ w 0 <C = oc 0 ~ ~ j <C u ~ 0 -w C ~ -<C ~ t;:; ~ It rr,rr, vcP-sw,-ocso ABBREVIATIONS SCE SCG PB CNB OCSD CCV FMS DU SOUTHERN CALIFORNIA EDISON -SOUTHERN CALIFORNIA GAS -PACIFIC BELL CITY OF NEWPORT BEACH ORANGE COUNTY SANITATION DISTRICT -COMCAST CABLE VISION -FORCED MAIN SEWER -DUCT CBL -CABLE 1 orJ m'T' DU-Eleet-SCE BUR -BURIED RCSCP -REINFORCED CONCRETE STEEL CYLINDER PIPE DIP -DUCTILE IRON PIPE CML & CSP -CEMENT MORTAR LINED & COATED STEEL PIPE STL -STEEL HPG HIGH PRESSURE GAS PE POLYETHYLENE 2 4 rr-X 6.7 m X 2.7 rn V.ll.lJU-SCE 7.2 m X 7.8 8 X 2,i m ,AU_ 5-·100 mm DU-Elec+-SCE 1 sc, mIr CIP-Woter-CNB P-Sw:-CNB 200 mm STL-Gos-SCG 13.96 m Rt STA 105+09 Traffic Signal 607A THIS PLAN ACCURATE FOR EXISTING UTILITIES ONLY RELATIVE BORDER SCALE IS IN MILLIMETERS USERNAME => tr-kc,tr,y DGN F [LE =) c0f742lko007 .dgn 200 ,T,rn D:sT1 COUNTY ROUTE 12 Ora Tnc SIG/e cf Catifornic oc i;s agents .shell not oe res{X!nsr.01e 29. 7/31.8 er comr,/ereness or e/ecrron/c· ris f)/0" steet. Tu 9ei lo Ill': Cairrcn.; we/; slit, go ro, /Jtil),l lMwr.dot.ca.9ov VCP-Swr-Cl~B 5--, 00 r:1m & il-125 mm OU-Elect-SCE 600 mm vcP-Swr·-ocso ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN UTILITY PLANS SCALE 1 :500 cu 12209 I EA OF7421 U-1 44 0 w r en V, > 0 w w er V, w > ;-w « er 0 w ;-« 0 cl: Ill 5 cl: ~ l- o .., ~ :::) :ii: z 0 r 4 r oc 0 ~ ~ z 4 oc r ~ 0 r z ~ "' r oc 4 ~ ~ 0 ..I 0 cl: 0 z C, II) w 0 1. 2 m X 2. ' m X 5-1 00 STA 106+63 Traffic Signal 609A Elec 610 32 m~ STL-Cos-SCC, . .:. m X 1.8 m X 2.1 m \/A:JLT-SCE THIS PLAN ACCURATE FOR EXISTING UTILITIES ONLY RELATIVE BORDER SCALE IS lN MJLLIMETERS. a eo USERNAME => TC-Kathy DCN FILE cc)c0f7~21ko002 dgn 11-20-06 ¼lLOMETER POST TOTAL PROJECT 29.7/31.8 c:J9ems sro/1 r;o, De ,•eswnsitf,:, to.• 111€ o.• compleleness or eiecrrorJc cooie5 s~ei To qef to '[P Caltrc1n5 wet-site. go 10, htio:/lv,ww,Jot,ca.go, r-Goo I I SCALE 1:500 cu 12209 mm (lvlP-Sw1-CNB U-2 EA 0F7421 w 0 ' S-N ' 0 ' > w "' 0 w VO > w "' w >-« 0 ~I « Q__ : , >-tom [~o «w ~z "" u-~VO «w uo ' I >-"' 0 w ~ u w I u ..I Q ci: 2. ,, ' I m X 6. 7 m X 2. 7 m ioo mm & ~-i25 mm DU-E!e:::t-sc:: SO mm ACP-Woter-CNB 1.2 rn X 1 ,8 rn X 2 .1 m 1/AUU-SCE so mm STL-Gos-scc ~ 60rJ mm VCP-Swr-OCSD ci-]QQ 1Tlm 200 rnm 0.6 rri X i.2 m \/AIJlT-se:: DU-Eiect-SCE I I I I I I I I ~., X 2.1 'i: \/Al..H ... T-SCE 1 .2 m X 1. 8 '" ] -1 00. ,Tlm & L • ,_125 mm DU-Eiec,-scc ACCURATE FOR THIS PLAN BORDER SCALE RELATIVE I LL !METERS JS IN M EXJSTI 200 mm Sil-Gos-sec ES ONLY G UTILITI r z ;n VO I ;n ;n ---, ARE IN ALL DIMENSb~~iRWISE SHOWN METERS UNLESSY p LAN s UTILIT SCALE 1 :soo cu 12209 EA OF7421 U-3 0 0 a 0 >-w V, <D > 0 w w "' V, w > e--w « "' 0 w e--« 0 '>-oro >-w <D e--0 «w 0 ~z w ::,C> ,, u-u ~v, w <CW I uo u <( ca ~ w <( w I-z ~ .., z :::) w ~ ::E u w , ..I 0 ~ ~ C <( z 2 r 4 C r oc 0 ~ ~ z z 4 oc r Cl ~ 0 II) r z w w C "' r oc 4 ~ w 0 ~"' ~-I LOMETER PO"T TOTAL PROJECT 29.7/31.8 SHEET TO":AL No. SHEETS 8 44 To gel lo ,'/1; Ca/Irons web site, go to· htt ·I · P-lwww.dot.co.gov 300 mm olP in goo mm csc-Svn--ocso mrn oIP-sw,-ocsD ,.----· 'Q85 mm(Abn]-S'1.11-0CSD S30 mm vcp-swi--ocso rnrn r I '1 I vcp-swc-ocso\ soo mm PE. in goo mrn \i'Cp-sw,-ocsD 530 mm vcp-sw,-ocso 50 mrn 1o,,cp-\llloter-CN8 STA 114+67 ~ soo mm PE. in goo 1T1.rr1 vcP-Sw1-ocso \50 rnrn ST 1~ -c;os-SCG \ 1 ,,.-----530 mm vcP-S\•ir--ocso STA 1 l5+10 /E\ec 527 "' l> --< 0 I r I ;r;:~~::::i~3::'i::~:::=8c:=:::::-:::-+1----~"---c-----+---:::__ ____ ~-+-+---"---~.J~/W"-'. ___ k~----_jc-_______ ~~-\_,._ JI _lJJ'---_ _cc, _ _/.-------~~-~-~---~-::==i ia 5 = = ~-=-: -= = s~sc:1~-='=·:·= -~~'c.-.c-.--W i = -~ 'i,:C:'= ---;CC':' ,~~; ~·;.· ,c -~ •. -c .~.· -:~:~:'.J 1('~,.!-:.;"";;':,'-~.;c-~':.---c'%:a-, cec 1 I : -,.-,o0,., •• r-~~~~~~~~;,±.~~S~a= .. ~"h-tt~3d+=o~~~-~-~~===-~-~s~=~~=-=-=-=~=-=-s~==-~-_Jl~=~R~O~U~T~;~~~~-~-=~~=;~~1-~4±+~0~0=-=-~~=~--=-s~-===-=--~=~-~-7s====~-~-=~~=---~s~~~~--~=---~==~1~1~5j+~o~o~=\=--~-~---~----~s--~~_-___ JR~O~U£T~f~_J1J_--==k~=s~~ -----~ ~--SB ROUTE 1 --~--,,--=--~--~~~-"': r=~~=~~~;:';:::'.=:~+;$;:,'.:::''!,~E'.::~l:;°::'1'~=~~:-::.:::~~~"':--c----~,==-==:i:~~====:tC:-;c::··c_s_ .. ·-·.·_:_~_ ... _-c-1..,,+=\a----=t:"'--s_._.::~--';..'°-''_=_: .... 9_jj_ ••• -_,_s_ •••• _;_c~~•-:,.9 ..... 9_~· .. ·····-'-'-·''-';_·'';_··•=9sag_,;_-s_.•·;_·;_ •• _•·=----_···;._-"9~_9•·-CC_s_.~:.-~~-,·~4l> \ V, -; l> N + A 0 .C \ \\ rn '""" j I I\ \ \ 1 Elec 622 / \ \ ~; so ';:G~~/v~atPe~P~~;c-CNB I \ \\\ \\ L ~50 mm pcp-Sw1-CNB 1 \ ._ \ \ / '" '"" ,cc·'•"·'" \ I \ , ·' " , , , '" ,,,u·•" I \ \ '\ I ' I u '°' "" ' "',, ,,,,.c,,c>· "" I 'II / 11 \ 1 \ \ 1 _ 1 _ ,. c-o \ \ \ ~goo mm 01r-s,,,-ocso -mrr• ou-E1ect-SCE \ \ \ I · •oo "" "'" '"'"""' • 1 \ \ 1 _1,8 rn X 2.4 rn v,uL1-sCE u BUR csc-Te',-PB '\ \ \ \\ o mm & t\-125 mm DLJ-E_lect-SCE 330 mm (Abn)-Sw1-0CSO 1.8 rn X ,,; rn X ,;.3 m X 2. rn \lh,UL T-SCE \ 300 mm S!L-Gos-SCG_.--1 ' \ I ' 200 rnm STL-Gos-SCG______j \ BUR CBL-Te"t--PB~ THIS PLAN ACCURATE FOR o EXISTING UTILITIES ONLY RELATIVE BORDER rs JN MILLIMETE~~ALE eo USERNAME co/ tr-Koth DGN FILE =>cOf742iKc004 d n SCALE I cu 12209 "" + 00 0 1 :soo EA 0F7421 U-4 w-o "lo -' >-<D 0 w "' > w QC iw , .... !<C to '->-O<D w >-0 <CW ~z =>'-' u-~v, <CW uo oc w w z d z w >-u w 7 0 oc ~ z 0 ;= <C r ~ 0 ~ ~ z <C ~ r ~ 0 r z w "' r ~ <C ~ w 0 0 w "' > w QC w >-<C 0 >-<D 0 w ~ u w I u C( 11::1 C( I-.., :) :ii! ..I C C( C z C, U) w C STA 115+91 Elec 529 I I u I STA 116+35 Elec 530 I I II STA 116+97 Elec 531 50 mm s11L -Gos-SCG "1-125 mm 200 rnm vcP-Sw1-CNB ,b--rn X 2, 7 m VAUL T-SCE 11 • ,i m x L. STA 117+-45 Elec 532 50 mrn STI_-Gos-SCG El 533 / I I mm ,,_. 350 mm THIS PLAN ACCURATE FOR EXISTING UTILITIES ONLY RELATIVE BORDER SCALE IS IN MILLIMETER$ ! USE RN AME =) ~,e,cnt,y :oGN FILE =>c0f7~2lkoD05.dgn DIST courHY ROUTE 1 2 Ora KILOMETER POST TOTAL PROJECT 29. 7 /31.8 44 ~02] If~~ 1 0-27-06 ~l'c,•~SSJo.~ REGJSTERED C1Vi8 ENGlNEER / ~ / :._ 11-20-06 1~,=~=- PLA~S APPROVAL OATE \;,'. Tr>~ Srale or California or its office.cs or ' 09ents sho/1 not be rasp::,nsible for rhc occwrnc; or comf)lereness of etecrronic coo.res of mis p!on st-,.~et. To ~'Ci to /11; Cal/1 ans web sire. 90 to: tl'i'p:l lvM11.dotr:a.90'1 A.CP-Woter-CNS PE in 900 mm 530 mm vcP-Swr--OCSD STA118+20 Elec 534 ,,-------750 I --s-------~--s----- ,nm STL_-C,os-SCC ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN UTILITY PLANS SCALE 1: 500 cu 12209 EA OF7421 U-5 " 0 0 > om ZN o- 0 w >-en CD -> 0 w w QC en -w > e--w "' QC 0 w ,e-- i~ ,>->-OCD w CD e--0 0 <eW ~z w ::,co ~ u-u ~en w <CW I uo u < IC oc < w w I-z -'"') 0 z ::) w ~ :i: u w , ..J 0 oc C ~ < z s r « C r oc 0 ~ ~ z z « oc C, r ~ -0 "' r w z w C "" r oc ~ ~ w 0 ' « -z oc 0 ~ -j ~ ~ u ~ 0 w r ~ r ~ di I NOTE: 1. Foundation shol I be hand excavated to ovoid damage to underground uti I ities. CURB LINE ELECTROLIER AXIS 686 R/W 2.440 m I 1rx:: 1-----+'6~8~6-~ l,~--''-"'-'s'-'o'-'o'----'m"--------'' CURB LINE I 686 .23JL. 1-- 2.4"10 m ELECTROLIER AXIS 686 1 .500 m 812 mm Min Required R/W Exist 812 mm Min Requiredj Cone CURB /-Exist Cone SIDEWALK , 1 _1,( __ J ___ ___ Exist Cone :--~~----------~-:-_r-------: -------w ~!I i E CURB , ~ ri-----/ ~Exist Cone SIDEWALK ! 1.22 m x 1 .22 m; CIP FOOTING / SEE SHEET E-8 FOR DETAILS I I ;::I " ot o ',----------~----~. ;;;i ~ Exist 50 mm GAS~ I • 1.420 m _ . ...,./_~ ,_ ! I --{-t·l-·--<.0 2.06n m --~"' o " '" Exist 150 mm WATER...::::::,, _____ I ·-··---t .- r--~--[/ : ~-.1...-l-....l--,-----N;'~,--~~1 I ________ _; I ...._,, I ~~------~--------•L! 0 /' ~ ,,/ Exist 50 mm GAS-\ 1 .22 m x 1 .22 ~// 1 _520 m ~~ ,1\ .. · • E CIP FOOTING Z.l 4 0 m -··-· -,7i~· gN. SEE SHEET E-8 N FOR DETAJLS '-------.c..,.!~E 2 x~!-s~t'--1-5_0_m_m_W~ATER----l ,---r---- , ' ··-··-·,·-·-· ~ ·-· -f ---------~L ', I '•,,,_;_,,•'~ , 1 '-Exist 900 mm SEWER ' ' -900 mm SEWER 1---'-1 cc· 0'-'2'-'0~m~.; LOCATION OF TYPICAL F.OUNOATION ELECTROLIER #526 <NB STA 114+671 I I 1.030 m I 7 LOCATION OF TYPICAL FOUNDATION ELECTROLIER "" 527 <NB ST A 115+10) RELATIVE BORDER SCALE IS IN MILLIMETERS 40 I To od io tie Cal/rans web s.:;e, go lo: fiJtp:l lwww.o·ut.cor.J(J'i CURB LINE 686 2.440 m ELECTROLIER AXIS 686 R/W I 1 .500 m 812 mm Min Required: I I I /-_Exist: Cone SIDEWALK ,r-;--- --------1-----------_I __ J.. ____ I ,---------,;./ I ~ • '--7 _____ ;r ____ : ____ ~-----~ 2j E ~ ~ 0 0 ;;; 0 '" Exist Cone CURB -1.220 m E / Exist 50 mm GAsJ1 --:-i=1-----'-0 bi~ 2 F~o{IN1° 22 m '--------~~=~'-------J-'\ ~ SEE SHEET E-8 ,.. 2.400 m FOR DETAILS Exist 150 mm WATER- ,' ---,-·-·-1 ·-·-·!-·-----------~ I ,,_1_,,--'~- 1 1.010 m I Exist 900 mm SEWER LOCATION OF TYPICAL FOUNDATION ELECTROLIER # 529 <NB STA 115+911 ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN DETAILS UTILITY <POTHOLE DATA AT ELECTROLIERSJ NO SCALE UD-1 I USE.'<NAME = > Tr-rnnguy<c DU; F:LE >c0f7421Kb007.aor, I cu 12209 j EA OF?421 - w 0 0 00 ee ~~ WW '.::;:~ "'°10; So C ' Cm " -e ' j~ 0 >-w ~ "' -> 0 w w "' ~ -w > >-w " "' 0 w >-" 0 z 0 -r = 0 r = 0 ~ ~ z z = = C, r ~ -0 U) r w z ~ 0 "' r = = ~ ~ 0 ' = -z = ~ -j ~ = u ~ 0 ~ r = r ~ Ill I NOTE: 1. Foundation sha 11 be hand excavated to avoid damage to underground uti I ities 686 i CURB LINE 2.440 m ELECTROLIER AXIS 686 R/W 1 .500 m 686 I CURB LINE 2.440 m ELECTROLIER AX11S 686 I 1 .500 m R/W ~ 812 mm Min Required I 686 CURB LINE DIST[ COUN"Y I 1 2 i Ora I 1 I 29.7/31.s i 11 I 44 To qei ro tic Cm'!rans wet S.'1e, qo ro, hftp,/l~.wv1.dot.ca9a,, 2.440 m ELECTROLIER AXIS 686 I ~ 1 . 500 m R/W ! 812 mm Min Required 457 mm Requir-ed: 812 mm Min Required Exist Cone CURB : N" • : oi 1-Ex 1si; Cone SIDEWALK 457 mm Required 457 mm Required Cone SIDEWALK SIDEWALK ~""-------~~, --__ _I :_ -_ -_ ~ --~-~ -_~::~ j ~--'----.Li --'--~--~+i 1.22 m x 1.22 m _C_I_P_F_O_O_T_IN~G~~" SEE SHEET E-8 FOR DETAILS ' Exist 1 50 mm WATER --' 0 :;; E 0 N N N -,·-· ---I--·---1 ·--------'- ' I l ___ 1_._4_7_0_m __ -_, ~-···-Exist 900 mm LOCATION OF TYPICAL FOUNDATION ELECTROLIER # 530 (NB STA 116+351 I 1.22 m x 1.22 m CIP FOOTING SEWER SEE SHEET E-8 FOR DETAILS / I -·;,,~---' ~I~ CAL TRANS CABLE ~~4' ___ _,_· 2a E '"'.;, 0 i--------1c,.c"9"'6"'0'-"m'----~ I, "'-...._~ 2.140 m ! "' N '--------="='--"'-------.J. "- Exist 150 mm WATER______:::. ·-+---------' I 1 .270 ', i ,~---- ----~----~--Exist I m 900 mm 7 LOCATION OF TYPICAL FOUNDATION ELECTROLIER # 531 <NB STA 116+89) RELATJVE BORDER SCALE IS lN MILLIMETERS O 20 40 ' I ' SEWER CAL TRANS CABLE I I ~ SEE SHEET E-8 i' I FOR DETAILS 2.080 m 2.180 m ~ N LEx1st 150 mm WATER---" -----. ', ._!