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HomeMy WebLinkAboutR_5075_SINDEX OF SHEETS Sheet No I Tifft ~el • . 2 Tyo,ca1 C,oss Sect,0,,s • . 3 Layout end Quan1,ty s~eet • . 4-9 Layout Shet11 • . 10 D•=ai S,te Pion • • 11-20 Stonocrd P1ons . . 21-28 Traff,c S,gn<ll Plans • . 1-6 C10u s«, .,., N IE w IP I STATE OF CALIFORNIA TRANSPORTATION. AGENCY DEP1\R1,MENT OF PUBLIC WORKS DIVISION OF HIGII\VAYS IPLANS IFOR CONST~UCTIOb'.l ON ~if A1rE H:~~~~~JAY In Orange County near Newport Beach on MacArthur Boulevard between 0.1 mile north of Ford Road and 0.2 mile south of Route 55 (Portions) AS BUILT PLANS Contract No _ _QZ_i&'ll1l Dote Completed 1-10-61 Document No. zo 0 oao :ir11 be1111J l'tle d,11,1 pl1ns of I portion of the route for the SUic high, .. y ~dopted by"1he C11tforn11 H,gh••t Comm,n,on January 26, 1940 ond declCJt"d a FREEVlAY by rnolJt1on of the Cthform, H,gh••Y Comm,n,on May 24.1940 SCALE IN rEET 1()()0 0 ,noo 2000 Length of Project= 3.2 miies SCAL[ I~ MILES Q I l11ttl•11J! Rt)Jl( POSf Mil( IOf.ll miler ..... 73 21169 I 28 LOCATION M!.~' .. \t•1 •• ,,, ~ • ,, 0( ... , -,, • '' -~ , ...... ' h .. ~~-':.~\., "-' • , ... ~ ... " ~ I l ~ -.:i?. •"-t-' :,/,_• ').,! ,t,.l:£?=~..,----I ·----J<'" , ... -,, I I r -' -,iovrE TJ ·~ ts so, is s Moy 2 1166 ~~~--c.,.d/?.__ ~ntract No. j07-15910f J .•• 1/Z8 ,.. I a) '·\: ! ,.._ :) ''\ t \j L~ ' 0 1 ........ "::) .... ~ ... \ \) f~ <.,') N " ~ ["-, ' ~ ~ r\ l L,i ,_ ', ~ ."-1 ·h -~ ,\/ k • l L' ! ~-. ',,:<.' ·, \J ~ ', ~-~ ' -..... ,, ;"'\ 't , I , lu"(lhll1,.[0 11' • ,4 1/hWN --------.--------------------------------· --------------------,-------~. ---------11Pl !, , n.ur rrou.u '"oJrCT HO 0 ZO -.:sPHALT C:J.VCl?l T£ ORA-73-PM ZO/i. I Mal' Arthur Blvd. TYPICAL CROSS SECTION OESIGN OES/GNATION A. D. T (GS}=/6. tJOO D=SS % A.O. T. {85J=Z3,000 T= 2 ¾ D.H V. = 2GtJO V= 50 7 CAllF 7 """ 7~ --·----·-· -------1 AS ,BUILT PLANS Contract No . ...5llf&9/:fl Date Completed 1-16-61 Document No.zoaoao:x.r NOT£: I Superelevat,on as d✓recfed by Engineu. l /)1menst0ns are sJJ1?Ject to foler11nce J Asphalt Concrete 5 1,,.11 be Type ·o • 4 A5ye.:;are Subb.,se shill be CMss •4 • C/JN$TNUCTION fJETAILS STRUCTURAL CRO,:,S .SECTION Ll)CJTlfJII SECTION R(l,il)WJ Y ( Wnffh J 5/fi)//UJll? fll'rdtli J MEO/Al-I (W!dtl.J IJESIGH z4· 14' Tn11ulm i;,,n, """' " f/J' ffdlfl ,£,r;j SHEET NO. V#ITS !F LF t.F t.F lF t.F u: --~ I 4()()' .}50 1157$9 I z 3t(l(J' 3//J(), 3 J()IJ' Zlti5' 69(} ' /3tl0' 4 t.55()' J75.J/' 3,:.17· tlf.UJ zsso· ll.$ .JI 5 \ 18/JO' !4GIJ'I ~H.V 2Z(}tJ5l 18110' .uo· ·-~-~-(# 4l'53J!f Z86J!I 5fN!8 ------· ----l I eu· :?313:fl 100 818 TtlTAL 8!17(), 475.118 7(}JJ8J l.:57/Zl tft;56.9c76 435/J 415.31 - QlJANTlTI ES STHVCTURAI. CR(JSS SECTION ITEM l'f PJJIJW.IY ( Wldfli) u· 14' 1(}. ASPHALT CONCRETE S65! 1747 G5Z 33 /(}535 .UlG 5-/3() 4290 2/JI ld75 12' I.J4Z5 4456 6697 lG7l6 , lt:31 1170 19.19 C.JG .!J.fJ 12.3, 3.90 i'J.IZ G.IZ 185 ' .JQ4 I J. 77 1.21 o.o;· l.c/4Ci T()TAL II.ZIC Y 55 IZd IZI f'/11ce 5 Culvert M111kers /04 103 l,U IZ.J /24 1611 160 125 IZl A DETAIL 1 -Na !it:ale Eosf /Jovntlo rg (}f ZIO 282 /28 129 /30 /3/ J.12 A-.4 'ivo Scole" 13UIL I \ M (1) l I ,usf P,.,,,.·t, I ·,e1,;:1 -,r C=s- .... ~-~-~ c',:, -"JC -~•--v-----• ROADWAY Exe .JI/ fmb ZG.J 2$1 481 zaz /.JZ /.33 136 131 138 /.J!i /40 /41 142 I tl.J t 00 RT. 322 230 231 /43 141 145 146 lo c111vert M11rkers C 11,.,,1-t l,,u/ t'~u,.,,. &ct,,,; I • .l' Ell'. :: :JS 11.t• Nr?,-5,:1• li.J { CtlHIIE fJ.4 TJ 4 4 • 4it 'S:> ~ ll: 4, tJ;J()JS ' T. ,l:8.1.!I' L .J.J&; .1.:1' IJl /58 IS!J A /C ,.,<"j,VL .:' £)l?-C.:,/ 0 /"A•"'t.7 //#' ~, ~o • -8 -t:Jl:lll' :Jr,,_ l)n,,,n ;/' f1h,,,,,., r,,,l""J!'" (~·-.. :.:s.--r:.•,.:_ ""'AC ~()Oh",.,,.rl)..,?.41,v PC'R CCO -,"/0. // \ 3()3 303 '\ \ l?tl +?l'. 18 Mi,,:,tr/1,u,-Bird /(l~(J(l tJtJBon Can ,Rd JO:? 221 3CIZ 312 312 3/Z JIZ P/oce 3 Culvert M11rkers i\S 8UIL I :c. l'J'7-/, ~. ' ,(. ,p., ......... .v...,.., £11:!!elllff:ni' lme........, =-------L---._ =:::., =--= =-=:::. iii ~,.,. - ------;,..,,_,,,,,,. }Ji; EI/ST PRWF' TJli/5EC JIZ 312. 173 !13 95 AS BUILT PLANS Contract NO . .Ji!L~..LJ:L--- Oate Complete Document No.~.0 .,.:;,r1t 118 /7t:J 2117 EA.VAROIV bfend G'- G-1 Inlet s,e Gr: /1:J.dtJ' 454 .37Z 2/5 /vfAC ARTHUR BLVD.-- .r 4tJ3 4t:7.J 4&3 417.3 225 .?.?cf .i!ZB 23(1 231 23.2 23.J S 8UI 7 ,-\ S 8 IL I S BUILT Contra ct No. _2..,u£.'ll:f:i.c...__ Date Com Document I -- 7/z8_ I -- -~-u-.« "'= ·-·--·· Alqy,_,,,2,_,1.='9=6=6 ___ _ ~-It~ )( ARTHUR BLVD )( 3Z7 3Z8 !J 10 f'lflCe Z SB ' EQUIPtvfENT CROSSING DETAIL 2 It Nd SCIJ/d II TION B-B SECTION C-C TAIL 1,1 MJ!E: Se,:, Sf,117,:/.:mf Phn r.1r f G-1 /nl.-f Pdt11ls. DETAIL 3 "N() 8c111e 11 \ \ ---------------- I L I EAVAKvJI, ' EXCAVATION BACKFILL BOX CULVERTS T~of Cut/11---------is--....... at Finished Grode NOTE: and d~ SECTION may 1i'O!')' 