\ ·-··-·1-··-··+·- ' I , 1.320 ~'----~------~Exist 900 mm LOCATION OF TYPICAL FOUNDATION ELECTROLIER # 532 <NB STA 117+45) All DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN SEWER UTILITY DETAILS CP.OTHOLE DAT A AT ELECTROLIERS l NO SCALE I • USERNAME => trrnnguye DGN FILE ->cOf742ikb002.dgn cu 12209 I , EA 0F7421 UD-2 - I I D; srl COUNTY I ROUTE I \1;\'=],1fE i~iJ~i\1 IS\EoE.'1 lH0E1E\\ NOTE: ~"' 12 I Ora I 1 I 29. 7 /31.8 I 12 I 44 1. Foundation sha I I be hand excavated ta ovoid d.amage ta underground ut i I it i es n rt'.O CJn,. +_ I -10-21-06'"~ REGISTERED-CIV!/J ENGINEER ~;\2:.:S,;,0 " O,i.,<<~ -'.'.' AOlL MUJTABA c;t 11-20-06 l~~~,0 c 63474 ~ PLANS APPR_OVAL DATE ·\\"' , 9/30/2008 "' 0 The Srore of Col1farnio or ils officer-s or ,;. 0·---* r w a9enls sf>a/1 nvl De res1xms101e (or tne occurocy s,, CIVIL ,,- V, or comp/eleness of" e/ec/ronic copies al this o/on 4,f_ or \'i&'' en -Slleel. CAL > 0 w w er To gel to tre Calrrans wet site. go to, h,'1p:/ li,,,'V1'1l.dot;:;a!JOV V, -w > c-w « er 0 w c-« 0 CURB LINE R/W CURB 2.440 m i LINE R/W 2.440 m ELECTROLIER ELECTROLIER 686 A{IS AXIS -I ' 1. 910 m ,r 686 I 1. 500 m 686 i 812 mm Min Required r oen en r;e 812 mm Min Required 4S7 mm Required w c-0 0 686 ' «w ~z w 4S7 mm Required Exist Cone SIDEWALK =>'-' ~ ~l /7 u-u Exist Cone CURB~ ~v, w ____ 2j__ ___ / -Exist Cone SIDEWALK «w I ,---------uo u .--------"-'' l Exist Cone CURB ~ ,-- : ! M ---' ' ~ --------, ____________ .! I m "' -i ~ m ~ cc :-------__ 1,' : ~i "' I ' ro ID , ____________ i Exist 50 mm n t' -m 0 ,I -<':~~ E ~ cc I ~TS CON DU IT 0 Exist so mm/ w ' -~ N 0 w I-I I ~ m/' TS CONDUIT ro z ro - ;; ., I -2.390 m I 0 -z :::, I 0 1 .22 1. 22 w II 1. 800 -r:f).._ M m X 2.510 m ::e m CIP FOOTING .'---- c 1"-~ --•---' u 2.240 --' m SEE SHEET. E-8 I ~ w 1. 22 m X 1 .22 m ~ FOR DETAILS , ..J CIP FOOTING I Exist 150 mm WATER 0 w~~ ~ Q E-8 --~ ---1 Q SEE SHEET -·,--·--·---1·- cc FOR DETAILS I I : Exist 1 50 mm I : I I ---··-·---,---··-I·-----I : ·n· I _/, __ Exist I \ -900 mm SEWER 1 .420 m I I ·-t--" \_Exist z ' 0 I 900 mm SEWER r 1 .170 m ""' Q r °' 0 ~ ~ LOCATION OF TYPICAL FOUNDATION z z ""' °' C, r LOCATION OF TYPICAL FOUNDATION ELECTROLIER • 534 ~ -0 (/) ELECTROLIER • 533 CNS STA 118+20) r w CNS STA 117+82) z w Q "' r °' ""' ~ w = ' C ""' " -ALL DIMENSIONS ARE IN MILLIMETERS -z °' 0 UNLESS OTHERWISE SHOWN 0 ~ -i UTILITY DETAILS ~ ""' ~ Ll <POTHOLE DATA AT ELECTROLIERS > ~ "" 0 ';,~ w ~ r ""' r ~!? ~ NO SCALE Ill UD-3 ii::' ~16 ",- RELATIVE BORDER SCALE C '° "' '.° e,c IUSERNM~E I EA OF7421 ,s ' ' = > trmnguye cu 12209 JN MlLLlMETER? DGN F!LE > c0f7421 kb003 .dqn 0 w >-V, en -> 0 w w QC V, -w > >-w <( QC 0 w >-<( 0 '->-' >-O<D w <D ,-o 0 <(W JZ w ::J'-" ~ u-u JV, w <(W I uo u <( Ill ~ <( w w I-z -... 0 z :::, w >-:i u w 7 ..J 0 ~ Q ~ <( z 2 r 4 Q r = 0 ~ ~ z z 4 = CJ r ~ -0 (/) r w z ~ Q = r = 4 ~ ~ = ' g ::: z = 0 ~ -j ~ 4 u J ~ ' 0 ~ C r ' 4 r ~ -l!l 0 NOTE: 1. Foundation shal I be hand excavated to avoid damage to underground uti I ities 610 457 mm Required Exist 1 .22 m x 1 .22 m CIP FOOTING SEE SHEET E-8 FOR DETAILS Exist 200 mm GAS CURB LINE 1. 680 m ELECTROLIER AXIS ' 610 R/W rt 812 mm Min Required I I / Exist Cone SIDEWALK / ! _/' __ ---' r, -·----2J ~-~----.-, -~--,---------;-I i c--1 I I ~, ~, ; I El QI c---- --.:-=-b--~-------------~ /-r-·-' ,-1-, E. 0 c-- ~ ., -1 I l -~-r··~.------------~ , i(\_Exist 51 0 250 mm STORM DRAIN E 0 0 ~ E -0 "' "' - 840 i -ff+-~------------~ 1 .520 m l~Exist 200 mm SEWER i----~~~~~-- LOCATION OF TYPICAL FOUNDATION ELECTROLIER # 610 <SB STA 106+98) RELATIVE BORDER SCALE IS IN MILLIMETERS CURB LINE 1 .680 m ELECTROLIER A0IS 610 I I 610 I 457 mm I i Requ i r'ed! , 816 R/W COUNTY i ROUTE Oro I I 29.7/31.8 i 131 44 011:0 6Yn1,·.t,.t,,, 10-27-0~ REG!S•ERED CIVI.L] ENGINEER 1/:~~,;,~ 1·~<" V '"' (' /:;;'° ADIL MUJTABA 1,';'._ 11-20-06 1~~" PLANS A"PROVAL DATE 11,"' rx 9/30/2008 "'I-- The $tore of Coliforn.:o or its Qfficers or \{< P----> 09enrs silo!/ nor /Je res/X)nsi/Jle for tt"' accuracy -r,-CI\/ i L ,~ or completenc,ss of electronic copies oi' t.~is pion ,:,,;;::_, 0,-, 11c,¢' sheet. ,,._ G- To get lo r/'i' Ca!tr,Jns weD site, qo to, h/tp,1/www/Jot.ca.qov Lr-t ~\ 1 ''----f--812 mm Min Required Ex i st_~:~URB ,,-, __ i'==i-i~--~-~-~-=~-~-'-~~/-~"~~-~-~-l~ __ E_x_l_s_t_C_o_n_c_:2~s,i.•i1_D_E_w_A_LrK--~ -T_~~~-------_~ -: ~i w ' E 0 ' \ 1 .22 m x 1 .22 m CIP FOOTING c---E -0 SEE SHEET E-8 FOR DETAILS "' "' ---, --:-+-'--------------------L 'f '-Exist 200 mm GAS 51 a I -f~~!-~-------------~ i-----~1~-~5~2~D~m~_....,r~ Exist 200 mm SEWER LOCATION OF TYPICAL FOUNDATION ELECTROLIER # 611 -613 C.SB ST A 107+52 ... 108+40) ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN UTILITY DETAILS (POTHOLE DATA AT ELECTROLIERSl NO SCALE ] USERNAME = > tr-,' chf ! DGN FILE-> c0f7421kb004.ctgn cu 12209 I EA OF7421 UD-4 ~ ' 0 0 >-w ~ ro -> 0 w w "" ~ -w > >-w 4 "' 0 w >-4 0 '->-I >-Olll< w ro e--0 «w 0 ~z w :oo ~ u-u ~~ w <(W I uo u < al " < w w I-z -.., u z ::, w ~ :!: u w ' ...J 0 " Q " < z 0 -r < Q r = 0 ~ = z z < = CJ r ~ -0 Cl) r w z w Q "' r = < ~ w a ' < z = 0 ~ -j ~ < u ~ 0 w r < r = It I I NOTE: 1. Foundation shal I be hand excavated to ovoid damage to underground uti I ities CURB LINE ◄ 81 2 mm 2. 200 m R/W ELECTROLIER AXIS I 1. 514 m I 686 1. 260 m ! 457 Min Required Exist Cone CURB : Exist Cone SIDEWALK / / . / ~ ---+---r--1 "' 1 . 22 m x 1 . 22 m ..,-1 ------ ---------~-L__'----------CIP FOOTING ____ _ SEE SHEET E-8 ,,-,-,, ~---~F~O~R~D~E~T~A~l~L~5~--+--.L. _l _ .~ _ _2e_. Exist STORM 500 mm,,/ DRAIN , I /Exist ',;-1--v 455 ,s ~"'1 . __ /, Exist 1 50 mm SCE/ Cone ENCASEMENT 1 .520 m 2.140 m -2.590 m Exist 200 mm SEWER-\ j I l__ -· E 0 N N - E '" w " ' E 0 N " -~~~~•-·-------~ ,_ - LOCATION OF TYPICAL FOUNDATION ELECTROLIER # 621 -622 CSB STA 112+10 -112+661 RELATIVE BORDER SCALE 1S IN MILLIMETERS o 2CJ ' ' ' i i 812 mm Min Required i CURB LINE / JJ 816 1 .680 m ELECTROLIER A~l5 I 610 R/W I • ,~ E I en ,~ 0 : 0 -I ' DJSTI COUNTY I 1 I 29.7/31.8 i 14 I 44 QaA oYn . ."r~I -10-27-06 "'°'' REGISTERED CJV[B ENGINEER m".ol' o.\l,., "t ADJL MUJTABA -' -~1~1_-~2~0~--0.,_.,6 _______ ~ N· c 63474 I ~ P• ANS APPROVAL OATS "-•, g/30/200S "'1-- Tte $rare of Colifomic or irs officers or {I P·---> a9enrs slKJ/1 nor De responsible fw rte accuracy .,::,4r, CI '11 L ,. ~~~rmp/e/eneSS of elecrronlc copies Of ml~ pion ~ o, CM. \fr:fr''~ To get lo tr,s Cc/Irons web site. qo to, ht.rp:l lw-.wi.dOt1;0.qo1 Cone SIDEWALK E 0 E ~ 0 0 E 0 -'" 0 0 '" -" ' 0 '" - N 1.015 m 1. 345 m Exist SCE Cone ENCASEMENT LOCATION OF TYPICAL FOUNDATION CSB STA 111+04 -111+541 ELECTROLIER # 619 -620 ALL DIMENSIONS ARE IN MILLlMETERS UNLESS OTHERWISE SHOWN UTILITY DETAILS (POTHOLE DATA AT ELECTROLIERSl NO SCALE UD·5 USERNAME -> ,,--, i cr.f I cu 1 2209 I EA OF7421 DGt< F !LE -> c0f7~21kb005 dgr, ~ ~ 0 0 N ' > 00 z ~" 00 N ~ II II ! >-'" 0 w v; > w er '->- 0 w v; > w er w r ., 0 o ro • >- w '" f-0 <CW 0 ~z w ::>t'.) ! :.:: u~: u ...Jl.ni w <J.:W! I uO! U <C Ill 5 <C ~ l-o .., ~ ::) r :i= u w 3 ...I ~ C <C I NOTE: 1. Foundation shal I be hand excavated to avoid damage to underground uti I ities Cone CURB 528 457 mm Required CURB LINE I I TRAFFIC SIGNAL AXIS 457 I -: 1 .670 m 984 812 mm Min Required 230 I--..._ : Exist SIGNAL ~ ,/ AXIS ! R/W r o get ro ur Ca Irr ar.,s web site. go to, l'ittp:/ lvMw.101£0.qo1 CURB RAMP ~ STANDARDE SIGNAL POLE V : / ~r_ 2 _ 6 _A_-_ 4 _-_ 16 _ 1 __ __:_,I ~--~1-~1-+_i~==i,:==========='====~r---------1--1,--r-----1, I f ~--Exist 38 mm UNKNOWN l l E E 0 0 1 00 mm GAS I 1.520 m ' Exist 250 mm WATER ---------I ,' -------1----- 1 I I I I : I -·-·---:•--·-·-·-·-·-·-·-·- ">+ -----i•-· I __ ,_ ____ _ I ---~-- ' I I I ;-Exist 25 mm UNKNOWN I I ,/ i/ --rl---(----------- 1-------9~4~0~-----r-I I 914 Dia 1 .200 m 0 Exist 200mm GAS / TO BE RELOCATED BY OTHERS 1 / PRIOR TO BEGIN Const ,,,,--!-~--r~r;-_ E 0 0 ~ 1--------1 _-0~7_0_rn ___ ---c__ -< D~," Exist 200 mm SEWER Exist 900 mm 0CSD I I 380 -----/--· 1'.300 rn LS00 m I 14, ________ c_:,~'.'.-"'--------t------------,------, / i / CIDH PILE FOUNDATION LOCATION OF TYPICAL FOUNDATION TRAFFIC SIGNAL #607 A RIVERSID_E AVENUE !SB STA 105+09) E 0 0 m E 0 0 ro N ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN UTILITY DETAILS (POTHOLE DATA AT TRAFFIC SIGNAL) co g N > 0 -zo A A I! II I 0 w >-V, co -> 0 w w "' V, -w > >-w <C "' 0 w >-,., lo '>->-O CO w co >-0 0 <CW ~z w ::,C> ~ u-u ~v, w <CW I uo u z 0 ->-4 0 >-~ 0 0.. ~ z z 4 ~ (!J >- ~ -0 "' >-w z w 0 "" >-~ 4 0.. w 0 ' 4 -z ~ 5' -i ~ 4 u ~ 0 w >-"' >-~ • NOTE: 1 . Foundation sha 11 be hand excavated to avoid damage to underground uti I ities I 1.651 m TRAFFIC SIGNAL AXIS R/W I PRPOPERTY LINE DISTI COUNTY I 12 I Oro I ROUTE I 1 I 29.7/31.8 I 16 I 44 To get to tm Caitram weU srtt, (Jo lo: Ntp:l lwv.wliol.co.qCN 608 381 CURB LINE 229 ! 813 610 Exist FLOWER BOX 812 mm Min Required (TO BE PROTECTED IN PLACE) ',"-ST ANOARO SIGNAL POLE Exist 250 mm WATER TO BE RELOCATED BY OTHERS PRIOR TO BEGIN Const TYPE 26A-4-161 Cone SIDEWALK E 0 0 ro '" I ----I I V, . ro ~ . \ ~~~~~~~------';;~,,.>~ ~-~---:-,-~--_-_-_-:-~~:--- ,~-' I : I I I Exist 200 mm GAS TO BE RELOCATED BY OTHERS PRIOR TO BEGIN Const E 0 ~ ": -E E 0 0 ~ -'-: n E I I ·-. ·-. • "'--,-._ I -----:-1---~---- 1 // I ~Exist ,,,,-, -r·------------'- 25 mm SCED ,,-i-( ~ : -· '-. l.. -'· - ------, ________________ .I___ -,- I ' I , , I ' -- -------!-------- ' I 75 mm l _-______ 7_9_0_m_m __ ..,-; 11 --____ :' ___ ~, _,: _ -!----,---------------'-- -----'"·, -i,--~--:-----------------~~- ' I '\_;,_,_" • !..__ '-.._ - I I I I I I I I I I --------+ -------L---- / j 1.500 m // !-------------------+--!, 1.190 m 1 .270 m 1 .500 m L_Exist 1 900 mm SEWER-0CSD 914 Dia I I I _ _,,S"-T"A"N"'OA,_,R"'D"-'S'-'I_,,G"N"A~L-~ CIDH PILE FOUNDATION LOCATION OF TYPICAL FOUNDATION TRAFFIC SIGNAL "609A TUSTIN AVENUE !SB STA 106+63) RELATIVE BORDER SCALE IS IN MILLIMETERS. ... ... . '"'· ··--Exist 200 mm SEWER ·--... ,...._, '--Exist 300 mm UNKNOWN ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN UTILITY <POTHOLE DAT A DETAILS AT TRFFIC NO SCALE I U$ERNAME "";, t,mnguy., DGN F[I E > c0f7421kb007.dgn I cu 12209 SIGNAL> UD-7 I EA OF7421 0 0 ;:: > o~ zo ,I 11 ' 0 LEGEND: @ Const AREA SIGN No. 0 >-w <D ~ > 0 w w "' "" ;: w r w <( a' 0 w r <( 0 c( Ill ~ c( w w I-z ~ .., z ::, w ~ == u w , ..I 0 -~ ~ C c( z 2 r ~ C r oc 0 ~ ~ z z ~ oc C, r ~ 0 C/J r w z w C "" r oc ~ ~ w C, NEWPORT BEACH THIS PLAN ACCURATE FOR CONSTRUCTION AREA SIGNS ONLY. 4D &C· USERNAME => "7r-cor-ol ROUTE I\ILOMETER POST SHEET TOTAL TOTAL PFWJECT No. SHEETS SIGN 0 ® TOTAL NOTE: 29. 