'lo fit field Condit~ paid for as Class A Concrete ( Minor Slrudure) aid Backfill is included in the price for Closs A Concrete (Minor S!ruc!ure) RECESSES AT CULVERT INLETS All Ditch Exrovotion Payment !or excovo1KJO included in the price EXCAVATION Roodwoy- Embankment Gf'OYf'ld BACKFILL !.-...!1'!... ..J1•!- SECTION A-A 1llALLS EXCAVATION -'If When concrete is paid for os Class A Concrete [Minor Struciu•'!) the cosl of elll::ovolion and oockfillis included in lhe for Closs A Concrete (Minor S!rm::lure). PIPE HEADWALLS EXCAVATION 81\CKFlll Tep ii mil of struc!ure !!lr:avatioo and bock fill is original ground if di::h is not excavated. CULVERT B OF WARPED WING EXCAVATION ~ACKFILL ~ SECTION A-A Backfill SECTION B-B limil of slruc!ure eu::ovolion and boc~lill is is no! excova!ed. for roadway excavation SLOPE ROUNDING SLOPE PROTECTION MONOLITHIC CONCRETE SLOPE PROTECTION Ditch Excavation--; ~~~;:;:,._-:_R DI ER --PRISM -----------------1 ---------------Embankmen1--....... fbcd""°y Grading Pia™! Median Gu lier Excavotion Regardless of s~ of gutter ROADWAY EXCAVATION-DITCH EXCAVATION Ditch E,r.covalioo Roodwoy @> ~ ·;;:: ~ _l I---D ---1-f' SECTION SECT~N ln!'ida Suborode Aroo Oimi~ Subgrode Area its of peymant quoo • • um lion end bot Oi!!!'n'i(!,,l~ ie!. CIR SECTION tnsida Subgroda Area 1.67'= Side limits of poyment 1--1.67~ ·,!, SECTION Outside Subgrode Ania ~IC.Womack ,-.. ~~ JI!.-c..i111:~ .... ~, ex=tion Md 1:x:!ckfill cnd w1'e'!1l'leel!'.l!ll rr10teool. SEMICIRCULAR AS ~UILI LEGEND ~ S!ruclure Exco11olion b4 f=====~J S!ruclure: Backfill fflW Ditch Excavo!ion l§?fsgfl'j Permeable Ma!eriol ITIT!lll I Iii llli Rood way Excovotion m::,~ Rolldwoy Embankment ~ Original Grnund STATE OF CALIFORrJIA TRANSPORTATION AGcNCY DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS LIMITS OF PAYMENT FOR EXCAVATION AN BACKFILL CEL LANEOUS A62-A I -S ll/28 t ) /2 EXCAVATION '----S:?e Nole 2 for shaped bedding option;; BACKFILL lsi,a~~ Bedding 7 ,.. 0 Cl.. _t_ Pipes 42"d:ometer and les'.!i loon 72."diometer wilh 50' or more depth of cover. Pipes 72• diameter and over, with any deplh of cover SHAPED BEDDING IN TRENCH EXCAVATION BACKFILL Embankment See Note 2 --- for sooped bedding options Pipu 42.diamelff and le-"'S then 12·diometer "lilh 50' or more depth of c:a,;er. Pipes 72~diometer end over. ,,,ti'th ooy depth of cover. SHAPED BEDDING IN EMBANKMENT EXGAVATION BACKFILL Original Ground __,,,..-w,777,;,:;>7.;~::;f" or Grading Plane Pipes lec-..s. !hon 42" cliometer. Pipes 42" diameter and 'ess than 72"d,ome!er wilh less them 50' depth of co~r FLAT BEDDING IN TRENCH EXCAVATION BAC:<FILL Pipe-. IH$ lhoo 42. d,omeler Pipes 42" diameter and :~s !!mt'! n· diameter wilh less Ihm 50' depth of c~ Rod'.\ and deodmf!fl FLAT BEDDING IN EMBANKMENT EXCAVATION BACKFILL -.§ ·e :::i :,.. ...I >, 0 0.. ---s:-· ----~ cf ---11' See Nole 2 for st: bedding options EXCAVATION IN TRENCH BACKFILL 1· ! '-----See Nole 2 !'or $hope be~ding options IN EMBANKMENT J. TYPE SPANS y Pipe-Arch 6 !.. l "oid over 0.06 n Veh,culor 12'-6" 4" Under~s q II • STRUCTURAL PLATE PIPE-ARCHES AND VEHICULAR UNDERPASSES EXCAVATION BACKFILL T Original Ground or Grading Ptone'\ '77,7'777T.'l"J!77"T>~,-y7 ·,:;,.,~ A~8Uflf CONTRACT NO r.n-1 5"1 I 04- :?ESIDENT ENGR ME. MAIKSC,N DATE J:AN. It:, l'lt:. 7 EXCAVATION IN TRENCH EXCAVATION ~ ~~"" -13"49" __ _,_~~~~::;._ __ _ ~"••• cm• t~• "'°· ,on Seplember 30, 1965 JC.Womack Overall Width of Arch BACKFILL .E J 1--------------------------------------~=--CIRCULAR PIPES NOTES I. For p'l)'ment quantities exca~otion ond bockf,I! cOf\crele p,p,e, T= minimum -..oll thickness as sho"'" in A.A.S.HO. M!70 for Closs ID P;pe,Woll A. Far C. MP and S.PP T = 0. 00 2. Sncped Bedding Option l -Provide shaped bedding in excova!k>n Option 2-Excovo!e full depth, bock!ill and st.ope bedc1,ng 111 bockl1!1 ma1e,io1 3. Embanilmenl 6"ooove lop of pipe for diameters of 24"and ~ss 30" m,nimurn !or d,arr.ete,s from 27" to 42"incl1JSive. ;,3 D-for diomelers of 45"o,-more 4. Embonilmenl 6"obove top ol pipe-arch for heigM (Hl less than 27" 30"minimum for height (HI from 27"to 57"inclusive ~ H for heights of 60"and over 5. Depth of Baled slraw = 0.02 ,c Iii! dep!h in feet, 2'minimum, but noi greoler !hon 0.60 span Qmil Soled straw when !ill depth 01ter crown ,s less I hon 1.4 1t Span+ 12'. 