7 /31 .8 11-20-06 PL ANS "-c"-'c'rn,c__oo="~D~n~, --- Tne Srarc, of California o, i/s officers or a,;;enrs shall nor /Je responsible for /IE occurocy or cc.mp!ereness of electronic copies o,-/his pion :_ft!" ~-:---:--.c,riol<>"'"';/ sheer ~ Tu ','ti lo tie Ca!l1ons web sile, go to, Ntu:I /'ri'.1W.a'Oi£G.l}O'i STATIONARY MOUNTED CONSTRUCTION AREA SIGNS SIGN PANEL No. OF POST No. OF SIZE AND SIZE CODE (mm X mm) (mm x mm) SIGNS G20-1 1200 X 1200 1 -1 00 X 1 50 9 G20-2 1500 X 750 2 - 1 00 X 1 00 10 19 1. LOCATIONS OF CONSTRUCTION AREA SIGNS ARE APPROXIMATE. 2. EXACT LOCATIONS WILL BE DETERMINED BY THE ENGINEER. CONSTRUCTION AREA SIGNS NO SCALE CS-1 44 RELATIVE BORDER SCALE JS IN MlLLlMETERS I ' DGN FILE oc) c0f7421 lo001.dgn cu 12209 EA OF7421 w 0 I '" I 0 0 w >-V, CD > 0 w w "' V, w > >-w « "' 0 w >-« 0 z 2 >-~ C >-oc 0 ~ ~ z z ~ oc c.:, >- ~ 0 U) >-w z w C "" >-oc ~ ~ w 0 LEGEND TRAFFIC CONE -DIRECTION OF TRAFFIC BARRICADE (TYPE Ill WORK AREA § F AB -FLASHING ARROW BOARD ABBREVIATION FAB -FLASHING ARROW BOARD BARRICADE (TYPE II)-· C20(CA) BARRICADE (TYPE II) W4-2R / TRAFFIC CONE L__s m SPACING --NB ROUTE 1 FAB BARRICADE I I I / I (TYPE II) i C17(CA)~ " '-"' \ \ BARRICADE (TYPE II)--' C30(CA) w :::, z w > <( w " '-0 '" vi a: w > -a: I '<ii BARRICADE (TYPE II) R9-3a ~.ILOMETER POST TOTAL PROJECi" 29.7/31.8 11- PLl\N$ APPROVt ... L DATE ~ Ti>e Store of Collfornia or irs officers or ogenrs shall nor tie resrxmsiNe for /he accuracy or como!fJ/eness or electronic copies of This p/Q sroer. 6 c?()fESsio C ' '\'~ To get to tie Ca/trans web sire. go to: ritp,1 lvMw.doi.ca1ov BARRICADE (TYPE II) R9-3a ~FAB BARRICADE (TYPE II) / C30(CA) /. \ BARRICADE (TYPE/I) r-BARRICADE (TYPE II) C1 7(CA) ; R3-2 I I II BARRICADE (TYPE 11) ."R/W L BARRICADE (TYPE 11) C30(CA) . I C20A(CA) I 1 ··· ! ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SPECIFIED TRAFFIC HANDLING PLANS !TRAFFIC CONTROL SYSTEM> (RIVERSIDE Ave> !MEDIAN ISLAND> SCALE 1 :500 THIS PLAN ACCURATE FOR TRAFFIC HANDLING (TRAFFIC CONTROL SYSTEM) ONLY TH-1 RELATIVE BORDER SCALE IS lN MILLIMETERS USERNAME = > t,-co,-o I DGN FILE=> c0fi'121md001.dgn ! cu 12209 I EA OF7421 ,i II "' 0 ' ~ N ' 0 Q >-w u, m > Q w w "' u, w > >-w < "' Q w >-< Q z 0 r = Q r oc 0 ~ ~ z z = oc Cl r ~ 0 (/) r w z w Q "" r oc = ~ w 0 NOTE: THE CURB RAMPS TO BE CONSTRUCTED ONE AT A TIME. BARRICADE (TYPE Ill ~ R9-lla ~ -.. NB ROUTE 1 --1 ozr+oo SB ROUTE 1 ._ • I I I BARRICADE !TYPE Ill__/ C201CAI BARRICADE !TYPE Ill C301CAI I I I I BARRICADE !TYPE lll____l R9-lla • • w :::, z w > < w Q -u, "' w ~ "' 1 05+00 • • r--BARRICADE (TYPE Ill R9-3a "' '-"' \ BARRICADE r-C301CAl !TYPE Ill DIST CGUrHr ROUT£ 12 Ora K!LO~ETER POST TOTAL PROJECT 29. 7 /31 .8 44 u..ug,._:_l_l_l.OJct',Qj_"':'"'--'10-27-0~/ ?,:,f£'.,s1~ _ll::;'0-06 couscc-\/~ t=c~~~t/e-"~ ""-~'-'I~\ PLAr"S, ""R0,1-\L DATE "' "' ' Tre Store o• Co1dorn10 O' /Is or cers O' * m;enrs sm/1 no! t:Je respons DI~ for rhe occ,.,roey ~~~~mo!elf!ness of e/eclromc copies of mis pion "-~Oc CAL. 1,o" To get to /fl': Col/rans web site, ,p lo: ll'Tp:l lwww.dot.ca.gav BARRICADE (TYPE Ill rC201CAl / \~½'---'-+--crn.L-----R~/W---r'------cc----• .> .1'. _·<t.,._. / q;_ ROUTE 1 06+00 \/ \ I R/W \/ \ \_ BARRICADE R9-3a (TYPE Ill ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SPECIFIED TRAFFIC HANDLING PLANS (TRAFFIC CONTROL SYSTEM> (RIVERSIDE Avel <CURB RAMP> SCALE 1:500 TH-2 THIS PLAN ACCURATE FOR TRAFFIC HANDLING (TRAFFIC CONTROL SYSTEM) ONLY RELATIVE BORDER SCALE IS IN MILLIMETERS, USERNAME = > tr-cor-o I 0GN FILE => c0f7421rnd002 dgn cu 12209 EA OF7421 II II NOTE: THE CURB RAMPS TO BE CONSTRUCTED ONE AT A TIME. 0 r w "' m > 0 w w "" "' w > e-w <C "' 0 w e-<C 0 f'./W = 0 r < C r = 0 ~ ~ = z 4 = C, r ~ 0 (/) r w BARRICADE (TYPE Ill = C201CAI w C "' r = < ~ w 0 §,:: C= "= go ag;::: j ,~ -< ~<:.> ~ 6 ·::: LLJ c r -~ ;'.=: ~ § It -1 o4+oo BARRICADE (TYPE Ill R9-3a --NB ROUTE 1 SB ROUTE 1 ._ FAB BARRICADE !TYPE IILJ C301CAI I I ' ' I 1 05+00 • I THIS PLAN ACCURATE FOR TRAFFIC HANDLING (TRAFFIC CONTROL SYSTEM) ONLY USERNAME = > t1co10 I BARRICADE ITYPE Ill R9-lla RC-UTE l(IL.OMETER POST TOTAL. PPOJECT 29. 7 /31.8 'd;,l.L""'='-LlU,P~":"'-c'10-27-06 ;,.CJCtSS1;'~ iNEE;c: 11-20-06 PL.ANS APPROVAL DATE Tm S/C!e or" Calif"ornlo w irs officers v ar;;enrs s/>J/1 nor ix; resfX)nsiDle for tm accuracy or complereness of electronic copies or this r,tan smet. To gel to th: Colrror,:: web site. go to, r;1p;/ !~i1tW.dot.ca.qov BARRICADE (TYPE Ill /C301CAI / /FAB I. Ill BARRICADE !TYPE Ill /,.-C20(CA) /1.'/ /II ; , R/w/ , , 'ol~-~-,'-c-Hc--~----c"--------- /~ le ROUTE CJ] 106+00 \_ BARRICADE (TYPE Ill R9-3a R/W BARRICADE !TYPE Ill R9-lla ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SPECIFIED TRAFFIC HANDLING PLANS (RIVERSIDE Ave J (CURB RAMP) SCALE 1 :500 TH-3 RELATIVE BORDER SCALE IS IN MILLIMETERS DGN Fi LE=> c0f7421md003.dgn cu 12209 EA OF7421 44 WW >-L <-o- "' 0 ' ~ N ' 0 0 >-w "' CD > 0 w w "" "' w > r w « "' 0 w r « ,o ,>->-OCD w CD e--0 «w 0 ~z w ::,e> ~ u-u ~"' w «w I uo u <C Ill " <C w w I-z ;; .., z ::, w " :;; 0 w , ..I 0 " Q " <C z 0 r ~ Q r = 0 ~ ~ z z ~ = C, r ~ 0 u, r w z w Q "' r = ~ ~ w = ~-:: z = 0 ~ ~ ~ j ~ ~ ~ C 0 w C r ~ r ~ a 11P NOTE: I. THE CURB RAMPS TO BE CONSTRUCTED ONE AT A TIME. 2, REMOVE CROSSWALK PAVEMENT MARKING AFTER CURB RAMP CONSTRUCTION IS COMPLETE, I BARRICADE (TYPE II)~ C20(CA) I I FAS J BARRICADE (TYPE III C30(CA) R/W I _/ BARRICADE (TYPE II) R9-3a • Ul ::J z Ul > « z -,- Vl ::J ,- 1· t ;'· BARRICADE (TYPE III R9-3a I , .. I II I; I I _j/ ,--BARRICADE (TYPE Il) / R9-11a I I • \ \ \_ BARRICADE R9-11a 1_ 07t_00 (TYPE II) R/W ..-NB ROUTE SB ROUTE 1 _. R/W THIS PLAN ACCURATE FOR TRAFFIC HANDLING (TRAFFIC CONTROL SYSTEM) ONLY RELATIVE BORDER SCALE IS IN MILLIMETERS 2C ec USERNAME =) trcoro I DGN F!LE ce) c.0f7"121md004.dgn DIST COUIHY ROUE >;iLOMETER POST SHEET TOTAL TOTA~ PROJECT No. SH'c:ETS 12 Ora 29.7/31.8 21 To 9e1 ia rte Col/rans weD site. 90 ta: http:/ /l,iww1icim4ov ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SPECIFIED TRAFFIC HANDLING PLANS (TRAFFIC CONTROL SYSTEM) (TUSTIN Avel (CURB RAMP) SCALE 1:500 TH-4 I cu 12209 ] EA OF7421 44 II 1· w 0 • ~ N I 0 I I I DISTI COUNTY I ROUTE I %\~~Ei~iJ~~r 1s~.fc,E_T STHOETE\\ 11:·· 12 I Ora I 1 I 29.1131.s I 22 44 nn"a crri,:·ro1" 10-27-0~oem, ~I' 011' REGISTERED CIVIi} ENGINEER ?:%;:'" ::S;' 7" "'~ I::; ADIL MUJTABA c:_ 1-20-06 (~(~o C 63474 I~ PLANS APPR0\1A_L DATE 1\"-"xo9/30/2008 "'._:_ 0 Tt·,e $rate or Caii(ornro or its ofricers oc \ i< •---> r w a,;enrs sllOil not De respons!Dle for tr,c, accuracy~ -r,,. C ! VIL ~ VO ~~~~mple!ene5s or eiecrronic copie5 or /Ns plan '°' 11c 0, CAL ifr:f!''' '" -> 0 w To get to tJ-e Cal/rans wet site. go ft1: rttr,,/ lwww.dof£a.gov w "' VO -w > c-w "' "' 0 w c-"' 0 CONSTRUCTION AREA SIGN QUANTITIES ,r r TRAFFIC HANDLING !TRAFFIC CONTROL SYSTEM! OOD w '" c-0 0 <(W NUMBER OF SIGNS ~z w ""' "' SHEET No. u-u PANNEL NUMBER OF ~VO w SIGN <(W I CODE SIGN MESSAGE SIZE SIGNS REMARKS uo u (mm x mm) TH-1 TH-2 TH-3 TH-4 < CZO(CA) RIGHT{or LEFT) LANE 750 X 2 2 7 TYPE I I BARRICADE al CLOSED AHEAD 750 2 1 oc < w C30(CA) LANE CLOSED 3 2 2 1 8 TYPE I I BARRICADE w I-750 X 750 z --.., u SYMBOL 450 X 450 2 2 TYPE I I BARRICADE z ::, C1 7(CA) w c-:ii: R3-2 600 X 600 1 u SYMBOL 1 TYPE I I BARRICADE w , ...J 0 R9-11a SIDEWALK CLOSED oc 600 X 300 2 2 2 6 TYPE I I BARRICADE ~ 0 CROSS HERE < W4-2R SYMBOL (RIGHT) 1 1 TYPE I I BARRICADE 900 X 900 R9-3o SYMBOL 450 X 450 2 4 4 3 13 TYPE I I BARRICADE z 0 ;::: "' C r ~ 0 ~ = z z "' ~ C, r ~ -0 1/) r w z w C w "' 0 r 0 ~ N "' ~ 2i s,-w = ZN ' ~~ ' -"' " " z TRAFFIC HANDLING QUANTITIES PLAN 00 ~ ww 0 Sc e c ~ -i s~ ~ "' "" ~ ww ~ c, 4 -0 De w -r "' ~ r 0 = THQ-1 ' m l!t ~ ' 0 ~ i RELATIVE BORDER SCALE 0 '° '° Q,j ec ! \J"::iERNAMC: -> t-1mo1T;n I I EA OF7421 IS lN MILLIMETERS ' ' ' ' DGN FI LE > c0f7~2lmf001 .dgn I cu 12209 LEGEND: ~ ROADSIDE SIGN IDENTIFICATION No. 0 >-<D w VO > 0 w w cc VO w > r w <t cc 0 w r '<! lo -... >-"' O<D >-"' w <D I::!! rO 0 <tW ~z w & =>'-" ~ u~ u "=. ~VO w <tW I uo u <C al ~ <C w w I-z i'00+00 ~ ~ z ::> w r :ii: u w , ..J 0 ~ Q '- <C z s r 4 Q r rr 0 ~ ~ z z 4 rr C, r ~ 0 !/') r w z w Q OS r rr 4 ~ w 0 4 0 z rr 0 8 ~ ~ j 4 ~ ~ ~ 0 c w r j 4 r ~ % l!t ABBREVIATION: IS INSTALL ROADSIDE SIGN ROUTE [2]ST A 1 01 +4 1 5 I IS 011-1 & S17(CA) 1\ SEE SHEET SD-1 1 \ I \ \ \ -NB ROUTE 1 STA 104+70 Exist W3-3 \ PROTECT IN PLACE \ \ R/W q;_ ROUTE 1~ ' 1 02+00 STA 105+13.0 Exist R3-7 1 PROTECT IN PLACE \ 101+00 SB ROUTE 1 - R/W ~o IS D11-1 & S17{CA) SEE SHEET S0-1 I I 0 STA 1 04+87 .o/ IS R4-7 & 0M1-3 I W STA 105+13.o/ IS _R4-7 & OM1-3 THIS PLAN ACCURATE FOR SIGN WORK ONLY RELATIVE BORDER SCALE JS IN MILLJMETERS, Q ' USC:RNAME = > tnnnguye DGI~ FJ'...E => c0f7~21oa001 .dgn ;" ' Se -~/It~ f: I LOl~ETER POST SHCET' TOTAL TOTAL PR(,c:ECT No. SHEETS 29.7/31.8 ; 23 1-20-06 PLAN$ APPRO ~L DA-;:: -r,> Srar~ o' Co or1 a , If' ,:,ff cers or G9en1~ 50011 no' be resoon,,1/J/e 'or the ~ccuro ~-'"re~:.mp1e,ene:,~ of eI&::rronlc co:;,,es or mis p1or; •-~" To qe: ro r.',-c Calrrans weD stte. go lo, ,'a'lp,i lwwwifo/.ca.qrN I I I 1\1,9 STA 105+35.0 Exist R3-7 PROTECT IN PLACE Rq:,, l"t; 7 Rau l"t; 7 f ..... Roll l"t; 1/;I/' ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. SIGN PLANS SCALE 1: 500 cu 12209 EA OF7421 "" 0 S-1 44 II ;I 0 w >-V> CD > 0 w w "' V> w > e--w ., "' 0 w e--., 0 '>->-oCD w CD e--0 0 -,w ~z w =>'-" ~ u-u ~V> w <CW I uo u "' Ill ~ "' w w I-z " ~ z :) w ~ == u w , ,.J 0 ~ C ~ "' = 0 r ~ C r = 0 ~ 0 = z ~ = ~ r ~ 0 u, r w = w C "" r = ~ ~ w C, ;,::; ~z = g 0 ~ ~ I ~ ~ 0 ~ 0 w r ~ ~ r ~ 0 It ~ ST A 1 06+66 Exist R3-7 \ PROTECT IN PLACE\, mTA 106+3~.5 R4-7 & OM1-3 II \ ~ STA 106+?0 rs 011-1 & s11(cd SEE SHEET SD-1 I I I I R/W ' '1 ',1, II w => z w > ., z C-V> => e-- I I -NB I 1 06+00 ' V> \ss ROUTE c-w w I V> R/W [§] STA 106+38 'I IS D11-1 & S17(CA) SEE SHEET SD-1 / I i ' \ \ \\ [fil STA 106+64 \ R4-7 & OM1-3 s; A 1 06+80 [g] / R4-7 & OM1-3 ,/' 1 07+00 -111+00 [§] STA 111+60 / IS D11-1 & S17(CA/ SEE SHEET S0-1 1 ·sTA 111+42 \ Exist R2-1 •• \"'" '"""' \ R/W I f --. NB ROUTE 1 SB ROUTE - I [I]STA 111+80/ IS D11-1 & S17(CA) SEE SHEET SD-1 R/ /W I ' i. I ' I ST A 11 2+02 i Exist R2-1 PROTECT IN PLACE THIS PLAN .4CCURATE FOR SIGN WORK ONLY R/W R/W I \I STA 114+65 . Exist W3-3 PROTECT IN PLACE RELATIVE BORDER SCALE IS IN MILLIMETERS USERI-Ji\ME = > t:-ma,t; II DG,\J Fl LE=> c0f7<12!oc;002 dgn - "-ILOMETER POST SHEET TOTA:... TOTAL PROJECT No. SHEETS 29.7/31.8 24 44 Tc-get to t/'e Cal/rans weD site, 90 to, http,/ lwww.dotI:a.9av \>.01fit. \ 1-1e se "ouil:. ' - R/W R/W ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN. SIGN PLANS SCALE 1: 500 i cu 12209 EA OF7421 5-2 II II "' 0 ' "' ' 0 >-"' 0 w m > w "' I~ 10 = 0 r ~ r oc 0 ~ ~ = ~ oc r ~ 0 r = w ~ r oc ~ ~ w C, ~:::: '= -oc go 0 ~ 0 -;:::, _J -~ ~ u ~ ~ 0 c w r § ~ r ~ ' 0 w m > w "" w c-., 0 0 z C, 1/) w 0 i 11P ~TA 116+40 [j] / ' IS D11-1 & S17(CA) SEE SHEET SD-1 I I 11] STA 117+10/ I/ IS D11-1 & S17(CA) SEE SHEET SD-1 STA 120+45 Exist R2-1 \ PROTECT IN PLACE\\ R/W 120_ -Cl◊ STA 120+50 Exist W4-2 \ PROTECT IN \\\ \\ \ PLACE -it ROUTE 1 SB ROUTE 1 DIST cou•H~ ROU>E KILOM':TER POS1 '.SHEET TOTkL COTAL PROJC:CL ' Ne;.,, SrEETS 29.7/31.8 ! 25 44 6 , ''"/-"'"'°-"""-'-"""\ \ 1-20-06 i~ ~=_,-I PLANS A:O<"RQVAL DATE \" / Trlc' 'orc/c of Culifornio or irs offlce0s or \ ogenrs sw11 n,:,; be reswns/ble for l!'>c, accuracy ·, ;r,.,;f_mr:,r~rene~s or electronic copies or !lli.s plan , or nL 1p \STA 121+02 ~ \\ IS 011 -1 & S1 7(CA) SEE SHEET SO 1 \\ \\\ R/V'i \, j NB RbUTE 1 STA 121+04 11 Exist W9-2 & OM1-1 I m,;m m e,.m 121 oo ,- R/W ; I I I I 18] ST A 1 20+50 / IS 011-1 & S1 7(CA) SEE SHEET SD-1 THIS PLAN ACCURATE FOR SIGN WORK ONLY RELATlVE BORDER SCALE IS IN MILLIMETERS 20 I USERr,AME => ,rmnguye DGN Fl'-.E => c0f742ioo003 cjgn STA 120+95 I Exist W3-3 PROTECT IN PLACE ALL OiMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN. SIGN PLANS SCALE 1 :500 cu 12209 EA OF7421 S-3 ill 0 0 N ' > 0 -z~ ' ~~ 00 Le!'--'--' "' 0 ' ~ N ' 0 I 1 I o J sri COUNTY 1 ROUTE j %~~~~~~~~J~~r 1sHNEoE_T1 STH0E'E\\ ~'" 121 Ora I 1 I 29.7/31.8 1 28 I 44 {) ,,· Q cm . .° t-.,, f_ -10-27-06,,~" REGISTERED C!Vlf) ENC'NEER ·--/~~~ ?' o,,,.,i;'.'¾ ROADWAY QUANTITIES 1·" s, 11-2Q-Q6 J!; ADIL MUJTABA ~~I l".~•V C 63474 I"' PLANS AP?ROVAL DATE .. "" "°/, 0 C ,-9/30/2008 Ti-,,; Srare of California 1x _its of.ricers ff i\;i< ~--. -. -> >-w oQents sf)(!!/ nor t;e respons,l;)le for the occ,1roc_v • J'. l. IV:~~ V, or completeness of eiecrronic cooies of this o!on ~~(~-. fcf-,:.''. CD -s!ee/. ~ r;~Ll > 0 w w "' "' To r;et lo 11:e Cal/r(ms wet~ si!e, go to: rittp,, iv,ww.dot.ca.r;a, V, z w -w ~ MINOR CONCRETE u -.;;, > >-< >- w < REMOVE CONCRETE "' (MISCELLANEOUS ~ w "' 0 < "' ~ w z ::e CONSTRUCT JON I :0 "" CL w u , .... -+-V, >- I< z >-E "' w !::; 0 s V, > z "' < CL-< w SHEET STATION LIMIT >-CL ~" z z "' >-< ::e CLZ u-"' w > 0 «~ o--0 < < "' < "'~ ,,~ >-z "" "' u z "'"' V, 0 0 u < < w< V, < z X CD ;, < ~ w z 0 w ~ "'w I:,; ~ -CL V, CL~ >-o u V, >-+-CL CD ' ::e er--:0 0 < -:,; CD >-u -0 "' -<< <>->-< z V, wE ::e :0 < "' z "'>-cru ~ "' < . >> "' UW CD < u ow < 0 ro o on. w -CDW CL>-I < 0 "'z ::a I CL "' 0 "'>-::eo CL 0 w :0 < w >->-:0 wcr "' >-u w :0 w >-CL V, "' " u -" uo < m' m' m' m' m' m' m' m' m' EA TONN '->-OCD . >-w CD >-0 STA 1 04+86.4 (SOUTHWEST CORNER) 7.83 7.8 <W 0 ~z w ""' ~ u-u ~v, w <W I STA 105+1 0.5 (SOUTHEAST CORNER) 15.27 15.3 uo u <C STA 1.05+9.5 (NORTHEAST CORNER) 11 .08 11.1 IXI L-1 oc <C w STA 104+89.9 (NORTHWEST CORNER) 7.54 7.6 w z I-f---., 0 z :) STA 105+13.5 w r :!! 0.69 2.6 0.6 0.2 2.6 u (ROUTE 1 /RIVERSIDE Ave MEDIAN ISLAND) 2.2 w , ..I 0 oc Q " STA 106+44.7 (SOUTHWEST CORNER) <C 11 .41 11 .4 STA 1 06+60 .2 & STA 106+64.1 11.1 L-2 z STA 106+58.3 (NORTHEAST CORNER) 1.45 0 e:" 4 Q STA 106+45.5 r ~ ( NORTHWEST CORNER I 1.45 0 ~ Northbound Route 1 ~ z z 4 STA 1 05+00, STA 117+40 5 ~ r C, STA 118+22, ~ -STA 118+70 & STA 119+25 0 ti) WPC-1 r w Southbound Route 1 z w Q STA 1 03+55, STA 110+06 4 "' 0 r STA 112+62 & STA 112+95 0 ~ ~ -< ~ > w = 0 "' SUBTOTAL 2.6 53.13 11. 1 0.2 53.2 2.6 2.9 9 2.2 ZN on ' N- ~' ~::: TOTAL 55. 73 11.1 56.0 9 2.2 ,. " a z 2.9 oo g 5 ~~ 2.::: j oo ~ ~ oo 4 "" ~ (NI NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY 0 WW ~ ~ e z 0 < - w SUMMARY OF QUANTITIES oe c r "' 4 G r 0 ~ ' l!r Q-1 "' N ' ' 0 -0 RELATIVE BORDER SCALE ? 2,c ',° w ',° LJSE~Ni\ME -> trr:-,ort-in I cu I EA 0F7421 i IS IN MILLIMETERS ' ' OGN FILE > cOf7~21po001 .dgn . 12209 0 r '" w V, 0 > w w °' V, w > e---w ., °' 0 iw~ "' e---0 0 ., '-'-o'-" "' 0 0 °' ., °' °' ., I :,; ., ::, I ~ V, I :,; V, ., w °' , I "' ., ., I '" V, ---► r om w m e---o «w 0 ~z w ::,CO ~ u-u ~v, w «w I uo u = 2 z e---C, ""' e---oc 0 Cl) ~ ~ w = ""' Q oc e--- ~ 0 ...I e---<C = w (.) "' e---oc a: ""' ~ w I-= w ...I ""' w z oc 0 ~ j ~ 4 ~ ~ 0 w e---ii 4 e---~ It LEGEND FOR E-1 TO E-7) EXISTING 200 W HPS. CONCRETE LJGHTING STANDARD 200 W HPS, SEE £-8 FOR DETAILS. Foundation shol l be hand excavated to avoid damage to underground uti I ities. ELEC -ELECTROLIER ELEC 507 ELEC 606 .. E_LEC _607 NOTE THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY RELATIVE BORDER SCALE JS IN MlLLJMETERS 0 ' R/W USERNAME =) ti-re,,e w ::, z la! <( UJ 0 V) Ir la! Ir DGN FILE => c0f7'121uo001 .cgn DIST COUIHY 12 ROUTE KILOMETER POST TOTAL PROJECT ~ 10-27-0 R£GJSTERED E~ECTRICAL ENG!NEE2f,:; 11-20-06 11 1~~=~~ PLANS APPRO ✓AL □A-E , To qr;t to NB Ca!rrcns web site. ao to, http:l ill'ww.dot.ca.9cv ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN LIGHTING SCALE 1 :500 cu 12390 EA 0F7421 E-1 44 w 0 0 N 2> N Z 0 o-N- 0 w r <D V, > 0 w w oc V, w > >-w <C oc 0 iw~ "' 0 .... , '-<C"' "' 00 0 oc <C oc oc <C I :, <C => I ~ V, I :, V, <C w oc , I oc <C <C I <D V, '-r r om w <D rO 0 <CW JZ w =>"' ~ u-u JV, w <CW I uo u z 0 z r 4 C, r oc 0 (/) ~ ~ w z 4 Q oc r ~ 0 ..J r <t z w (.) " r oc IC 4 ~ w I-= w ..J 4 w z oc 0 ~ ~ I 4 u ~ 0 w r 4 r ~ di NOTES: (THIS SHEET ONLY) DJ Exist 120/240 V METERED SERVICE IN TYPE III-BF SERVICE EQUIPMENT ENCLOSURE WITH 1-2P-240 V-100 A MAIN CB, AND TYPE V PEC. 10#12-55-001-0-019.320 4-2P-240 V-30 A CB FOR LIGHTING (METERED) Lu ::, z Lu > <( = ,-. V, ::, ,-. ELEC 510 EXISTING EDISON HANDHOLE, 2430 PCH ~ Exist 53C, 8#6 I R/W [i]/ rxLEC 511 ELEC 5:12 53C, 4#6 ELEC 611 ELEC 612 NOTE THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY USERNAME = > trmnguye ELEC 51-3 . :~ ~---"' ' ;_v.,, ROUTE 1 A /1s·clcsl / ELEC ~13 RELATIVE BORDER SCALE IS lN MILLIMETERS. DGN FILE =>c0f7421uo002.dgn DIST C:OUNTY 12 Ora Tt,;, Stale or Co!ifornlo or iTs oqems s/>:;J!I r,or c,e resl)Onsio1e or comprereness of e/ec/conlc s/lre/. ELEC 514 (i_,: 1 09+00 (A' __ , . .,, ELEC 6"l4 f'. i LOMETER POST TOTAL PF.OJECT 29.7/31.8 ~ ' w >-w w I V, I u >-<C " ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN LIGHTING SCALE 1 :500 I cu 12390 EA 0F7421 44 E-2 II II oo '-'-' LJ 0 >-a, w V, > 0 w w er V, w > >-w <( er 0 i~:g "' 0 l<e '-'- o"' "' 0 0 er <C er er <C I " <C => I ~ V, I " V, ., w er , I er <( ., I a, V, '->->-om w a, ;-0 4W 0 ~z w "" ~ ,u-u UVO w 4W I uo u er ::!: ii: w w z cc cc u z IC-w ::C: IC >-cc ::c: u w ::c: cc , 0 (/) ::c: er Q (/) z 0 z r ~ c.:, r oc 0 (/) ~ ~ w z ~ 0 oc r ~ 0 ..I r cc z w 0 OS r oc IC ~ ~ w I-0 w ..I ~ w z oc 0 ~ ~ j ~ u ~ 0 w r ~ r ~ l!r ._Ne se SR ttrc ·~ ; 67 I' NOTE THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY RELATIVE BORDER SCALE IS IN MILLIMETERS 60 ELEC 521 US'::RNAME => ,,,ene DGN F!LE =>c0f7'12luo003.dgn DIS Ti COUNTY ROUTE 12 i Ora i', I LOMETER POST TOTAL PROJECT 29. 7 /31 .8 ~ 10-27-06 REGISTERED ELECTRICAL ENGINEER f 11-20-06 I~ ,~~==C4 PLAfJS APPROVAL DATE ~cr- ;;;n;;a~~;' n;,1:;;o;;;~~~ri! f~;i;;;\~~wracy ~ or comole!eness er electronic co,:;ie5 of rr,is Olan 5/-:eet Tc 92r iO rre Ca/trans weo [ite. go le: htip:liw~M~lc/,ca.gcv ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN LIGHTING SCALE 1: 500 cu 12390 I EA OF7421 E-3 44 0 >-w V> co > 0 w w "' V> w > >-w ., "' 0 w"' "' e--0 0 .,, ' o'° "' 0 0 "' ., "' "' ., I " ., => I ~ V> I " V> ., w "' , I "' ., ., I co V> '>-om >-w co e--o -,w 0 ~z w =>"' ~ u-u ~V> w -,w I uo u z 0 z >-« C, >-= 0 en ~ ~ w z « = C >- ~ 0 ..J >-<( z ~ () "' >-= « a: ~ ~ I-= w ..J « w z = 0 ~ ~ j « Ll ~ 0 ~ >-« >-~ l!r " ,, -4 n I V> I ;n ;n -4 ;n ' '" ELEC 524 1===~======--=---__;c,·Ec,~~-------------"'~-- Cv"; 113+20 ELEC 523 ~ ---7--- Cv] ROUTE-1 L_EC __ 5_22. :v] 113+00 E.LEC 623 NOTE DIST COUNT! ROUTE ~ 1 ' No. SHEETS 12 Ora 29.7/31.s I 32, 44 REGC':TEREC ~ 10-27-06 ELECTf;'ICAL ENGINEE c,\"ESs, 11-20 06 Tc, oet to tr1:: Ca/rrar,, wfL• site, OD lo: ,c,'fp:11v,1Wi.rJD!.CO.q(N ELEC 527 R/W ELEC 526 ~ ~,--~ ~/ C\-1). I -NB SR -1 ~ ===~===='.ejc-c====--====-=------ I CB I 5 c ( 115+00 114+00 SB SR -1-- ELEC 626 R/W ELEC 625 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY USERNA!AE =, + f'"N F J r-r-ene '-''-' LE =>c0f7-'i21ua00~. , dgn ALL u~C~~~s ~~~~R~~~E r~H~~~ERS LIGHTING SCALE 1 :500 cu 12390 EA OF7421 E-4 0 >-w V, '" > 0 w w "' V, w > >-w ., "' 0 W~! w 0 >-'-'-"'w w 00 0 "' ., "' "' ., I " ., => I ~ V, I " V, ., w "' , I "' ., ., I '" V, '->->-O<D w '" e--o «w 0 ~z w =>"' ~ u~ u ~v, w «w, I UO! u z s z r = CJ r = 0 Cl) ~ ~ w z = C = r ~ 0 ..J r < z w 0 "' r = a: = ~ w I-= w ..J = w z = a' ~ I = u ~ 0 w r = r ~ !IP NOTES: (THIS SHEET ONLY) IT] Exist 120/240 V METERED SERVICE IN TYPE Ill-CF SERVICE EQUIPMENT ENCLOSURE WITH 2-2P-240 V-100 A MAIN CB, AND TYPE V PEC. 10#12-55-001-0-018.740 METERtt1 1-2P-2LJO 1-1P-120 1-1P-120 METER#2 1-2P-240 4-2P-240 V-100 A MAIN CB, V-50 A CB FOR SIGNAL SIGNAL (METERED) V-20 A CB FOR LIGHTING (METERED) V-100 A MAIN CB, ]0#12-55-001-0-018.741 V-30 A CB FOR LIGHTING (METERED) ~ ' {A_; / ~------------EL EC 6 3 o --~ I,. i '\ EXISTING SCE VAULT -· V510.9.194 HEC 631 ELE_C 632' - \_ NOTE THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY RELATIVE BORDER SCALE IS IN MILLIMETERS 20 ' rn so ELEC ··634 ELEC 633 USERt>JAME => trrene OGN FILE =;,cQf7'121uo005.dgn D l S Tl COUNT\' ROL.:TE ~,)'_QMETER POST SHEET TOTA~ TOTAL PRO~"ECT No. Sr'EE~S 12 Ora 29.7/31.8 ELEC 535 ELEC 635 ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN LIGHTING SCALE 1:500 cu 12390 EA OF7421 33 l 44 E-5 > 0 "' Z 0 ~ = II Ii 00 w w f-f-00 0:0:: 0 w r en V, > 0 w w "' V, w > c-w <C "' 0 WW w e--0 0 "'' ' 0W w 0 0 "' <C er er <C I " <C C, I ~ V, I " V, <C w er , I er <C <C I en V, ,r r oen w en c-0 «w 0 JZ w C,C> ~ u-u JV, w -,cw I uo u " ---w :i: ii: "' w ► ,-~~, z ~ ,,, <t<t n ~ I z IC-"' w :CIC cc 119+_00 ~ <t:c en u en w :c<t ~ Ct;; , en 0 Cl):c " ' ~ Cl) '-" ELEC z 2 z r < c.:, r oc 0 Cl) ~ ~ w z < C oc r ~ 0 ..I r <t z w 0 ~ r oc IC < ~ w I-= w ..I < w z oc 0 ~ ~ i < u ~ 0 w r < r ~ di ROUTE 1 636 ELEC 637 120+~0 SB SR -1 -- -,., _____ \.:;"' ELE·C -638 ELEc--··-639 NOTE THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY RELATIVE BORDER SCALE IS IN MILLIMETERS 60 80 ROUTE 1 121+00 ELEC 5·40 US:C.R'JAMC: = l Tnn i tz: DG~' FILE => c0f7421uo00G.dgn R/W DIST COUNTY ROUE KILOMETER POST ISHEEi TOTAL TOTAL PROJECT I No. SHEETS 12 Ora 29.7/31.8 34 Tre Srarp of Co!lforn o or Is :,ff1cers or ogenrs sr,01 nor De resw%11>/e for tt;; occuro ,,_ or comp/ereness of elecrromc copies of rn,s plan -;,__~,f 0--:--:--:,cl''<J sr,eer. ~ To 9e! to tr-i, Cal/rans web si,'e, 90 to, hlip;/ l~ww.cot.ca.gov All DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN LIGHTING SCALE 1 :500 E-6 cu 12390 I EA OF7421 44 0 w ► V, '" -> 0 w w "' V, -w > c-w .,, "' 0 WW w I~~ 0 ' !O~ w 0 "' .,, -"' "' .,, I " .,, =, I ~ V, I " V, .,, w "' , I "' .,, .,, I '" V, ,► ► o<n w '" c-0 0 «w ~z w =>'-' ~ u-u ~v, w «w I uo u z s z -.,, Cl -= -0 If) ~ ~ w z .,, Q = -~ 0 ..I -c( z w (.) OS --= .,, cc ~ w I-a w ' ..I .,, w -z = 0 ~ -j ~ .,, u ~ 0 w -.,, -~ l!t LEGEND 0 • NEW 200 W HPS LAMP NEW #6 AWG CONDUCTOR EXISTING 200 W HPS LAMP EXISTING #6 AWG CONDUCTOR SPLICE I I I '. ]0#12-55-001-0-019.320 520 ,:=) ,:_~-, () C!