6. Corrugoled metal pipe-arches and slruc!urol plate pedestrian undeq:xisses to be placed in Ila! bedding, po~ limit is lo the flow line of the pipe. 7. Oiogrom!S for circular pipes,above,dono! apply lo overside drains. cf IN TRENCH EXCAVATION BACKFILL IN EMBANKMENT STRUCTURAL PLATE ARCHES IN EMBANKMENT R.C. ARCH CULVERTS DETA!L'B' LEGEND DETAIL 'A' ~ Structure Excovclk.n Structure 8ocl<.fill !Jlllllll\llllll Roadway Exca11alioo ~ Roodwoy Embankment f filf¼,~ Baled Slrow Backfill ~ Original Ground AS BU PLANS Contract N ° l • - Date Com ted 1-14-6.Z_ STATE OF CALIFORNIA TRANSPORTATION AGENCY O[PARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS Document .Zoooo0i3'.ll LIMITS OF PAYMENT FOR c=.:..:...:..:._-4------i=~AVAT I ON AND BACKFILL - CULVERT, PIPE and ARCH A62-C 5-5 TWO TYPE B >1> R/W AND ACCESS •-·--•---------~dl'l!ll!l8••· l<lllllll'lll!II --------·-------·--------------.,,:7t; •••••• ------. -· ----·----·-· -• -·-·· • --------·'·------------------------------ TO?VIEW .... ~Mor~~ M0<k'llt1~ ~litd ;J 1· Chemie,-....__,,_ ·..-,:., nut, I· p!Cli1> end I· lock~l)Clfboll' TIMBER METAL UILI CONTRACT NO. r:l7-1,;,'J,09- l;ESIDENT ENGR MS.MA/;,;;s;,N _tf',9t1, /41 1967 C-OIOE MARKER AT DIKE .,._...c,.,,c,._,.. .......... ~ .s;t9+-S ~-:Z::S • ·~c....E,_...,_ I[ -POST-SID€ VEW BRIDGE RAIL MILEPOST MARKER REFLECTOR MARKERS SNOW POLE B DELINEATION OF ROAD INTERSECTIONS r E'.l·Ui~ ll~ f1fJ1 TV?£ td,N o, Q l ___ _, TIMBER METAL ... cf . IS OEl.fNEATION OF TRAFFIC ISLANDS !he E~••· LiLlU ~,~m --J-~ CLEARA MA KERS ..,, C 'o I= c~r FRONT ~ vRUR POST MARKERS ,ri;;;;;=-=-=-;-::.....12=·-----..::· 1~~ {All •~ p6<,ttn fl:l<' ~I\KfO<'S tc. b<I' ~ ..,fl! 3· di<:! .. hol1111) f\loJfE: A~ 11!..:ilir,g 11:> !"II~ on w,,,m ~ naf immediclie!y . 0 .• N SUTE Of CALIFORMA .,_ OMSION Of H IGl:r.'till'S -s.,..,.,uR=-v=Ev° Al2288±-,-- ~ 84.96 POC -~ -----0 0 i ·.:.~ "3' SURVEY MONUMENT MARKER ad I«~ IQ 1h41 ,_;,,i;,,.. ~ ,._, W!lill!- l • i 0 I st l Mlo!'!I [-4 "' ... "" o:> .. ls. b ............... .. •~ NI i _1.,.1,.. --.! , l'F!OHT R'!:AR FRO!-ai TIM8ER ~TAL CULVERT MARKERS To~ ,..li<K;ier<!'OO -~f<H or ml ~ (:;' CYIW<I ltd ·' "' Sl' SI' "' ·' i 1· , Sl' m .. '1 ~ RellKIOf$ !o ll<lt C!!nltif m"""1&d. I 11 Cul-! Mork@i-$'1:>b<a cooed Ty~11iA•CM. Type E-CM Etc I -- . 0 . "" I ~ "o ult ~• \ill N __ _j_ Bridge Roil Morkers lo be coded Ty~ E-B~M, l7p11 G-Br. M. Elc. S..r,er Mcn.,menl Ma,1<11,s IO b& CO<llld Type SM. M Mil~ ~ lo bl/I cotl@d Ttl)ll M-M.Y o, M·C.MM E:lc Typ11 N -M.M, Type Q-M.M E:lc ~ , ~ ~ ~ ----~---J .t__U Fl'IONf REAR FRONT FIE:AR TIMBER METAL GUIDE MARKERS """•""''~"'-llgf!K~ c;e,,,t.,._aly Oft •,gilt ci It!,~!!~ WC>'!~ of QJ0'1'ft. 26 4 •~ lll'l ~ilt!f ~ e:'ld ~ ~ Of> c:,,nq11 C3 <ll~~ bf 11',t [~. -TJl)<I ,- GUIDE MARKERS ~ l¼'!'f41o,,, ~flft '°'11 ""' ,lgllt cf ~ crd ~"""' ~ ,ll'ld ~ -_,_ al n 11<'1 ll!Jf1l<1t> of rllffl!I ~ <It ~ ~ @a do<KI~ ~ Ille [~. -T~ G Plole REFLECTORS Type Height COLOR FRONT BACK . A 2·-0· None fJont E 2·-0· Cleo, 1-lt1 1-3'1 ... • F ;t-o .. Crear 1-31 None G 2·-o· '1'1: !iow 2-3 11. Nooe I 2·-0· Yello., 2-3'1,· 1-3\t .• Horizontal Rell@c!or Markus WGIR K 2·-0" 'l'e!lo,. 3-31/,.-NOiie Cl11arnnc11 Markers 2•-0· I Yellow 3-3 'l.e . Non@ l Milt!,,,, Mor hrs -Culver! Milepm! Mari<e" M 2·-0· None None Ill 2·-0· Cleo, 1-31/,i None Q 2·· 0" Clear 1-3\',." I -31/.;'., ~ioi-~ oao·,~, !WS! T6 AU..O'i'i I h<:!kl ~ d,o ~• 2 ~ ~ <!la.·~¢:: =1 -5) ~ REFLECTOR BRACKET DELINEATION OF RAMPS MONUMENTS AND MARKERS I A74-1 I ~i ""'1$ -.... ~ ,,..,. ~ l,ll@C!NI 0/'> o,,t1'<!,t ft~~ ~'1 lloifll DOUBLE METAL BEAM BARRI TABLE A 2l 1 24 , 11•,9•545 d'·:t"!.., ---Va• ___ .,.. 211 and r:Jll!/ll 10 OF !llla<:11 ·,_ SINGLE 1 ·-; "' . , ~EP . . ~ '" I ti " Oep1n "°''"' oo"eNI i:,,~ P•e<t o,e iocottd on COf"!l,in1.>0v1 foot,"911 METAL BEA BARRIER t BASE PLATE PLAN POST DE DOUBLE METAL BE AM BAR METAL BEAM BARRIER OBSTRUCTION DEFLECTOR PLAN AT BRIDGE PIERS OR MEDIAN OBSTRUCTIONS fE ,2r--1 +4¼1.tr- ;i Poe.I B,o" S:ar RAil SPLICE l:>ull:,n h«Jld °"'111 ~ boll• •ih To!ot• IS 1"11' ll!l'lil» <:nd 4 l,l<!I<' ,,,~1 _,.,,, R GENERAL NOTES: I. c.,.t ,0011,tri are rtQui~ at all bolt ln1111111e1tion11. DETAIL B (~ anly..,..,.. Mt~I BRIDGE w1tll!l 9'1\fU f'lllilll,. t"-l•t.O"d ~• To101 I! P'it' lXI:&' TERMINAL SECTION METAL SECTION THAU RAIL NT ASts ill CCNTRACT NO. QZ-Ui:.91 Oi: ;:i::S:DENT ENGR E/4,E. MA/KscHJ )AfF ____ .llAf'l. H,~ i,~7 2-s~ .. ci-~ou • =a "boc:lit ffl me--, ~~- REFLECTOR ASSEMBLY D GUARD RAILING s·.s· Roygi, • 5•..11,•t] 0 F. Pini ____ _._ ~[-WAY ltOADWAY Pod $1,X1Cinf1 6~:s·c f,:,C METAL BEAM GUARD RAILING ~ STATE OF CALIFORNIA TRANSPORTATION AGUICT DEPA~NT OF PVal.t<: ~l(S DIVISION OF HIGHWAY'S - METAL BEAM GUARD RAILING AND METAL BEAM BARRIER A 77-A Provide two to1t1, per c~gle s",24" Tnrgel Plot•• oocl< lo back and Posl ol both ends cl ,emovob;e I lotte...,11oge!Me, with two"'. •ts or boils IX!,,., Adjust b,;,lts for tl'IUg PO"ltl lop ON! !x>l!om diOQO!'IOlly ~, I,! Set ~!Oil D\ removot>le pone! -S1e Oeto,I E lei!er 'lire Ten'£i0t\ W,rr; 1,e-----E.•;>anded Mesh Panel 11>$toil -lll!!t @llll¢""•'.'.! ~ ,it opprou,,01ely '"'"'""'' Vary s.x,c,",I 1<> ~f'Ow,C«-0 Ul!~vc~-.f' ~t ot ~e<:rt stn..icfk'lfflt cro;;::,._'t•rt.~ -'--·-,,,,.,..,,+-_;,.