~ ~~~i!1 ~'§~A 521 522 523 524 525 526 527 529 530 ~ : I 531 532 533 534 ROUTE 11 I 535 536 537 538 539 540 541 621 622 623 624 625 626 628 630 631 632 633 634 635 636 637 638 639 640 641 -.----------/---:·-.-• ) r-, }_,,_J ___ .~~} __ 1~_)_1,_) I ) i _•_~'~-1"-_ _/ i V I I 10#12-SS-001-0-018.741 120/240 ' NOTE : THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY RELATlVE BORDER SCALE JS IN MILLIMETERS 20 ,w 60 1 I 1 I I I U:>ERN,I\ME 't:-mi tz: DGN F:LE >c0f7'1?luo007.dgri 0[5T! COUNTY I Rou,E 12 I Ora J ' . 1 29.7/31.s I 35 I 44 To r;et le t,'i; Calirans wd• srte. go to: rlro: /www.du.ca.gov ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN LIGHTING (WIRING DIAGRAM l NO SCALE I cu 12390 I EA 0F7421 E-7 "' « V) 0 => 0 "' 4'. V) ~ -4'. c-w 0 w c-4'. 0 4'. "' 4'. z 4'. c- 4'. V) -~ ,r O<D w c-0 «w ~z => '-' u-~V) -s,:w uo ~ w w z ; z w ~ " w ~ 0 ~ ~ z 0 ;:: C ... a: 0 ... "' z C a: ... ... 0 ... z ... .. ... a: C ... ... .. « "' « z 4'. c- « V) -~ V) w -c---z « => 0 « z 4'. '-' « "' ~ w 0 , r <D 0 w "' u w I u <C :.:: <C z <C I-. ::. <C Cl> ... :,: c., z <C <C a, Cl> z <ll Cl> w 0 ... <C c., w D. Cl> I I I /, ?';~Top finned J i cap. Cast ·--'-1----i aluminum al lay f • --......._~ ( 4) 50 mm-1 3NC : : Studs go IV M PROJECTED LENGTH I ,--See ~--I----/-:/_<.-;::,--=· ==<,::_(-=-"-Ro_o...__d~~ons" w V) -"' "' "' 4'. - c-I c-'-' I -'-' w -I w '-' I z w -~ c-0 z a_ => 0 "' CURB LINE I ✓ ✓ ~ Post ✓ ✓ 1, 11 I I Ii ✓ ✓ Tapered galvanized steel luminaire arm -Octagonal Spun Pres tressed Concrete Pole 2440 Sidewalk , R/W 686 1 753 7' I I I -i- f /-Door Opening / faces street , ·1-.,: •.• :.-each way • ·• • • 0 • •• • • •· • ••• top and bottom ~~2013 0 ELEVATION NO SCALE : THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL CONSTRUCTJON NOTES: E E ,-1 on 94 mm BC 1'! with hex nuts, !! washers :, ,, !i' 1. The last 0.3 m of foundation for Traffic Signals shal I be hand--1.__,L.C>i--'"---'--- ' excavated to avoid damage to underground ut i I it i es. 2. Foundation for Electro I i ers sha I I be hand excavated to avoid damage to underground uti I ities. 4-28 mm dia holes for 25 mm dia heavy hex head A449 bolt X 76 I ong with nut and f I at washer -1-.. ' •.\ 0 N N 0 N m N 8-30 mm dia holes for 25 mm dia anchor bolts see anchor bolt detai I 610 _) 1220 762 so Footing Plate 508 Sq Base Plate f1. 19 thk : [ f1. 25 thk I 292 ; I lPost I 292 PLAN c-u 0 '---Door Opening faces street TOP DETAIL NO SCALE -'- : I I I I ,--Footing Plate i ,--1 3 X 76 X 76 I { Anchor PI ate ~~~~ ANCHOR BOLT DETAIL NO SCALE SHIM PLATE DETAIL NO SCALE Taper to fit. Max Thickness 6.35 mm Ta 9ei io the Co/trans web site. go lo: ttip,l lwww.dol£a.gcv POLE DATA M POLE HEJGHT BOLT PROJECTED ARM MOUNTJNG CIRCLE LENGTH RJSE HEIGHT 3.7 m 1. 3 m 10 567 9. 5 m 558 4.6 m 1. 5 m 10 592 ARM DATA M 3.7 m 4 .6 m SPEClFlCATlONS: Min OD AT POLE 108 TH l CKNESS 3.04 DESIGN: AASHTO Standard specifications for structural supports for highway signs, luminaires and traffic signals dated 2001. LOADING: WIND LOADING: 161 km/h AASHTO FOOTING CONCRETE: fC = 25 MPo MANUFACTURING: ASTM C1 089-97 fC@ 28 days = 41.4 Mpa, using spun cylinder test fC@ 28 days = 34.5 Mpa, using ASTM C-31 cylinder test ASTM A-36 Steel base plate fully pre-stressed with (8) ASTM A-416 prestressing cables. NOTES: 1. "All bases shall be poured to 102 below sidewalk grade . 2. The area around al I standards shal I be formed and poured with grout to extend 152 on each side and back of standard and from back of curb to front of standard. Grout shol I be poured from top of base to sidewalk grade. Grout shal I consist of 2 parts sand and 1 part cement. 3. Level footing plate before pouring concrete. 4. Shims to be used as necessary between footing plate and base plate for leveling I ight pole . Maximum differential 6.35 mm. 5. Each pole shall have a pull box and fuse holder in adjacent pul I box. 6. Al I threaded connections shal I have pre-approved anti-seize compound. - ti II 00 ~~ NO SCALE LIGHTING STANDARD ;c OCTAGONAL PRESTRESSED CONCRETE POLE~ THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN ORIGINAL SCALE 1M l,llLLJMET£RS 11 I I i!ll'.11I1111 I I IIIIJ!lillll I illllllllll,i I .111111111 I ,ii I "I 11111,11 , , 1!1 FOR RE:0UCE0 FLANS O 10 20 30 ~0 50 60 ?O 80 90 100 USERNAME ='> t,mi~zj OGN F!Lic =' SPECOES BR_PROJ/I2-0fT~Oi/ltgOl.dgn NO SCALE I cu 12390 1,-------1':i N E-8 ,1;;; l EA OF7421 0 w >-"' V, > 0 w w rr V, w > c-w <C rr 0 w c- <C 0 '->->-0"' w "' c-0 <CW 0 ...,z w =>'-' "' u-u -""' w <CW I uo u a: cc ~ ::c: w CJ w ~ cc " u.. z w ...I ~ 0 u w N , 0 oc ~ -=: z :ii: z z 0 CJ r « Cl) r ~ 0 w Q = Q z « ~ r ...I ~ cc 0 r 0 z w "' a: r ~ I-« Q 0 w 0 w ...I « w z ~ 0 ~ ~ i « u ~ 0 w r « r = l!P EXISTING CONDUCTOR AND CONDUIT SCHEDULE CONDUCTOR CONDUCTOR RUN & POLE ® / ® / 3CSC © / ® 2*....-<* 12CSC ® 1B-,-- ® / ® __, ® / #6 SERVICE #8 SIGN #10 LIGHTING 2 * #10 TEST SWITCH #12 IISNS 2 N 01 1 * 02 DLC 04 05 06 4 * 08 12-PR #19 EVC CONDUIT SIZE 78C *=REMOVE AND INSTALL NEW CABLE OR DLC R = REMOVE CABLES OR DLC N = NEW &lffi & /IY1 / / i1i-.e(R / 2 kN 1 R,,<R / 2~N1 HR / 1Y 1 R,,,-/ / 1_,/1 / __, , ...---:, I ___,,,. I _,,./ 11 ----,-• ---- 2 2 2 2 N 2 2 2 2 N 2 2 1 N 1 R 1 R 1 N 1 R ' 11 R 4 N !4 R 2 1 N 103C 2-78C 53C & g & / / 1/1 I _,,, __, 1P.--,R __, / 15--1* / __, ?l>* ! __, __, 1JY 11..........-1 1 __, 1 1 --'1 i1...........--, / 1/1 / I __, 1 --'1 2 2 2 2 2 2 2 2 2 1 * 711* i 1 * 1 * 4 * 2 2 1 1 1 1 78C 78C 2-78C => C\ N , "' ~ :-\ 1 s N , "' ,_, ' NOTES FOR THIS SHEET ONLY: OJ § TYPE 17-2-113 STANDARD 0 EXISTING 120/240 V TYPE III-BF SERVICE EQUIPMENT ENCLOSURE WITH THE FOLLOWING: 4P-120 V-100 A MAIN 1 P-120 v-30 A LIGHTING {UNMETERED) 1 P-120 v-50 A SIGNAL ( METERED) 1 P-120 v-15 A IISNS ( METERED) 1 P-120 v-15 A SIGN I METERED) 1P-120 v-15 A PEU ( METERED) [I] ID # 12-55-001-0-019.520 EXISTING MODEL 170 CONTROLLER ASSEMBLY. 4. FOUNDATION SHALL BE HAND EXCAVATED TO AVOID DAMAGE TO UNDERGROUND UTILITIES. / CONDUCTORS, INSTALL 5 □LC ·._'--':s/ _ g@ EXISTING POLE AND EQUIPMENT SCHEDULE STANDARD VEH SIG MTG PED SIGNAL PPB HPS SPECIAL No. Type SMA LMA Mast Ar-m Pole LUMINAIRE REQUIREMENTS MTC " ARROW DETAIL "A" 0 1-A ---TV-2-T (RI SP-1-T 41*1 --------TV-2-T IN) ® 1-A (RI ---TV-1-T (R) ----- PPB POST (RJ -----!4 (RI -------.iRI -- © IN) (NI 3.7 (NI 1-MAT IN) SV-2-T (RI SP-2-T (RI~ (NI ..---{NI 31 o wlNI RIVERSIDE (NI 26A-4-161 12.2 1-MAS (N) SV-2-T (NI SP-2-T (NI 6 (NI ----.I.NI SV-3-TA (RI 8 -+---i PACIFIC COAST ® 17-2-129 6.1 3.7 MAS SV-3-TA (NI SP-2-T 6 -+---200 w HWY (NI ® PPB POST (R) -----8(R) -----.rR1 -- ® 29-5-129 15.2 3.7 MAT SV-1-T (RI SP-1-T 8 -+---200 w RIVERSIDE 2-MAS SV 1-T (NI ® 1-A ---TV-1-T TV-1-T (RI 2(*) (NI, SP-1-T -------- ® 19-2-129 7.6 3. 7 MAS iSV-1-T (RI I SP-1-T :2 (*) -+---200 w -iSV-1-T (NI DETAIL "A" <Jt-7 08 [iJ ~ fill CB (R) = § EXISTING EQUIPMENT (*) = §g ' lNSTALL NEW PPB (NI = NEW NOTE: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLJM~TERS 20 ' USERNAME = > Trmnguye DGN FILE => cOF7~2luo009.dgn 3 01 DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL TOTAL PROJECT "lo SHEETS 12 Ora 29.7/31.8 37 44 j_/1~WW.'7":___1~~r:};,0,,:,__i,10-27-06 of~ >s , REGJSTEREO ELECTRICAL ENGINEER '? ·O ~1~1_-~20,,_--'0"'6 ______ r PLANS APPROVAL DATO: 1\ The Stare of Collfor~'o or ITS ofricers oc a9enrs sr.J/1 no! De: resrx,nsiNe for the accuracy or comple/eness of electronic cooies of th.'s p/0 sheet To get to tie Co/trans wet· slte. 90 to: http:/ lwv.w.dot.cal}O.' Exist 41C, 3 die, R/W 02P sic 0'4 Exi3>t 41C, 1 sic TO TUSTIN _Jr-<>---<> 08P r 11 r 04P 02+------06 05 <>---<> 08 06P PHASE DIAGRAM ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN MODIFY SIGNAL (LOCATION AND LIGHTING 1) SCALE 1 :200 E-9 cu 12390 EA OF7421 0 w >-~ "' -> 0 w w "" ~ -w > >-w .., "' 0 w >-.., 0 '->->-oco w "' >-0 0 --,w ~z w =,co ~ u-u ~~ w --,w I uo u -a: <t ~ ::c w CJ w z <t ~ z LI. w ...I ~ 0 u w N , 0 ~ ~ <( z :iii z z 0 CJ -r -.., CJ) r = w 0 ~ ~ C z .., = r ...I ~ <t 0 r (.) z w -OS a: r = I-.., ~ (.) w = w ' ...I .., w -z = 2 -I ~ .., u ~ 0 w r .., r ~ di EXISTING POLE AND EQUIPMENT SCHEDULE STANDARD VEH SIG MTG PED SIGNAL 1 PPB HPS No. Type SMA LMA Mast Arm Po I e MTG ¢ I ARROW LUMJNAIRE 'A' 24-4-129 @ PPB POST © 1-A 10. 7 3.7 2-MAS sv-1-T(R) SY 1 T (NI TV-2-T (R) TV-2-T (N) @ PPB POST (RI ---- 1-A (RI TV-1-T (RI SP-2-T - SP-2-T - - sl*) -4-200 2(*1 ---- 2 (*I -4- --1fil.+. -4(RI 4 (RI ..J.Bl... - -- © 26A-4-161 (NI 12.2(NI 3. 7(NI MAT (~~) SV-2-T (NI ---310 W ® 1-A -__ TV2-TIRJ _ TV-2-T (N) G PPB POST (RI (N) = NEW AS SHOWN ON PLAN (E) = REUSE EXISTING {R) = §] EXISTING EQUIPMENT (*) = REMOVE, INSTALL NEW PPB TO RIVERSIDE CONTROLLER ◄--------& I \ Exist C ~; 41 C, 1 sic / SP-1-T ' / ROUTE 1 6J2uC!l ,,--Ls~ 6J 2L , _ ~ l v - I TO LIMIT LINE 8 -4- 8 (R) -!Bl.. Exist 41C, \ '1 4- 111 U 2 die EXISTING CONDUCTOR AND CONDUIT SCHEDULE CONDUCTOR CONDUCTOR RUN POLE 3CSC 12CSC #6 . SERVICE i #10 LIGHTING 2 N 2 R 2 R \2 R !2 N 2 N 2 #12 II SNS 2 N 2 R 12 R 2 R 2 N 2 N 2 01 1 OLC 02 2 7 7 06 3 ' 08 12-PR #19 INTERCONNECT EVC I i - - 2 2 1 4 w (NI I i I SPECIAL REQUIREMENTS Tustin Ave - - - 1 Tustin Ave (El - - -2 i 2 2 2 1 7 4 1 1 1 1 a, > <{ I EXISTING SCE VAULT #5273 0'1 _J ---+06 DISTI COUNTY I 12 I Ora I 1 I 2s.1131.s I 3s I 44 11 . __ ,✓_/} hW--,:::; -; ' 10-27-06 -~=,,~ --?.Qf£SS10,~ REGISTERE'.) ELECTRICAL U.JG!NEER j~e .,.____,,, '\ "'""" Ml NA '-"~ ,? ::; ZOLF AGHARJ ~Ji ~1-"1~-,s2,c0~-0,c6e__ _______ l\~,~E 1·6816 I~ '-'I.ANS AP?C:OVAL DATE \\cc No.~~~-/, ~ -12-31-~6. /; T/;f; Stale af" Cai;fornia ar ifs Qf"f"icer, er -1:< -;.p/ __ • agents shall ,0ot be resp:,ns/b/e> ror ff"B -accurncy • .!',, ~ft c R I>" \> or completeness of e1ecrron1c copies of trlis plan ~,__~tr &''-' sheer. '-or c.1~ •,f To get lo lte Caf1rans wet, stte. go to, t)i'/p:/ 1www.doiJ:Jf}01 024- ---+06 ~ 08P I ~ l 08 PHASE DIAGRAM NOTES FOR THIS SHEET ONLY: [iJ [ig TYPE 17-2-113. llSNS TO BE REUSED FOR POLE ® ,-------- --------_ _ _ 1 01_;00 EXISTING 120/240 V TYPE Ill-BF SERVICE EQUIPMENT ENCLOSURE WITH THE FOLLOWING BREAKERS: 4P-100 A MAIN 1 P-120 V-30 A LIGHTING (UNMETERED} 1 P-120 V-50 A SIGNAL (METERED) 1 P-120 V-1 5 A PEU 1P-120 V-15 A IlSNS ( METERED) ID No. 12-55-001-0-019.000 ~ EXISTING MODEL 170 CONTROLLER ASSEMBLY R/W / ? / g ' Exist 53C, 1 TWISTED PAIR LOOP CONDUCTOR ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE SHOWN 0 INSTALL TYPE 1 PEDESTRIAN BARRICADE AND R9-3a & R9-3b MODIFY R/W CONDUIT SIZE I 53C 78C 78C 78C 78C : 78C 78C 78C i2-78C 53C 5. FOUNDATION SHALL BE HAND EXCAVATED TO AVOID DAMAGE TO UNDERGROUND UTILLITIES. SIGNAL AND CLO CATION LIGHTING 2) *=REMOVE AND INSTALL NEW CABLES OR DLC R = REMOVE N = NEW NOTE: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS 60 80 i USERNAMF -, ~rmnguye ioGN F!LE -,cOF742'1:.icOIC.ogn SCALE 1 :200 E-10 ' I cu 12390 -1 EA OF7421 II ,i QD ~~ Sidewalk See Note 2~ Maxf ¾: I I ------~•fl, 21/. Max I Sidewalk See Note Sidewalk A 1 .22 m Min CASE fl -0 f_~~- ~ I D "" 0 > • " vi ~ Crosswalk if provided DETAIL A (;I c::/ TYPICAL TWO-RAMP CORNER See Note 1 150 mm Typ 8.331/. Max " • " > 0 L Q '.':: "' 0 > w w 0 L u 4) rl.53 m Min I Retaining curb if necessary at edge of sidewalk. ~ See Notes 10 and 11 CASE B 2% Max 1 Sidewalk l---l~.2'12c="m~,-;i'--See Notes 10 Min 1 Iand 11 ~ -~ ~-ISO mm Typ CASE E Fi Sidewalk 150 mm Typ, i x Max 0 :, N N \..._ Front edge of sidewalk Sidewalk See Note Retaining curb If ..../c") necessary at edge ? of sidewalk-~ To occomparry plans doted __ 1'-1'---'2"0'---'0'-6'--- 11 _ 4 mm Top Dia ------j ~ 5.1 mm DJSTi COUNT"r i 12 Or-a I V.ILO~iETER POST 1sH.~oE_T }UO_c'/\\ TOTAL PROJECT " .on L,~ 29.7/31.s I 39 44 /( 4--J ~---~--1 .53 m Min j ~T ~STEREO Cl'/1·_ Er--:01NEER 2% Max \ --i) '"-. CASE C rFront edge \ of sidewalk \ 150 mm Typ -Retaining Curb (both sides of ramp) 22.9 mm I _ ! 1 Base Dio~~-r 1;,=== 1 ~L~~eA~~~:,_ ~'A~~ 2005 (~ ~==-, / T1>;-Sro1e of California or i1s officers or \ j RAISED TRUNCATED DOME agents sl>a'I not be responsible for tt",e accuracy or completenes.s of ei~crron.'c copies of lhi.s olon N N See Notes 1 o and 11 See Note f 2% Mak : Sidewalk : Eic : See : ~i~ :-..: 6: . Note 7--.,, ....! N~, ;·10% Max ,~ ~ at curb ~=-f=i'===~I Front I 150 mm I ~ 1 1 edge of c,J Typ sldewalk Clo +=i Q.) ggggggj gggggg ~:I,· 'o gggg~I gggggg _l LL gggg~ 6 gggg· 0000 • ~ 0000 ooooCO 000000 000000 coo ~o 000000 0000 0 sheet. NOTES To Qei 10 the ,:cl/rans wet stie. go to: hltp:/ lwww.dat.ca.9ov 1. As site conditions dictate, Case A through Cose G curb ramps may be used for corner installations similar to those shown in Detail A and Detai I 8. The case of curb romps used in Detai I A do not have to be the same. Case A through Case G curb ramps also may be used at mid block locations, as site conditions dictate. For Cases B and C, the side of the curb ramp should always be perpendicular to curb face. 2. lf distance from curb to bock of sidewalk is too short to accommodate ramp and 1 .22 m platform ( landing) as shown in Case A, the sidewalk may be depressed longitudinally as in Case B, or C or may be widened as in Case D. 3. When ramp is located in center of curb return, crosswalk configuration must be similar to.that shown for Detail B. 4. As site conditions dictate, the retaining curb side and the flared side ·of the Case G ramp shal I be constructed In reversed position. 5. If located on a curve, the sides of the ramp need not be para I lei, but the minimum width of the ramp shol I be 1.22 m. 6. Side slope of ramp flares vary uniformly from a maximum of 101/. at curb to conform with longitudinal sidewalk slope adjacent to top of the ramp, except in Case C and Case F. ,I.,I.~22~m~~M~in+e:~ See ~ and Notes 10 II Retaining/ Curb_/ i 1.22 m Miq I-------see '~ 'and Notts 10 II 7.The curb ramp shall be outlined, as shown, with a 305 mm wide border with 6 mm grooves approximately 19 mm on center. See grooving detail. CASE F 600 mm Straight Curb_:___jf-)==,---,- ECR-/ i TI • TI > 0 L "' 0 > ,_ w V w ~·'-?2 e CASE G See Note 4 ,--Gutter 1.22 m Min \ flowline Top of ramp ~J=M::a:;:x"'/";~::::iTj \ • ._~ See Note 9 SECTION A-A r-Gutter \ flowline Top of ramp \ Rounded 1,.-,----------- Retaining curb if necessary\ 1.22 m Min I -------r ~ --8.331/. Max '---... See Note 9 '~2;,,: Max SECTION B-B Depress entire sidewalk as required 1 Gutter 1 flowline I ' ' Retaining curb if necessary----.___\ --------------------01-\,~l~i~/!~K,~, --,--T 2% Max-__,,' T _: 8. Transitions from romps and landings to walks, gutters or streets shal I be flush and free of abrupt changes. 9. Maximum slopes of adjoining gutters, the road surface immediately adjacent to the curb romp, or accessible route shal I not exceed 5 percent within 1.22 m of the top and bottom of the curb ramp. 10. Curb ramps shal I have o detectable warning surface that extends the ful I width and 914 mm depth of the ramp. Detectable Warning Surfaces shal I conform to the detoi Is on this plan and the requirements in the Special Provisions. 11. The edge of the detectable warning surface nearest the street shal I be between 150 mm and 205 mm from the gutter flow I ine. 12. Sidewalk and romp thickness, ''T'', shall be 90 mm minimum. 13. Utility pull boxes, manholes, vaults and all other utility facilities within the boundaries of the curb romp wi 11 be relocated or adjusted to grade by the owner prior to, or in conjunction with, curb ramp construction. 14. For retrofit conditions, removal and replacement of curb apron will be at the Contractor's option, unless otherwise shown on project plans. (---:~--42.4 to 59.7 mm Center to '--{~@ @ center spacing -'-© © © © © ~1;3-),~ uj BCR' \ 1---600 mm Straight Curb ~' 1 Crosswalk if sovid~g_ 1 Limit of pay m Min I DETAIL B See I Rounded---._~•--"Lec22'-"'-"""--'---1 ~--- --~ Note 9 SECTION C-C '6 i © RAISED TRUNCATED DOME PATTERN (IN-LINE) Approximately 19 7 i--s DETECTABLE WARNING SURFACE mm\ !l See Note 10 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION r CURB RAMP DETAILS NO SCALE ALL DlMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN Note 14----..._ 11--:--___1_ TYPICAL ONE-RAMP ,-:<.._ , -. 'rr' T_J DETAIL RSP A88A DATED DECEMBER 16, 2005 SUPERSEDES STANDARD PLAN A88A DATED JULY 1, 2004-PAGE 117 OF THE STANDARD PLANS BOOK DATED JULY 2004. INSTALLATION CORNER INSTALLATION ~~~e 9 )"--RETROFIT DETAIL See Notes 1 and 3 Existing curb and sidewalk REVISED STANDARD PLAN RSP ASSA l1 m < u, m C u, -0. ,, r- )> z l1 u, ,, )> 00 00 )> N ..._J 1 1,"-3'-'04--_~4--'0--'0-.J".88"+------'8,_.1--'3~ __ ---f'7"5'i--, ~--"-6"-36=---'-+.1 ~ 1~see Detail A-1 ,See Detail B-1 . 1 1 See Detai I C-1 ~1 m \ -:. Sl@III W@ll W~ CONE ~©™Ill, 0 0 ~ Sign Overlay -See Note 5 Pantone #299 Blue D!ST COUNTY To accompa11y plans dafec/ __ ~1 1~-~2~0~-~0,_.6~-12 Oro ROUTE KILOMETER POST TOTAL PROJECT 29.7/31.8 44 ~u """""""'""'""""'E!tAISII"'""'"" see UHfflZnl AT WORK i,, 0 0 """'""" .,,. ;··7 7 .---~-----. ~ ";:;::=~e==11\=✓.==;,1t,G H ~~ r, ,~~~~!~~~ON/ ~li FEDERAL HIGHWAY TRUST FUND~ ~ ~I ~ ~; ~1 -1 "' §I t=L.i_, --1±; ~ml , ofgf~l ~1 ~I d -, ~ J__ N f \-___L ~ .~ N ~I DETAIL A-I DETAIL B-I ( See-) Detail D-1 See Note 0 0 ;;; ~I .- ( See__/ Oetai I 0-2 / ..,_., STATE HIGHWAY FUNDS '\ SANTA CLARA COUNTY TRANSPORTATION FUNDS-::\_ I '~ ~I 282 Blue (See Note 3) ''---see 1----------------~2~25~0~---------~ Note 225 563 150 TYPE I I 1200 See Detai I A-2 See Oetai I B-2 m Y @~/Jl 1'~ l!IJ@ll!itJ!Jff4/ffe T 137 849 See Detai I C-2 (\jU,@1111. IT'@~ 'jj'IM][l: CONE ~@IW~ .,,, 176 t ~} FEDERAL HIGHWAY TRUST FUND-~ ~~~e STATE HIGHWAY FUNDS~ SANTA CLARA COUNTY TRANSPORTATION FUNDS--\ \_ Blue (See Note 3) 400 3300 TYPE 2 m N ~ m N m w 0 ~ (See Note 3) 333 Blue Triscallion-1PILDf 1 ~~ • • ~1 White Background ~ ~i ~ 81 ack Lettering ~Btiiac11 ~-------1. DETAIL D-1 (See Note 6) Pantone #299 Blue Pantone #326 Green Blue Tri seal I ion White (See Note 4) 5"59 88 849 DETAIL C-2 {See Note 4) ST ATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION 88 ___ L_-8! ~H 8ockgcoundy-(~ . S7'.<11Es of .,: --~ Black Lettering CONSTRUCTION PROJECT FUNDING IDENTIFICATION SIGNS lfll o: ~l ~i ~, _, See Note DETAIL D-2 (See Note 6) NO SCALE ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN RSP T7 DATED NOVEMBER 17, 2006 SUPERSEDES RSP T7 DATED APRIL 28, 2005 AND STANDARD PLAN T7 DATED JULY 1, 2004-PAGE 217 OF THE STANDARD PLANS BOOK DATED JULY 2004. REVISED STANDARD PLAN RSP T7 I\) 0 0 .i::,. :u m < (J) m C (J) -0. "ti r :I> z :u (J) "ti NOTES -----Advance warnings~, see Note 1 1 50 m to 225 m 1 50 m to 225 m 1 50 m to 225 rn • TYPICAL LANE CLOSURE L See Table • • See Note 7 TABLE 2 Approach Minimum Downgrade Minimum Speed 0 C20 (CA) (Rt) C20 (CA) (Rt) W4-2R -3% -6% See Notes 2 and 4 See Note 10 km/h m m m 30 45 45 45 40 45 50 50 50 45 66 70 60 45 87 92 70 65 1 1 0 1 16 80 85 136 144 * Use on sustained downgrade steeper than to grades shown and I onger than 1.6 km. D * -9% m 45 53 74 97 124 1 54 or equal -- =-- • • • Min ~ 1- , _3_o_m-----=~~-----------,I•\ 150 m SIGN PANEL 0 900 mm [BJ 914 mm IT] 914 mm TABLE I ** Max "h-o"'Aij"N~.-,""11 C14 (CAI@ See Note 3 SIZE (Min) X 900 mm X 914 mm X 457 mm DIST COUNTY RC UTE V-ILOMETER POST SHEET TOTAL TOTAL PROJECT NO, SHSET$ 12 Ora 29.7/31.8 ~µJc~ ~ CIVIL ENGINEER --- Apri I 28, 2005 PLMIS APPROVAC DATE Tre SMre cf Coll.fornio or /rs o•-f!cers or ogenls shall not oe responsible for the occuro or completeness of elecrronlc ~oples of tn/s p sne.e/. 41 44 Tc qei re the Co/trans weo site, 90 to: .>"J!t0://www.dot.co.9o,1 To accompany plans dated ___ 1 _1 -_2_0_-_0_6 __ NOTES Unless otherwise specified in the special provisions, al I temporary warning signs shol I have black legend on orange background . California code are designated by (CA). Otherwise, Federal codes ore shown. LEGEND • Traffic Cone • Temporary Sign ---Direction of Travel Flashing Arrow Sign (FAS) 000 FAS Support or Trailer ,1/ Portable Flashing Beacon /i" 1.Where approach speeds are low, advance warning signs rriay be placed at 90 m spacing and placed closer 1n urban areas. 