-h"r'-· ON< h,gl'1"'°7 s",s", !",-,r· Rcu,;;h O F Po51 RE T AN 6.1 For <11,e deloils see Standard Pion A-73 LINE S 6'<f' C to C Ground L•ne or Su,!oc,ng I I I I .._ ___ L_...J See Detail B SECTION A-A HEADLIGHT GLARE SCREEN Min I FLARE FOR L WIDTH SHOULDERS ON BRI E For parabolic flare see-Standard Pfa•11\7":'- A ----➔ l'\,r,,ct, Slol a, r~•N to ::IC( Clffl mQ(! 0 I fl -------· B DETAIL D ELEVATION HEADLIGHT RE SCREEN Mesh jo1iits st"uJ .. occur at angle iron sup,;,orti ond shat! overtop JI le Ml 2 diamonds DETAIL E U Boil,Nv! one! / Wost,,,, 7.., ,"' ,.IF=l--....1. DETAIL C APPROVAi. RECOMME!IIDEO Eyoboll (Welded eye l for tens}OO wire Termirv1f or Return Stt!icn ,-\ S 8 U IL I STATE CF CALIFOR~:IA TRANSPORTATIO"l ..\GEIIICY DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS METAL BEAM GUARD RAILING AND METAL BEAM BARRIER A 77-8 i ANO POST INSTALLATION 'i'f'tff ~sh Qf1d Borl:Ntd W111 !l<lmll CiS to, ..,o,od i:,o11te POST ASSEMBLY 'AIW PULL POST ASSEMBLY at :,OO'mru,,m,,m in!t,vc,fs I METAL POST INSTALLATION HIGHWAY- Broce 10 b<! ,e,.,oved after all o!h@r !el"ICt eC"strvc!io~ it completed unless ai~e,,.ise directed by !he E~ginaer. fype CL-4 fabr•c T)"!l'4r CL-6" fab<i<: CHAIN FENCE FSEEWAV OR PROPEfflY ,, END,OORNERAI-0 116:lifi,;,',ol ~ pc,:st and ti@ nt!IY'~ ~ 111,,tooc:tta nut bro:;111111 pat.f 111 CM!" 200' Bl/ii• 5 !""fl! cf b«ood -• WM " W,,11 ~ ~ 3 I"'" of borbild - FREEWAY FENCE - L[ . I I ~ END,CORNER Ty;,,t SW" 51,~i of b<itboo """' Typ,i W"4 • W,rfl mnll i:rd 3hr,a of ix,~ Wll"llt PROPE NCE r~ew~ ---------12·------,j,,j (Far BW, ~ Cll>d !i'"' cw ~ ~) WOOD POST INSTALLATION -"Q 1·2 ·~ . ~ ,,,,. '"" ,, , i'\",<11' . .. ., . ~ TyPE aw ,r,o,,,m I 12' max. 1-i, Type WM o, 14',.,o• for . Type BW on S!etl or Wood Posts I .... LINE POSTS WOOD POST INSTALLATION <'It~·-,,,_ ill~ (Ft,r ~ aw c:rd 11':MJ STATE OF CALIFORNIA TRANSPORTATION AGENCY DEPARTMEf\t'T OF PUBLIC WORKS DIVISION OF HIGHWAYS STANDARD FENCES A 78-1 SECTION &ttoms not reinfu<ced s 7 •c•,.,m 1//Jfy will'! diflerl!flt grotn,c,.,rb lr~1, oo• ,.idlh and .. 011 lhickn11u . .. 406" "1'.,' "4 Tota!• 2 Molek e T pe D m<t 1lop;1 as gutte:,- SECTION 0-0 SECTION C E curb only s· 2·-0· r: SECTION F-F TYPE G6 Some slo!;,t, as gutltf''\ Motch CUf'O t:\'fl'!' Typ,t 92 cu,!) shown i1 ~ E -C:, ___ J </l' JOINT DETAIL TYPICAL SECTION ( INLETS PRECAST IN SECTIONS I H 't, s·-o·eo-1eu s· a•-1· ,~ 20·-o· a· ...,._, ✓v(,!$!.L~ f /1J1h'-fk,/ GENERAL NOTES l. "K"is the d1fler1111« i11 elewtloo oot,,ecn 1h41 oul1411 pipe flo,r, i,n.11 mm:I !ht noffl"IO! q,,1'!11r gfodt I~~ !lfld11p,11~ ol thf< cub foee. 2. For"t"wll thickness,HCI Tal:!111 • 3. Reon1orc,n11 s!ffl in walls shcll 1>11 "4 lxn ~10• ~.~ ll!i ciror to~ of be,: Uf'I!= ott,er.,.mr 4. Stwps -llloM r,tqu!red ~ ·' H"is IIIIU. Install Cll!4t •~ !S"s 000111t floor omen "H"is mom !haft J'·!i"!lfld Ins !hon s•-o: ~ 0 H"!$ """11 lhc!n 5•-0· lttps shall be_,,, ~id@l2:tllllet"WQ!t ffllffl l6ioba<11 floor lo ,.;thin !Z'iof tlm llll) :if 1h11 bcl<. Pia~ sllll)S in woll ,.,lh<:l,ft p!p,i, openings. S D,rtoils ~~to lx:111 m1fol 01'11! concre~ i:,ii,t. 6 -~lt)COl'I M pl~ ...:Ill. 1. c..,,t,, M-etkffl ~I 11dJ~t c.,rb. 8. 8lnln fli!Cl'5 11holi h!MI -d trewl fin~l'I c;n,:I II mlf>imum 111«>e of £2: 3 fmm @II dndiooll tllwlln:I ootlat ~- g Go11--.zir1G -Site s~,c1 Sooeifi:otiOl'lt ,::,,r Pir~. ,O. r__,,tt_,...,. crl"rffl::!nf ol!tlff'!lliYCt is Cont,oc;!,;r. e 11 Sat Wd oo ttict grolo oon ~ 1X111>ll111 10 dirtetien of priflcip,i;I tloo, 12. Se::t"S:ror>dol'd Grc111 Detoi11•on-b Grof111 oA:I Frl!fflCI ~ts c,,c1 W11,;;Mt d ~!-. Iron Cil'ld Sfffl. STEP DETAIL ALTERNATIVE REINFORCED BOTTOM ALTERNATIVE HALF ROUND BOTTOM STATE OF CALIFORNIA HiGHV,AV TRANSPORTATlON AGENCY DEPARTMENT OF PU6UC WORKS O!V!SlON OF HlGHWA'!S STANDARD STORM DRAIN INLETS D73-5 I J TYPE 18-9 Clear $poeing Use .,;111,n tll«I roodb!'d Ol'I ll~Cl)'l& \Oh«N! b,c~~ and ~eslrn:.i~ ore uc!ud«I. -c,, I« IU'Cll COl:1Ql,o,-Y5 SECTION C-C 24" Grnte .. :t-1 'lz" I 'is· Grall! • 1•-7~-' I TYPE24·16 ·C14!<1, ':i!)(I(!~ ~ .,,1i..n 1~ rood~ Ul'cit'r u,tw::,n tor,d•t-~ ll«:yciH Ofld l)t.i.,,s!rn:l•"II orl! pe,m,tltd TY?E 24-9 i·c111m 51)<10119 lh.lt ... 1'll<n ~ rood~ I.IM'" IOCOl>01'$ en 11,gh~ .. ~ on mt "1Xld~ ~ e,,d ~ 01'1 ollt)'l)ff of 0'1t t•~ -00' fo, "'~ ru,ol ~,t,_ DETAILS 18" Grcttt .. -'-"-- 3~s,,;bcn r~ Onl~t't>'Type 2'H8 3-3• ~ ,n ~ Ploait an rood..ay side o, l':iql'I siOO ol <;jttlfl! ~"'"9· LONGITUDINAL SECTION ( Thru Fram@ ond Grolit) RECTANGULAR FRAME DETAILS INLET TYPE COVER TYPE Wc'.1GHT 05 PLATE 184 OL-7 PLAT• 2!0 OL-IO PLATE 236 TYPE NO. CLEAR BAR l( BARS SPAr'.IN/;. OL-14 PLATE 265 OL-21 PLATE 321 1"4-9 9 11/e 1•,.;; OCP PLATE 109 24-9 9 2· I 9/;, 24-12 12 13/a I y'4" 24-1!1 18 3li 151,~' OCPI PLATE !22 OCPI REDWOOD I :S OMP PLATE 100 36R 13 2· 21'.; OMPI PLATE 193 GRATE BAR SPACING ' ;,, 5ff C ALTERNATIVE CAST OR STEEL INLET TYPE GRAT£ tn:•e: \11/EIGHT '·.;:.,;:-;f.. GOO 24-12 642 24-ie 181 6 12 "0L.