6.Portable del ineotors, placed at one-half the spacing indicated for traffic cones, may be used instead of cones for daytime closures only. Approach *Minimum spacing 2.Each advance warning sign shall be equipped with at least two flags for daytime closure. Each flag shal I be at least 400 mm x 400 mm in size and shal I be orange or fluorescent red-orange in color. Flashing beacons shall be placed at the locations indicated for lone closure during hours of darkness. 3.A C14 (CA) "END ROAD WORK" sign, as appropriate, shol I be placed at the end of the lane closure unless the• end of work area is obvious, or ends within o larger project's I irnits. 4.lf the W20-1 sign would follow within 600 m of a stationary W20-1 or C11 (CA) "ROAD WORK NEXT --~ MILES", use a C20 (CA) sign for the first advance warning sign. 5. Al I cones used for I one c I osures during the hours of darkness shal I be fitted with retroreflective bonds (or sleeves) as specified in the specifications. 7.Floshing arrow sign shall be either Type I or Type II. 8. The maximum spacing between cones along a tangent shal I be 15 m and along a taper shal I be approximately as shown in Table 1. 9.For approach speeds over 80 km/h, use the "Traffic Control System for Lane Closure On Freeways And Expressways" plan for lane closure details and requirements. 101Uhen specified in the special provisions, a W4-2 "LANE ENDS" symbol sign is to be used in place of the C20 (CA) "RIGHT LANE CLOSED AHEAD" sign. Speed L of cones a long taper km/h m m 30 38 6 40 38 8 50 98 10 60 98 12 70 1 83 14 80 183 1 5 Over 80 See Note 9 * Use L for lane widths less than or equa I to 3.6 m. ** See Note 8 ST ATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TRAFFIC FOR LANE CONTROL SYSTEM CLOSURE ON MUL TILANE CONVENTIONAL HIGHWAYS NO SCALE ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN RSP T11 DATED APRIL 28, 2005 SUPERSEDES STANDARD PLAN T11 DATED JULY 1, 2004-PAGE 220 OF THE STANDARD PLANS BOOK DATED JULY 2004. REVISED STANDARD PLAN RSP T11 I\) 0 0 .i::,. ::c m < en m C en .... 0. 'ti r- )> z ::c en 'ti -I ... ... LEGEND 0 Traffic Cone ~ Temporary Sign ~ Direction of Travel Im Flashing Arrow Sign (FAS) 000 FAS Support or Tra i I er Portable Flashing Beacon See Note 4 C14 (CA) ~ ( @] TABLE I ** Max Approach *Minimum spacing Speed L of cones a I ong taper km/h m m 30 38 6 40 38 8 50 98 10 60 98 12 70 183 14 80 183 15 Over 80 See Note 11 * Use L for lone widths less than or equa I to 3.6 m. * * See Note 1 O DIST COUNTY ROUTE KILOMETER POST SHEET TOTA'... To occomp:iny plans dated __ 1_1_-_2_0_-_0_6_~ TABLE 2 12 Ora TOTAL PROJECT NO. SHEETS 29. 7 /31 .8 42 44 Approach Minimum Downgrade Minimum Speed D -31/. -6% km/h m m m 30 45 45 45 40 45 50 50 50 45 66 70 60 45 87 92 70 65 110 116 80 85 136 144 * Use on sustained downgrade steeper-than to grades shown and I anger than 1.6 km. D* -9% m 45 53 74 97 124 ~-----~~,==- l~'"' April 28, 2005 /~P~-='---1 PLM<S APPROVAL DA TE ~ ;,'. TH.! Srar~ of California or its officers or ~~ ogenls s/>Jli not be resrxmsiNe far lk accuracy~ or campiet~ness of electronic copies of this plan steel. Tc ger ro tt;e Ca/trans weD site, QO .to: Nro:l/www.dot.c:a.9ov 154 C20 (CA) IL t) '"""°'"~' See Notes 3 and 5 C20 W20-1 or equa I TYPICAL CLOSING OF HALF ROADWAY ~-. ~ "'' ~ W4-2L ~ - Advance warning signs, See Note 1 See L Table -- I ½L See Note 12 See -- • • L I D Table 1 See Table 2 . -.-• • 1-• • • see Note 10 L See Table 1 .---. • -.--. .--..-• • • • I I L 1 See Table -..,- 1g • ·' • See Note 13 '.:~ • 11 50 m ·to 225 m 1 50 m to 225 m 1 50 m to 225 m Advance warning signs See Note 1 -- ~/__.,· 150 m to 225 m 150 m to 225 m 150 m to 225 m • • ~'\ ' . "' W20-1 C20 (CA) (Rt) See Notes 3 and 5 NOTES 1. Where Approach speeds are low, advance warning signs may be placed at 90 m spacing and placed closer in urban areas. 2. At least one person shal I be assigned to provide ful I time maintenance of traffic control devices for lane closure unless, otherwise directed by the Engineer. 3. Each advance warning sign in each direction of travel shal I be equipped with at least two flogs for daytime closure. Each flog shal I be at least 400 mm x 400 mm in size and shal I be orange or fluorescent red-orange in color. Flashing beacons shal I be placed at the locations indicated for lane closure during hours of darkness. 4. A C14 (CA) "END ROAD WORK" sign, as appropriate, shal I be placed at the end of the lane closure unless the end of work area is obvious, or ends within a lar-ger project's I imits. See Note 8 Min I 60 m\ I 0 Cg] SIGN PANEL SIZE (Min) 0,as W4-2R w See Note 13 W1 3-1 See Note 9 5. If the W20-1 sign would fol low within 600 m of a stationary W20-1 or C11 (CA) ''ROAD WORK NEXT MILES", use a C20 (CA) sign for the first advance war-ning sign. 6. Al I cones used for lane closures during the hours of darkness shal I be fitted with r-etr-oreflective bands (or sleeves) as specified in the specifications. 7. Portable delineotors, placed at one-half the spacing indicated for traffic cones, may be used instead of cones for-daytime closures only. 8. Flashing arrow signs shal I be either-Type I or Type II. 0 llil w [ill 1 o. 11. 12. 13. 9. Advisory speed wi 11 be determined by the Engineer. The W1 3-1 Sign wi 11 not be r-equired when advisory speed is more than the posted or- maximum speed limit. 900 -mm X 900 mm 914 mm X 914 mm [g]w Wl3-I 750 mm X 750 mm See Note 9 914 mm X 457 mm The maximum spacing betl'.'een cones along a tangent shal I be 15 m and along a taper shal I be appr-oximately as shown in Table 1. For appr-oach speeds over 80 km/h, use the "Traffic Control System For Lane Closure On Fr-eeways And Expr-essways" plan for lane closur-e details and requiremen-ts. Unless otherwise :5pecified in the special provisions, the ( 1/2 L) shown between the two (L) lane closur-e tapers shal I be used. When specified in the special provisions, a W4-2 "Lane Ends" symbol sign is to be used in place of the C20 (CA) "RIGHT (LEFT) LANE CLOSED AHEAD" sign. NOTES /~ C14 ~ aOA6N~K II @] (CA) See Note 4 Unless otherwise specified in the special provisions, al I temporary warning signs ·shall have black legend on orange background. California code are designated by (CA). Otherwise, Federal codes are shown. ST ATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TRAFFIC CONTROL SYSTEM CLOSURE ON FOR LANE MUL TILANE CONVENTIONAL HIGHWAYS NO SCALE ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN RSP T12 DATED APRIL 28, 2005 SUPERSEDES STANDARD PLAN T12 DATED JULY 1, 2004-PAGE 221 OF THE STANDARD PLANS BOOK DATED JULY 2004. REVISED STANDARD PLAN RSP T12 ::0 m < u, m C u, .... Cl. 'tJ r )> z ::0 u, 'tJ -I .... I\) E projected length F X r ~I.Im• r'i. Sign i.---(i Pole I 0 Det LI -,-- o~T7=~:::::.i O "'sign§ C " E I 3!Q300 mm I 25 kg 1830 mm x 560 mm, 30 kg, / ) internally illuminated street name sign / 1/2 NPS Coupling,/ underside required when 11 SNS shown o_n plans E 0 ~ Handhole , (far s 1 de l ~ ~ --"' ~';, ------ ~----~ Finished grade ~ E F ELEVATION @__ TYPE 18-4-161, ~~~n~~iion _>d 23-4-161, G 27-4-161 HIGH STRENGTH CAP SCREWS 16 -IINC -45 Y L '--c____ Length (mm) Threads (per inch) ~-----~Size (mm) SIGNAL ARM DATA Min I J Projected Min Mounting H OD Thickness Bolt HS Cap Plate K Arm IE I HS hex head cap screw. Tap pole plate\ 60 mm ¢ Ac,~;;;:;=:::::::::~~ hole, chased edges .1 for electrical conductors..------------- ' IY=======c;'c=!'--'- 7 TyP>v--6J J 1--t------jc->, SECTION A-A ~ ELEVATION 2 NPS pipe 7 mm Ft. top, bottom and sides Chased edges Galvanized drain holes, 2 both sides DIST COUNTY ROUTE i KILOMETER POST SHEET TOTAL ' TOTAL PROJECT NO. SHEETS 12 Ora 29. 7 /31 .8 43 44 REGISTERS~CiNEER January 24, 2005 PLANS APPROVAL DATE Tre Srore of California or Its officers or agents shall not be responsible for ll>e accuroc_v ,{:_11,. ::::----::"<I-''';;; ~~.,,,;7.mpleteness of eiecrranic copies of this pion ~ Tc get ta lt"t2 Col.irons '"let, site. 9c to, htt,o://www.dot.ca.9ov To occomparr; plans dated __ 1'-1'---"2"'0_-::_D6::___ M Projected length 4. Pole • s -1-------ES-7C • z \ ~7Typ E Projected length SIGNAL ARM CONNECTION DETAILS F C Bolt hole = Bolt 0 + 6 Axis of arm, '-' BASE PLATE LUMINAIRE ARM DATA L X Pole It M N Min P Mounting Height ~ I.Im 1 • ~ ~ ./ ets "~o ri--t==~ o 0 \Sign § 00 r---=::::::------~ 0 Det U f--4.. Sign kg CL r300 mm r--1--+_J_~_:: _,__ _ _::,"1f/Hl------ I830 mm x 560 mm, 30 kg,,, ~/ C " E internally illuminated MF 08 street name sign / 1/2 NPS Coupling/ undersjde required when 11 SNS shown .---- on plans~ ES?7M E --.............. ~ ---~ Handhole ~ (far side)~ ~, ~----~ v--~--..................._....,,__ --. B I El ---.i E NI « ~ I --t-~~~~ Length Spacing Height At Pole Circle Screws Size Thickness Thickness -<> Max Pr_ojected Rise OD Thickness 9.1 10.7 Length at Pole Pole Pole ----------------------Finished grade-------m mm 7.6 3,1 6.9 ± 186 305 305 9.1 3.7 203 e---10.7 4.3 7.0 ± 4.88 222 6.07 32-7NC-76 12.2 4,6 238 343 343 13.7 7.2 + 260 POLE DATA Pole Load Wind Min OD Alternative Section Velocity A Thickness Type Case Height B Bottom Top km/h Base Top Length m mm m mm 18-4-161 5.2 229 None 19-4-161 9.1 203 3.1 238 203 I9A-4-I6I 10.7 186 4.6 186 23-4-161 5.2 305 229 6.07 None 24-4-161 4 161 9.1 203 3.1 203 24A-4-I6I 10.7 186 4.6 238 186 26-4-161 9.1 203 3.1 213 26A-4-I6I 10.7 • 318 186 7.94 4.6 248 196 27-4-161 5.2 248 None 32 38 DI C Bolt Circle 457 457 ~ m m mm 38 23° 3.2 1.8 610 ± 83 2.4 760 ± 89 21· 45 15• 4.0 3.1 990 ± 98 3.7 1290 ± 4.6 1450 ± 108 BASE PLATE DATA Anchor Bolts Thickness Luminaire Size Arm mm m None 1.8-4.6 (l]J I.8-4.6 I 4.6I None 38 51¢ X 1067 X 152 1.8-4.6 (l]J 1.8-4.6 4.6 1.8-4.6 3.7 I.B-4.6I4:6I None m 9.5 ± II.I ± 9.7 ± 11.3 + 3.04 9.9 ± 11.5 ± 10.2 + 11.8 ± 10.4 + 12.0 + CIDH PILE FOUNDATION Signal Arm 7.6 or @Jl 10.7 12.2 or 13.7 Diameter Depth Reinforced mm m 914 2.7 Yes ELEVATION CIDH Pile foundation TYPE 19-4-161, 24A-4-161, 19A-4-161, 26-4-161, 24-4-161, 26A-4-161 I Dia I STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION ELECTRICAL SYSTEMS (SIGNAL AND LIGHTING STANDARDS CASE 4 ARM LOADING WIND VELOCITY=161 km/h ARM LENGTHS 7 .6 m TO 13. 7 m > NO SCALE ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN RSP ES-7F DATED JANUARY 24, 2005 SUPERSEDES STANDARD PLAN ES-7F DATED JULY 1, 2004-PAGE 456 OF THE STANDARD PLANS BOOK DATED JULY 2004. D Indicates arm length to be used unless otherwise noted on plans. RE VISED ST AND ARD PLAN R $ P E $ -7 f I\) 0 0 ~ ::J:J m < en m C en .... C. .,, r- )> z ::J:J en .,, m en I ..,. "T1 7 __ v ___ ',q:'--/Signal arm Pipe tenon , c::::::::::::; Slgnal Arm projected length ;.