·1 24-12 380 24• 18 477 16 GOL·IO 24-12 406 22 24-i8 503 :n GI.G2 G 3 G4 (24"1 24-9 270 24-12 321 24 -18 418 G411!:l"IG5G6 IB-9 251 GT·! 18-9 555 GT-2 18-9 573 GT-3 24-12 693 24-18 842 -·--GT-4 24-12 712 24-18 860 G~P.GCP 36R 224 GMPI GCPI 36R 224 End Finish TYPE 36R SECTION A-A .t"'l'fUtc:CT AUi WT 5 5 12 12 16 16 - BASIS FOR MISC.IRON 8 STEEL FINAL PAY WEIGHTS FOR STORM DRAIN INLETS DETAIL A DETAIL B DETAILS ;.., ALTERNATIVE WELDED GRATE CAST C~ATE STEEL GRATE TYPE 36R CAST ENO BLOCK ALTERNATIVE CAST NODULAR OR CAST END BLOCK GRATE GENERAL NOTES I Gnm ~ ...,rn~ ref~ 10 Md tl'I of grate in ini:l'>ff 011d ~ of oo,s_ r~~ 2. Coo!ra<:l0d1os lh~n.,1Jhon ol U$lt\',I cast ood\Jlc,r iron,ccst s!ttl,....idtd,boHec! or cost e<1d block ,;irole 3. G<'o!l>!l and in:mH rr,ay btl <;!CIWfllll!d (;;tt ~II dipped SN< S!~d SpeolieCIKl<lt, or ~ ~-- 4 ~ lop af bars optiMal oo all g,otn. 5 Pi,:>e dr1:11:11nl<et1 ,..Iha grr1te UICI! bl1! plcl<:ll'd so th:rt l>t:IT$ r:,orollffl G"11!d,cn of prioo~ -race flow. 6 Full Pfflt~ butt Mid$ ma, w, llubs!iMtd b' tM fillet •Im. °" on am:llcr11 . ., s~ ~~.l'!lUtld cre(lllM'.!wrt ~ ~ may M ~l'l.l'!e fer 1M rq,t 11r,(J!,a hool1111 oo '""' ancl>of'7; ~ on tM plan. BOLTED ENO BLOCK w-~ !¼)oi~o,,~ :c. I.,_ SH Chert BOLTING DETAIL BAR SPACER ~or¾" ALTERNATIVE SPACER BOLTED GRATE STATE Of CALIFORNIA TRANSPORTATION AGENCY DEPARTMENT CF PUBLIC WORKS QIVISION OF H:GHWAYS STANDARD ~ I ,c; .. t"'>•· .... GRATE DETAILS D77-7 end mo011 wali11ft19M ,.,:,, 0~11,c fll'lt -~-~---........,.i ~-..;,..~:::::;:::_~ __ 01_r_a_i1_P_iP1t_,_.; ~ ----F----J' PLAN T!lll411' joi,,111 rrqb41 .,@ldl!d °' nwllfd 9'.ilk~ end flll!ff m b,r ga.',onlffd corrug11!ed m,tlgl of !hill -~ ell !!'Ill outltt ll•!lll Dil'!>ffl~ IQ ~ !Ill fl!Woh!d ~lo>II !er A1t,m,<1h-A~ 8 mlded end modi! W11~rl1ljl"II w,!'tl o~i:,holllc pie.silt cemen'. $moot~ goi. t>.,!k.heod w,P., '""''i,,c.ng beo,:f!, ti 14,IO !,!1'>00lh gojv IOI)(!< w,11'1 re,n!()<c,ng b•<><h -.----.,,..----·---~--,--1 "' a ENO VIEW w Colla"' 2" p,pe Onll a !a;> le, i ", 1 llOlf ENTRANCE TAPER ALTERNATIVE B C-M.F! Oimensioos as lobulole,:! llelow· P 10· 15• 18" 21· 21· o e· 12· 15• 1a· 24• or anchor <aHmbly whl!n s pecilied. {2) Slip join! lg 1)111 omilled 1'ft!ln com pleltly b<Jli.ed r -i, I 1"[Q} t' 1),,1 hQI<, 11 •• p,pe ,toke 6' 10'!\I eoch s'6e ot flume, F101ten or !'-;i'nl f CAST STEEL COVER WELDED STEEL COVER ENTRANCE lll.OER MO PIPE OOWNDRAIN RISER Cairvu,-,Nl m,t!t!I pipo ,;_. end r;,e,foro!~ ...,.!di pil)Ct undc-n!r0itl mo.on_ u. ty~ ol M"' ~l~,::t 45" RISER ANCHOR ASSEMBLY ➔4-I __...._--~t I ----nd C-0,.;pltlf • ~-41;--. --41; -12"o, 24"Fkind ~" ---12" _ Materiel to be !t• plate PLAT£ DETAIL Golvoniz~ o!!er !ob<icol>on • L~~glr. al bond ce<.,pe . .,~~ti p.o,,:;'.'e1 lo !ti@ untwrl,ne ol 111e p,pe A Pipe Siok ( Sff Nole ANCHOR ALTERNATIVE B C. I. DRIVE PU.JG C I_ OR1VE POINT C,imp pipe to 11,:111en lop one! boll om PIPE STAKE ASSEMBLY DETAILS TYPE 2 A I 4-- 1 ,.,., t :?' ----NOTES .s, x_ I-For payment purposes on Anchor Assembly ·..., l'i. shell include two Pipe Stakes 2-AII Pipe Stokes ancl Horawore to be of!er fobr1cot1on PLAI\I 3-Ei!her Allerna!ive A or Alternative B Anchor Assemblies and Type I or 2 P,pe Slakes may be used o! contractors opt ion .I Om,t t\ocho< Antml:-!y 1111t'ht-re-fill he1gh1 < 5• 0:,wndro,n l!urne 16 90\l't corruQ<lle-d m<!l,:il 1o' se<;l><)(!J Sloflec! no1es lor r qolv boll 48" 1•-e -18" ,-L.;-.:::.=..,,. ~ A.SS[MBU s«TION II-IJ A t &CTIQ!\I IM! &CTION C·G AS?HALT CONCRETE SPILLWAY <o be u$-«I °'' fill slopes llatler !hon 21 Use min, 10· l•noth ol gu1!"1' on bolh s,<les ,n a soq local,cn !I • fl 11®> Go!v. U 8 in 1·s1ot™1 hl:l!el TAPERED INLET S !::5Ulll GEM::RAI.. NOTE F« all Qalvon,x,ng SN Si;:«ificofrons. STATF'. OF CALIFORNIA TRANSPORTATION AGENCY DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS UNDERDRAINS AND OVERSIDE DRAINS s D87-A - FRONT ELEV. SINGLE HEADWALL FRONT ELEV. DOUBLE HEADWALL SECTION, SINGLE a OOUEILE HEADWALLS 0 in 12 15 18 21 24 21 30 33 36 39 42 4~ 48 51 54 STRAIGHT HEADWALLS Omil rocr,ding !or piptt Jes then 48" diamem FRONr ELEV-~ HEADWALL SECTION HEADWALL LENGTH OF w H 3' -4" 4' -10· 6'-4• 7'-IO" 9' -4" S1ee1 Cone Sli,el Cooe Steel Cone Steel Cone Steef r---........ 1\,. O~ir1 ft-in lbs Cu Yd, loo u;Yd5 lbs Cu YJ>s lbs CuYds Lbs Cu.Yd$ 2·8 2·6 50 79 60 .98 2-11 3-0 55 .91 65 Ill 3·2 ?,-6 65 104 15 L25 3-5 3-9 15 1.15 90 L35 3·8 4-3 85 1.29 100 1.51 110 1.7.C, 3-11 4·9 so 144 105 1.67 II 5 1.91 4·2 5-0 95 1.55 110 I.SO 120 2.05 135 2.29 4-5 ~-6 105 1.11 !20 1.97 135 2.23 150 2.48 4·8 6-0 llO 1138 125 2.15 140 2.41 155 2.68 170 2.95 4·11 6-3 150 2 28 170 2 56 185 2Jl4 200 3.12 5-2 6-9 155 2.42 175 2.76 190 305 210 334 5-5 7-3 180 2.97 200 3.27 215 3.57 5·8 7•6 190 3.13 216 3.44 230 3.75 5-11 8-0 220 367 235 3.99 6-2 8-6 235 3.91 250 424 HEADWALLS CIRCLE PIPE CULVERT HEADWALLS NOTE• Co,,,J:!<f/11~ ~ end llillll !Cl bill -a~ r.m1,.,.. e, slruf1&. TomlX:r le, crul11 cn<I s.i.15 lllldl ~ 0~ ,-c:,,-tldl,.,., ~~ STRUT DETA Sf'II.Ol'IIG IN FEET OF TIMBER STIUJTS l'cm CORRIJGATa:l 1.lETAI. ANO STRUCTURAL Pt.ATE PIP£ PIPE STRUT HEIGHT Cl" Fill. IN l"EET D!A SIZE 0-20 30 40 50 &) 70 00 JOO• 4•,.4• 5.0 3.5 48" 4•6 6.0 5.0 40 3.5 ::to 6•6 6.0 5.0 4.5 6•8 4•4 6.0 4.0 3.0 60 4•6 6.0 4.5 35 3.0 6•6 55 4.5 40 3.5 3.0 6•8 5.5 4.5 4.0 4•4 5.0 3.0 12 4•6 6.0 50 3.5 3.0 6•6 60 4.5 40 3.5 3.0 3.0 6•8 5.0 4.5 4.0 3.5 6•6 6.0 6.0 50 4.0 35 3.0 84 6•8 5.0 4.5 4.0 3.5 3.0 Eh9 4.5 3.5 6•6 6.0 5.5 4.5 3.5 3.0 96 6>1:1 5.5 4.5 4.0 3.5 3.0 8x8 45 4.0 3.0 6x6 6.0 50 3.5 3.0 108 6•8 6.0 5.0 4.0 3.5 3.0 8,8 4.5 4.0 35 3.0 6,6 6.0 4.0 3.0 120 6x8 6.0 55 40 35 3.0 8x8 50 4.0 3.5 3.0 3.0 6•6 5.0 3.5 132 6x8 60 45 3.5 3.0 8x8 55 4.5 4.0 3.5 3.0 6,6 4.5 3.0 144 6 d! 5.5 4.0 3.0 B•B 5.0 4.0 3.5 3.0 3.0 156 6•8 45 3.0 8•8 6.0 4.5 3.5 30 30 3.0 . 6d! 3.5 168 B,8 6.0 5.0 4.0 3.0 3.0 3.0 180 s. a. 3.0 a.a 6.0 45 3 .. 5 3 0 3.0 30 Thru 81!3 5.0 30 3.0 30 30 252 lO xlO 8.0 4.5 4.!> 45 4.5 H SECTION A-A CM.P- ARCH H SIZE -13•,1,·· 2'-7" 22",13• 2'-9'' 25"•16" 3'-0" 29",ia· 3t-2~ 35•,22· 3'-15" 43"• 27" 3' -11" 50"x3i" 4'-3" sa",;;s• 4'-a't 65°•40" 51-0" 72"'x.4411 5t-4)l ~ -:!. . ,;:; •m .~_t--=-...:;:-.,....-~ • L-------~ FRONT ELEV.DOUBLE HEADWALL SINGLE STRAIGHT HEADWALLS DOUBLE Sleel Cooc. lbs. Cu. Yd!! 52 .91 56 1.04 82 1.56 113 1.96 140 2.49 205 3.7'5 FRONT ELEV HEADWALL SECTION LENGTH OF w ~ R~ SECTION, SINGLE 8. DOUBLE HEADWALLS HEADWALL NOTES• I. No deduclioo moo11t In Ql!Clnlil!Q i'm-!hidm::u of pipe ..:ills 2.AJ!rllinlovclng :ll!HI "4borll. AH ~iallatd horizoolal lie bi:1!'$ l8"mo•im<.1m ~. • 3. LenQll'I ol lll<lll b4i ll'Oried lo eondilbls elle®ll~@d in IM fitl<l,and swolgfll lint inl!Rfl)(l!ol,on ma-, bl! u~ 10 cokulotl! ~!iii;!$. fLT PLANS l/2 3' -"'. 4'-IO" 6'-4• 7'-10· 9' -4" i\Sfi ILi Steel Co,,c Steel Cone. Steel Co,,e S!~I Cone Steel (:ooc, lbs Cu.Yds lbs CuY~ lb$ Cu. Yds lbs CuYds lbs. CuYds 2•--9• 50 064 60 103 70 1.21 80 139 90 1.57 3'-3" 60 .96 65 1.14 75 1.33 85 1.52 95 l.71 3'-9'' 60 I03 70 1.28 80 l.48 95 1.68 105 188 4~ .. 3" 70 121 80 1.42 90 1.62 100 183 110 204 5'-3" 95 1.46 110 169 120 191 135 2.13 150 235 6'-3" 110 1.76 125 200 135 2.24 150 2.47 165 2.75 7' .. 311 125 2.05 140 2.30 150 2.56 155 2.81 180 3.06 ~ ff-6't 140 2.45 155 2.72 170 2.99 165 3.26 )'00 3.52 9'-6" 180 2 '/8 195 307 210 3.35 230 363 2"5 3.91 10'-6" 195 3.13 210 3.43 230 3.72 245 4.02 265 4.32 STATE OF CALIFORNIA TRANSPORTATION AGENCY DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS "L" HEADWALLS PIPE HEADWALLS ~ r ,!"l C"' .... CORRUGATED METAL PIPE-ARCH CULVERT HEADWALLS AND STRUT DETAILS D89-1 ,..,,,.. ZD/28 Corrected 5·12·65 I Al ,;t:tW va - EP --------------------------____ l,,C.. --x------1 X J' "'10 $~/ C'd¥'nll'7d,t'? I' ,. I' ,. Lvr.rr;IY41'✓/"'W ,Z. L TOTAL .5 ~ , , POI-£ .SCHEDULE .SrANIZ4JeP TRAFFIC ,YO, 0$5 c:Rh•7:ION ,9,tjl,MA .t.4-'HAI« ' I-A -/0' -- 1. l"-4 • 7' -- J LlI•Jo· ft!' /',!!:' ., E·A· /'O' -- s OZ• JO' 111 I',!!: • \- ------t------ 1 '{ _ __,.{"-',(5"'4 .,t:.P_,, • ,_,,._s,.J 'C /.ll/,$<),"J!f ,p.,...,..., l I 4 I NOTE:THIS PLAN ACCURATE FOR SIGNALS a LIGHTING ONLY. £MPVh :tlli111i£.t S:''"" ii ........... -'Ai:-"':tr."''J'-='-'-~-=>=------- 0 • (;!.l11Pt.lf!AW4 c.e- :::::-::-:=-====::.====-=--= --·------- I Fi,., <fl,-,, ,-,,,J ~ ..,,.., ~_.-.,,, ,::;,.,,,4,,,,,,1,,, No, ..... z ~--..,,f &~ _ __,,.,,, _,,,, __ -JI'~ -,-,.r ..... .!J-~··"Y.t11#V' &41'4~~_,....,,,u,1.<1r,q; ~..e,,,,/,/~.;ii1t .. l4-;.)11f!i;•~~l~~h~flJf.llNI·~ S!GNAl ----.,",,,"'-"'.:;':."',~"~/4:...:•1;, ::::'";~;:~:;::;::;::::;;;=_---"'""'•-"'"""'--;- S 8 IL I TRAFF SIGNAL MACAJ;?rHVR @. UNIVERS/TY PLAN BLV.O, ~~-===..r:~==s...== ..... ==~'9 o ~ ~ ~ ro ~ ,,_ TYPE t l'IOl/l'I: • t Plnitiort cf nntiC'I// tquipml//flf ft, t;q dt:ferminl//d serving ut1ltfy. SN!nl/:ll' rlsrr $half br fu,•ni,ihe'lf frru: tor ,:u,d shall bl! gtafl// c,,,,nl//(/ conrract,:;r. Sww;,::e 1-tl//d .,,,11 a St!'f'Vil:fl fll//admll shall bl! sea!M vmH, en apprt'Jlfll'd tty !l,H'lnllf utility 1// fe, tlfttf!nf 11111! rnfre,ncl/! of 1/Ae!H se<:kf!f /!:Jo1t .,,th /f'if!'lrr mc,;,<JCI 1::·ircvit closing dwic.e or 'SPOC:e for fl//!lt b/l);Cik 0$ $P«if•M ELECTRICAL TELEPHONE SERVICE DETAI G TYPE A .. I I Ccttdm'f '<_" • -· clamp end r11NJulfed f,ttings bl! OCCf!U1bll! CMduif mus/ ta ground elu rrodt< ta (Jround wit"//!' .from m,;c/'Jcnrccl 1nj1.1ry Ground f!