--------!~--- 102 mm Min~-, I 7 IDENTIFICATION NUMBER Attach a stamped metal tag with each pole's indentification number to shaft above handhole. 7 mm high number minimum. o:s,1 COUNT'r i ROUTE ~.ILOMETER F•OST SHEET IOTAL TOTAL PROJC:CT l>JO, SHE'.::TS 12 Ora I 29.7/31.8 44 44 Apri I 28, 2005 10 mm 0 Galv bolt ---f---):f---o Raintight cap- A similar tag shall be attached to the top of the signal mast arm near the pole plate. ?u,r,s ,\PPROVAL DATE Slip fitter for MAT mounting is shown. Use MAT or MAS as shown on plans. I:::::::::::::: 102 \ '-2 NPS pipe. Inside ground smooth for wire protection. DETAIL S-SIDE TENON Pipe tenon, Signal arm SECTION A-A Sample Identification Number ~,(1 & x,,'0 x.. -::l' "-.::-~0 ~, c>'' ..:;,0 ('Q, 0 "::;.e,0 ::,,,<fJX.. o ,0;;, ~o o '? ,l' .,,::::. (:' " o Q Q <0 cP 0~&o~v-S-c6 x,.0<000 ~p 00 ;,;-CJ;() 0 ;-¼-'-cf' ~-.I, x..'-G::-_D -<.,,_-..\j ,,,,0 ()e, -1:' c::;.G,s-o ½"' i::§' x,.O ~e, Tc qet 10 the Ca/trans web site. go to: hfto://wl'iw.d0t.cc.9c,,,- To accompartj plans dated __ 1~1~-~2~0~--0~6~_ I9A -3 -161 -9.1 -04 -F Use SL for special load case PIPE TENONS GENERAL NOTES 77----G., '· 2 NPS pipe, chased ~Si~nal for wire protection ~ht fit See note 2 '~ 102 I 76 I DETAIL TS-TIP TENON ~ /0----y- 2 NPS pipe, chased ',~-:;;:.__:-~ for wire protection----(,===f -~-S'.gnal I 102 I • -...___ 6 mm It TENON DETAIL TL -TIP This detail supersedes Detail S when so designated arm arm 102 mm x 165 mm handhole reinfdrced with ring welded to outside of pole. See note 4, 3 mm cover plate. - After plumbing standard, 25 mm ± 6 mm -I place mortar all around r---- bolts. Finish with slope . 81 ~ ranging from 45 • to 90 . ---1-----..._~'===::--t 50 Min i 75 Max i mortar J I I I I t I I I I I I I I I I I L_ L_J I / Anchor 203 mm 305 mm bolt-thread top and galvanize / Finished grade I I I I I I / ✓ t ,,7 1 i.............. ASTM A307 i :janchor bolts I I 1 1 Size of anchor bolts a-----i ~ is "a x b x c"-refer : i to tables on standard _J I plans. L_J 1--°--1 HANDHOLE AND ANCHORAGE DETAILS ,--Al len head socket flat SPECIFICATIONS DESIGN : AASHTO Standard specifications for structural supports for highway signs, lum!naires and traffic signals dated 2001. Loading WINO LOADINGS , 161 km/h Unit Stresses STRUCTURAL STEEL :fy = 330 MPa tapered steel tube fy = 250 MPa unless otherwise noted CONSTRUCTION : Standard Specifications and the Special Provisions NOTES I. ASTM A307 anchor bolts are required for each pole. Provide a hex nut, leveling nut and 2 washers for each bolt. 2. Lumjnaire arms shall be round; tapered steel tubes, taper of 11.45 mm/m to i 1.66 mm/m with an end section 60 mm OD for mounting hardware. Extensions of 2 NPS Standard pipe and 178 mm long may be used at the option of the manufacturer. When low pressure sodium luminaires are required, the extension shall be 381 mm. 3. S!gnal arms shall be round, tapered steel tubes, maximum taper 11.66 mm/m. 4. Handhole reinforcement ring shall be 6 mm x 51 mm for 3.04 mm to 6.07 mm poles, 10 mm x 51 mm for 7.94 mm. -------1 T = wall thickness l headcap screw, 8 mm ¢ I inset with cover. 5. Handholes for lighting standards shall be located on the downstream side of the pole unless otherwise noted on the plans. It 30° Max contact angle /------------/]\;:} Far weld size calculatians ~1"11.f T must be 5 mm or more til.--"'!" Min 1.57 T DETAIL F Min Fatigue resistant weld Weld Wall Size Thickness Pole or Arm-----..____ { 7 3.04 8 4.55 C See Detail F-----......__ / 10 6.07 / f. 11 7.94 ·.J -----;:: { ' 4 3.04 5 4.55 7 6.07 ELEVATION A 8 7.94 Allen wrench size ~.,,...~ • 4.8 mm. Outside cover Cover 8 mm 0 Button head hex socket stainless steel cap screw. Recessed dimple ln cover ALTERNATIVE DETAIL reinforcement r---8 mm 0 bolt ~ "-Tapped hole in steel strap 6. Detail F, fatigue resistant weld, is required at signal arm plate and pole base. plate. 7. Cap screws shall be tightened by the turn-of-nut method 1/3 turn to form a snug tight condition. No washer will be required. 8. During ·pole erection, the post shall be raked as necessary with the use of level!ng nuts to provide a plumb pole axis, 9. When Project Plans shaw a lesser number of signs and signals, the Project Plans shall prevail. 10. Outside diameter, wall thickness, and corresponding section properties at the base of traffic signal poles and arms as shown in the Standard Plans are minimums. Unless otherwise specified, alternative sections require approval by the Engineer. ST ATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION ELECTRICAL SYSTEMS (SIGNAL AND LIGHTING STANDARDS DETAILS No. 1) NO SCALE ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN TAMPER RESISTANT HANDHOLE COVER RSP ES-7M DATED APRIL 28, 2005 SUPERSEDES RSP ES-7M DATED JANUARY 24,2005 AND STANDARD PLAN ES-7M DATED JULY 1, 2004-PAGE 463 OF THE STANDARD PLANS BOOK DATED JULY 2004. REVISED STANDARD PLAN RSP ES-7M :u m < -(,/) m C (,/) r+ Q, "ti r )> z :u (,/) "ti m (,/) I ""' :s: L_ ________________________________________________________________________________________________ ___J 0 w >-(/) <D -> 0 W w 0:: (/) -w > t-w <t 0:: 0 w t- <t 0 '->->-B <D cn t---0 <tW 0 _,z w =,c, "" u-u _J(/) w <tW :C uo u <C m 5 <C !i 1- l'.J -, r5 ::> ,-:E u w 3 :::::! [ C :z: 0 t-- <C ;::= C er: 0 CL (/) ~ z g: C, u... -0 CJ') ~ w ~ C t-- 0::: <( CL w c::, <( :z: er: 0 -g;::: ;; _J I ~ <( ~u ~ ~ ~ C t--~ ~;:: § (/) SHEET No. S-1 S-2 S-3 I MATERIAL SUMMARY SIGN No. □ 2 3 4 5 6 7 8 9 10 11 12 13 14 15 SIGN CODE S17(CA) D11-1 S17(CA) D11 -1 R4-7 OM1-3 R4-7 OM1-3 S17(CA) D11-1 S17(CA) D11-1 R4-7 OM1-3 R4-7 OM1-3 R4-7 OM1-3 S17(CA) D11-1 S17(CA) D11-1 S17(CA) D11-1 S17(CA) D11-1 S17(CA) D11-1 S17(CA) D11-1 TOTAL LEGEND: SIGN SIZE mm x mm 600 X 150 600 X 450 600 X 150 600 X 450 450 X 600 450 X 450 450 X 600 450 X 450 600 X 150 600 X 450 600 X 150 600 X 450 450 X 600 450 X 450 450 X 600 450 X 45·0 450 X 600 450 X 450 600 X 150 600 X 450 600 X 150 600 X 450 600 X 150 600 X 450 600 X 150 600 X 450 600 X 150 600 X 450 600 X 150 600 X 450 NON= NONREFLECTIVE Blk = BLACK G = GREEN W = WHITE Y = YELLOW 0 w u <t LL w -' C) z (/) X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X BACKGROUND SHEETING COLOR G G G G w y w y G G G G w y w y w y G G G G G G G G G G G G w > t-w u ()_ w >--' t-LL w::;, 0:: t-o (/) 0:: <t t-w 0:: III Ill Ill III II III II III III III III II I II III II III II III III II I llI III III III III III III III Ill Ill LEGEND SHEETING COLOR w w w w Blk Blk Blk Blk w w w w Blk Blk Blk Blk Blk Blk w w w w w w w w w w w w w > t-w u ()_ w >- -' t-LL w::;, 0:: t-o (/) 0:: <t t-w er: IV IV IV IV NON NON NON NON IV IV IV IV NON NON NON NON NON NON IV IV IV IV IV IV IV IV IV IV IV IV I ROADSIDE SINGLE-SHEET UNFRAMED ALUMINUM E E m2 0.09 0.27 0.09 0.27 0.27 0.20 0.27 0.20 0.09 0.27 0.09 0.27 0.27 0.20 0.27 0.20 0.27 0.20 0.09 0.27 0.09 0.27 0.09 0.27 0.09 0.27 0.09 0.27 0.09 0.27 5.95 r I B 1 l SIGN S17(CA) I I A F DISTI COUNTY I ROUTE 12 I Ora I 1 \~)~~E 1~iJ~1\T ISHNEoE.TI STHOETE\\ 29.7/31.s 1 26 I 44 ()_ ri° Q {f'[\,,·t/).fr-J.l 10-27-0~ REGISTERED CIVIJ..l ENGINEER 1/~~%:: •:.:---:.:'.r~~44;,-~ V ~,} <f'~D I ~ ADIL MUJTABA -l 1-20-06 . C 63474 ~ ,~o. ____ "' PLANS APPROVAL DATE ~xp9/30/2008 T flfl State of Coltfornfo or ,ts officers or * ---* agents shall not be respons,ble for tr,, accuracy :~IV ~ or completeness of etectron1c copies of this pion ~"J-r o~w-o'?""/2 sheet ~ To qelto th': Ca/Irons weD site, qo to, http.I lwwwdot.coqa; [PACIFIC CO As T li===l=-:-S17(CA) /-_--:__-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-----------'\~ \ G D11-1 BIKE ROUTE DIMENSIONS (mm) A B C D E F G 600 1 50 12.5 61 44.5 500 3B COLOR LEGEND AND BORDER -WHITE (Reflective) BACKGROUND -GREEN (Reflective) SIGN DETAILS SCALE 1 :500 SD-1 «> 0 0 N ' > o-z LIO ' .. 0 LIO N- A A II II 00 w w >->->->-0 0 _, _, Q_ Q_ WW >-::, <t -0 >- ~ t '-' LL:~.J.----------------------,l---------------------------:-----;o::---:2;;;0---;,40::---;6:;:;0---;;:B00--1r""iu0s;i'"ERRN,NAi;i:MM'E-:-:-, tt;:;,m;;;n;-;:g:::u-;ye;;---------------1-c-u_1_2_2_0_9 ______ 1-:E~A~O~F~7~4~2~1--------'-'-1 RELATIVE BORDER SCALE ·, I I I I DGN FILE -) c0f7~21ob001.dgn IS IN MILLIMETER~ I I l o I sTI COUNT) I ROUTE I Kl LOME TER POST ISHEE Tl TOT AL TOTAL PROJECT No. SHEETS 121 I I ! 21 1 ~ Ora 1 29.7/31.8 44 ()n°G ufn, ·tl"("--",10-21-06~""' ~ J ric REGISTERED c1v73 ENGINEER ~~~%"'~~?-~0 •1, ~~~ . ~ " ADIL MUJTABA - 1-20-06 ~:~c 63474 ~ PLANS APPROVAL DATE n"-Jo. .u)) 0 The State of Coflforn,o or ,ts officers or {I: c xp g/JO/ZOOB * ·1--- >-w 09enf.r; sh:JJ/ not be responslble for the accuracy~, s:,, C ! VIL ,"?- (/) m -~~~fmpleteness of electronic copies of this pion ~ \fcf-"' > 0 w w 0:: To get to tie Cat/rans web site, go to. http./ lwwwJJotca.ga1 (/) -w > I-ROADSIDE SIGN QUANTITIES w <( 0:: 0 w I-ROADSIDE <( POST SIZE SIGN 0 (N) SIGN PANEL POST ONE SIGN SIZE 89 ci No. CODE .. LENGTH POST REMARKS z X I-□ 89 w w (N) :r: w H (/) mm mm m mm x mm EA S171CAl 600 X 150 '->-1 4.1 1 om >-D11-1 600 X 450 X w m 1-0 0 2 S17(CA) 600 X 150 4. 1 <(W D11-1 600 X X 1 -'z w S-1 450 :::)0 ""' u-u 3 R4-7 450 X 600 4.1 _J(/) w OM1-3 450 X 450 X 1 <(W :r: uo u RLl-7 4 450 X 600 4, 1 OM1-3 450 X 450 X 1 <C 5 S171CAI 600 X 150 4.1 D11-1 600 X 450 X 1 al S17(CA) 600 X oc <C 6 150 4.1 w D11-1 600 X 450 X 1 w I-z RLI .7 450 X ~ -, 7 600 4 .1 ~ t'.) OM1-3 450 X 450 X 1 z ::, w :E S-2 8 r,A .7 450 X 600 4 .1 X 1 I-450 X 450 u OM1-3 w 9 R4-7 4,;n \I e=;r,r, -, --' 4 .1 1 0 -OM1-3 450 X 450 X oc a. C S171CAl 600 X <C 10 150 4.1 X 1 D11-1 600 X 450 11 S171CAl 600 X 150 4.1 1 D11-1 600 X 450 X 12 S17(CA) 600 X 150 4 .1 X 1 D11-1 600 X 450 :z: 13 S171CA; 600 X 150 0 D11-1 600 X 450 4.1 X 1 -r-S-3 <t C 14 S171CAI 600 X 150 r-4.1 1 cc: D11-1 600 X 450 X 0 Cl.. S17/CA) V> 15 600 X 150 :z: z 4.1 X 1 <t D11-1 600 X 450 cc: CJ r- u.. -TOTAL 1 5 0 (/) r-w :z: u.J C ::a;c (N): NOT A PAY ITEM, FOR INFORMATION ONLY cl) r-0 cc: 0 N <t Cl.. ' u.J > 0 0'N ZN ' .. 0 "" I N - A A §, ::: ~ :z: II 11 g cc: 00 0 w w ~ u.. >->- -j >->- N _J 00 <t -' -' c..> Q. Q. 0 w w ~ u.. >-"' . 0 SIGN QUANTITIES <t - C 0 >- u.J C r-~ 0 <t z IQ 5 r-NO SCALE "'0 N V> ~ I ' SQ-1 ,;;M 0 ~N ;, -I ,; ~ 0 ~~ I RELATIVE BORDER SCALE 0 20 40 bO 80 I USERNAME =>t1mort1n I cu 1 2209 I EA OF7421 JS IN MILLIMETERS I I ' I I I DGN FILE -> c0f7421oc001.dgn