/ectror:!e SERVICE GROUNDING 1110 SCALE J;/'. ,, '{: ' ,, TYPE B Noter: When act,r pipe t's wt#d f'or grourtd. ,,,,re sltofl Ce< ettelo1,d tff gt:Jl'##Jf'Ji?,d ngid fCM!v,f, or ,qu111olt1H mtc!tanfee,I proftcf1a1t Rod or pipe ekr:trode:t sr a!J IU! driven lo o of at least fJ ff btlo• surrourrd,ng ( /JU wh#rl' 11rvit>fl u1ilifJtrtfquiru ttJ" btflfllHlt •lecfrodtf "'"' poll!.) ins:allohm 1hp1111n lg for 1Jief1Jrr,o/h a, porred orrlJs.. Omil r:Mcrrt, /Jas and fot:t:I• {ff(Nlt'frl c!t:1mp und fittl11f18 11bovf' groMnd in YlfJUJ'lffld #f«-f!S. suif 1t11e1"""'" co. or pc!IITIU CO. lf/'h!lfi eonn,m,11M tult>.r,flone '"-il------....1c.::.i• 1"1:11 ti,-M/2• ( llt/ndinf n11ln111 !1111:II bl! :J6. T11l11pllOl'l'1 '11' flO!IT(II' f:(P'fl/XlflJf m@nhol#. STATE OF CALIFORNIA OEl'AIUlo!ENT OF PUBLIC WOl'!KS OIVISIOt4 OF HIGHWAYS STANDARD DETAILS NO. I TRAFFIC SIGNAL ANO HIGHWAY LIGHTING INSTALLATIONS ES-1 .. 2 TYPE R fchmlrt f,t;rgp/qn,. NOTES: I ~.:J. ~m',..;,'',~,:t ,.,,,,.,,,._ Z. l'aJ.whl JE.f'H:ll.7b!l•-.,1m1'/ffd l::tf';'J~.s:.4:rl.- ,s: ~'/JJl",::,'!;/;::,.f J;!,,':J,n-d.'rll 4 ~>tl:l"it/~~'1,jll:,\g'/4;;~:;;~!~~/'ll,r 5. co~.JN 11J/1411fb08 llfl:tllf" PEDESTAL AND FOmiDAilON TYPE G AND PRE-TIUED CONTROLLER GENERIU. tNSTAl.l.ATION NOTES-All. CASIN£7S l All r:fl/JIMf d_,,,I_ lltT !t(llfltfll:II 2 FtmtU!t:1fl"4fl!i ihl:U H «aw fl:/ /1#'()/lfll#;/ 2to"' MIR!-r:ll!l'31'flM:II l:Mll...,.t!l'I fc,:q of a,,b c.,;,:t tw,a of ~,,et, .J ~ m>t:lt<lr ;»if $1!:t/#I ~ l>/JJ!tlfH to ""'1¢ or grl!Nftd .,,;,,. 4 ff felfl~ ,,.,,.,.,,,...,._, ,11 ,,_,..,.,,,1 o r.m,_ of !I 111,t:lun ~ ""'"/flt s;,«JI $1!,/;ll l;i, ktfl ~f!h tJfltN ~l~f fflSdl# ~ 5 Nclf -fll!lm r. ~ f!I l!.,t,nf.,r ,;,,-mtllllf•,a.,.c,-if:il"allf !lhfllll be /':c,11/l>tt~ to f/1 tu,,,_, ti" ,,.,. ~,,. "'1'1m:,Otr if:(3~ SYMBOLS FOR £01.i!f'A/ENT 11V ✓NETS ~t,pJ/111>-.,.r,,~ ti y,114•~ ~I ~,.#:Jilfld ~ ftft'!!l':U'::1# kl f ~ i:t~ I# f t"'-•"""3 "'"'"""'""' Co,•tr11fot1 f11sn ,,. 'lj,n Jf'J Ofh#K' Ctl/Jlf'lllf!t CCJ!lfn!:JI" • Flnh• Sig"'3f plft:11 F•## "'1t'f! ~:•-ni,f /Jhdll IJ<>""f c,;, ""l'/M t.!>e-lf ~ :;~:l,111d A,u;Pf:Jr;' tl«w fl<11lt S-fCII N S1t1ndt1~ pl,,,f1 r1n1111r11e:t1t _,,,,. co,,t,xt F!os/lllr Esfemal light 1'1/fd control tTlo:,s r,;ns11,1s,roo1,, 11,nry 2• u, Typr R eo!J,,,,,.n umf loeo!riul on l'll!31n"1JM ,w,f ft111d cab,n,f fan ,rfur.~ .1u:"'"''"'"'t!J ScnfQ'l/1/d lflPllf, 8-/llt:1!111 or l<WVHI , ·ore,,. p,pq "'"' 11/trlt,r,, M"""'rl~ <11/flfl Ii'# l' flfl un,'Jtwfld _,. 111 rl!Yl1iH PCC ~ of Pn,•tfm/1/d ftlt-ftl l/tml ,:;f if'l<IQ I» p.~ '" ~ a,,,rm/1.w l!I letalf,!Jfl»-lfC /SJlall bit bit l1tv1II mf//; zwrQ;;tt,/mg Cdtfll/lf ~ ~.,,,.,,,.,, c:;J!;fn>lfil' td,1>#$ atM!4 fl:;p i;f i';x~t-sl!otl Am:h«' 11!11111, r,,,,f; ~ ~ :,l,f/tl /::fl' ,,,,i:;1p,,.,m,,t. Locot iQflfi s/l;;,,,,t1 !or ~t ,s ~t>I Ci'lly. fl. Co,,troll1m1 tlM reklyS f/l(JJI bJI J«utn IO t:#H_, "°"' and s11fi, ntm(llfl!I from pl,Jg-irti ""'""',;,,g. DETAILS OF CONTROLLER CABINETS NO SCALE DOUBLE POLE RELAY SINGLE POLE RELAY DETAILS OF SIGNAL LIGHT RELAY BASES AND RECEPTACLES ~o __ ...;..:==.:~.:;:;..---- /l'/:!l/t:11"' C(?/m,/ S r5Uf l l - STANO~RD DETAILS N0.2A TRAFFIC SIGNAi. A:.10 HIGHWAY 1.IGHTir4G INSTALLATIO.~S " NOTES: I. S~OO«!ul,Q!I $igools and 2. Top of s111ndard a.tioh 1!11 4"1ui• Golv, ccmt lf1:l'ft !!•H !!CAIi"' Ii: Iii 0. I 7•. 0" !or !>11'<1H!tiOl'I YllltH o!lttt,.IH llc.ftd ()!\ plons. 3. CCl'l<:!uill shall tl<fe,,<i 2· ffl(IK. e!);) ... !ll'li8i'lll'd iUriQl:111 cf ·-d13tl0,, end for Tyi;,«'s. hi\ 11nd l·C Sh:rndw-da, ghflll blll slop1td t0Werll l'iondllol1t. 4. Onit ClllCl'I« bolt sMU i:1111 bondtd IO c~d .. lf, • 5. Corld11it ~~ll'l'l $l'QIH'.hlrd and c11IJMlll'l'lf pvll boa 11!,cll II@ 2· !UH fflll\1""1"'- 6. Ill Yllp,(l'lf~ <:mtc.1 ,~ <If foo.,dalioa tl>cill 111, ,,,,-Ob<:'ll!r1! 11 ... ,,,,,,,u!l11g ;radii'. SI NAL STANDARDS HO SCALE SH~ lo, IT"~-~ "'<a"<OI -l"9-' ~-~ _, -- lEfT TURN LANE cll1'<!rance to odjac~nl rOOdlO<ly. 2. Pe<::lsntr~ Bro cite! arms shall be long enough lo pern,it p,01,'!f alignm!'<'! TYPICAL EQUIPMENT MOUNTING Culoul end 7 A DlRECTIQNAL LOUVER P<OTE: I.°"'.,." •t,oll II@ ""'"'" IR plat• •II~ OM plated bnua mocM,u1 ecraw and nut Of"ld onf'Med OS dlr1<:!0<I 111 EnglMftr. • !I" I. ll lalln. •I l>o•• ,, 11,r e-. llfa!w ,, __ u_ -ai,niflll<I! .. -....... 1111@<11 r.o· -v•H-~ Pi! l•1di:,IA ..y -lneondts<:tM sion lit,iMing fld~-. !" 111111. ~11hr. UHi pl~ Slip fitter I> Or ill signal head and ulloch bock plore .. i11'1 !6110•24 min size, sell-loppino and locking stoinlut s!nl rnoch,ne screws~ NOT!: Ne l>ee•t'"""' ligM to 1Ja.o• Nhrttn plofll: OMdM<MI. BACK PLATE SIGNAL HEAD ACCESSORIES NO SCALE Ii:.! ~ 11:} © © (a)© t !1:.§ -"'"' 'l!:2 'l!:J u © © '""'""" '"""'""' •-ll'll'ffl' .... """""""'11* (IIM """ -noted on plcms.) NO SCALE TYPE I ~ ~ u ~ © ® \!;j ® ll~l'I 1'£/!llfflUIP 11'4 ~4... fl._,, :.,L __ f/'l,.r.a li ~ IS"""le<I Slljll flltM. CUH oo!y •h11n llOl@cl on pl@na.l NO tl1-IS:f l04 :CB:l~F'N'I" ENGR M.t.:. MA IK.:, CJV OATT:~N. I~~ l'I~ ;r ,,... __ .,.,,, •• K<tlo thr""IJI> {For IH !:li W·I mo,.,'lling1} Cfor A·3!:liA·1 mo<Jmv-.;iu r ~• SLIP FITTER fQB MAST ARM MQUNT!NG NOTE!:;; I All 111,eodl!d ~~f'ir,gs 111eli 1'11> I !/2. ! P 5. 2 Serration in M!ir.gt. -s..~I mg!cll 11\oH <,11 b-011,;,m of sig"<ll he<>ds or in IOC• ••~ 3. Top O,;en,ng shQll t>@ olhe! m'lf:"l ba(;l<l)lolt '* U$N SUP·FITTERS FOR POST-TOP P.fOUNTING Use ,rhere lockrng ring ls not inlegrol .,;n, signal head R'A« ht ff of brcc,~ef 1uffleient i;a,Mc,et on,a to tOTtf' il(U"lif& Ofl ~! """111•9, l,,,Q CI< Rl.tffi ~P§:CIAI. 90" El,.BQW Otv fM eoctt f~•, uc:rtst theu ,.;i~ •!l«lol 01!1t Flt!or rnwMfln,a. §IGNAb Hf;AD ATTACHMENT NO SCALE L-. ' J L5 112· 5""'"'"'' 11<>11 co-lll•!td "'oo,lvtl•llo<I IIO"IT Oo up"' clomp omll eobi<J 9'Jld• on <•olor ho!o In •l$M01d. POLE PLATE s NO SCALE ST,HE or CI.L!FOA~!A OE PARfY[MT OF ?U8LIC WOFtKS 1)11ttS10N OF "ttGH#AYS D DETAILS N0.2-8 TRAFFIC S!G~Al AND HIGHWAY i..lGHTING INSTAL.1.ATIONS i---..c.N.;..;;o""t _T'""o-.s""c""'a"Tle __ -1 DRAWING NO, Revised ___ .§ STRAIGHT SPLICE {600 V or 600 11:Jlf IJ, 6 M 4 Sffllmi'ffl :sooo Voff e Sctitl PROCEDURE A RP-ih$.,totit:,t, f,-INldl r:IJl'd«,:,r ,r, fl/f,f//J'f>f:t> ~ t: ,-fJif'd ~; It, di_,,,$.0/'I O. Rt:,,~ ~,,,,,. C. Crifflp ~~ If a,,,.,,,_ ~ is ,.,, n;l'r:flt!t ~. v:,lfe, a-p COIJJM'I: fim. '-->M~ C/rc,,ifs; 10-fiOO well'$) Ul'ti+rld .,.. I. ~ CIN' ,:ca, of rvcliff l:'l'ff'>Htf atid allc"' 1t, <1? Z. Apply'-1/'0hafft' IC~ frJ 111 fflic~ lfVl,X1l /lo cri;md imu~. I. Apply CM CCH:tf of nJibf:>ff r:-t ood Oita,,, t,:, dry. 2. Apply hi,;tl ,mlt~ faPI' m a Hiidrl'll"J11 t-qual to ong,t>al m$11.htic,,. 3. Apply 1""1 kl:y,!¥1 d fc,,,, vclf(J(]<r l'a,:IIP, half k:lpp,MI l Apply f,m k!:,tM1, half kip;:wf, ol ~fir:, oil rncstant, st/I fr.rung rut:,l;u tape, 2. Apply .oor· thick P.VC tgp,r let a thiclmeu equal fg ,:,rigin.,-1 ;nwratf,:;r,. .i Apply f...:, l<fJ'f!'J d asphalt imprt!"Jnctff!d, "PM mn/ll'd fabric !C!ptl' and fu~ ,,,. GENERAL NOTES I All di~ are-fl(!mif>(Jl 2. fhlbbf.'r' tr;pn shall e,,, rol!t'd aftw opptlrofian 3. If P.Y.C. I,:;,,, ..:;lh:lflf ropr is <l!ffll as a finol layw, paint fiflisl>M spliC't' ,.,th ~/fdrle,;/1 lnwk:Jting cootlng, --$11:1; around ,:c11d11!f --::::::: wltflnu:irft:11' SECTION A-A FRONT 1:U'.AR {Typ!I' A Gulde-Marif!f'-/'I(} Ref/N:for:s) PULL BOX MARKER PULL BOX WITH TRAFFIC COVER NOTES I. UJ'1' stttl cowr cl'!<! s,Nr::fq/ ccnc!'lflf.' looting, ,n sf,(1,,,11, .,t,e,;, /:)cJt is fr, l:Jll> in1m!IHI wf!ere> wbjN:f 10 traffic kxid:$. S!l'l'I cover shalt lio>'I! l!'mbcu«I non-skid paffr!f'n w/'/tN'I 0011 is pfac/MJ In pcvl'd or Sidewollf Cfe(}S . 2. Sfn/ r?irrf,m::ir,g shall ~ ,:, f't'gUlorfy uud In fhtl' stondqrd products of tile> resp«fiW mcuwfocfu!'lfr. S. Top qf 1)1,111 b"xu sfrq/l fw flush with surraum:fing grqd!f c,r ?op d adjccmt curb, ucey;,t that ,n 1,111p1JW1d or,,as wll#rrt pull box is not lmmediqfl'/y adjaunl tr, end proft'cll'd by c com:l'lfh! lout>dotion,p,ol,e or ofh,pr profeeflw consfrucfiqn,tht! /x:Jz s!tolf b<! /:1,,ri~ 12 lm:hes be/a., 7rt:1<fe-and shelf bl! markl'd by q pull l>cK tt'tctrltu ,:tocM adjctf!'f'lf to ff1tl' pull bcx:. Whtrt' proctic:qbfrc,pv/1 bo,rn st,_,,;., flll! vicinity of curbs sl>(:ll t,,t p/qcM Od/OCMf fl;; flll' back (}/curb, and pull /JQ/Cl/!S Sllalffl adjat:l!'flt lo m,ndonis shall~ ploclPd qn s,d11 of l011.?<!11tion lacing traffic, unless ofhtl'n"l:se noted. p 60 I,,. 30 ~ ~ 0 ~ ::t lO i':! ~ 60 c:i 120 DISTANCE IN FEET S!lilfftfli'd Hig~ l..fgllting l..umh1t:11ll'tl', SO' 1111c.,.,.,;,,13 J{!rigM, ,.,qooo Lumen 1111/'rwry VI/Ip/Iii' Lemp• 120 ISOUJX LINES OF MINIMUM HORIZONTAL FOOT CANDLES end Ct:Nl'ti'l':r 1/nJr fqr llath«Jd ~, Approx. ~•~ f flCfl'J'1"', II •If%;• SECTION A-A F 8 $?1'!/!'o~ galvcnind. M,;;,,ftf bafitJsf h11ndll.' <# b<lfo,r:tt paint BALLAST INSTALLATION IN PULL BOX No Scolt BUILT PLA AS8Ullt su·n OF CAL.!FQl!H;tiA. 0£.PUl'ftltttr Of P!JIH.lC V0fU$ OtVISl(UI Of Hl!IMWAYS- STANDARD DE ILS N0.3A TRAFFIC SIGNAL ANO HIGHWAY LIGHTING INSTALLATIONS ,. fl 12. CASE A 1/1AFFIC CO/IN i ING CONOtJCTOfl COt..OR COO£ I. 11;/lfl/l' C11!11r I Red 2 °J'l!'lf- .1 Grit.,. 4 BIW !5 lt;l'l,f(I F!rr,l/fr ,::o,idu,t fNofl!: t()J Ne J•f/Z p11!1 llo1t CASE lJ TRAFFIC -> ;)tR£CTION fvNIS iypl!'RHW ltOPFffllt JOClreled tJPPff' "''I!' 11 I:! A '1¥G f8t11r:1t ti 111 iulatNJl'I for s,gnalt.l 511., ,,...,. ,,. p@rt:r,,rnr hu trun:11 Cornrrus "'"¥' IJte dit:11(10"111 as st,o.,,. if'l ttef,:Jit • C ~ the ,.r,st,n1 Ja111/J!tl Jf.Hf!fS "'""" pon,l/111. 0111Prlt:1p cuu 01 qll cc,r.11,s so slot/II ore ,.,11 tli!l'f111' ,;, corners. P,•sh ..,,,.,, in ..-it!• wof/111 {),:; ""' us/It 11,:u.,,,:t,,,,,, or al'fer me111flif' ,,.,,,.,,,.,,,.,_ PNP ,,~ v, f!lli,/Pq B1h~ll fU§l,,i§ rlt Siar ?4 COVH C~INCfM!S. 1-"ni Jl'1,l 111M!lk ft(l"I~ fffli/J-TIF F1'$M('r:,,,/'4r,vW':, ft, $J!#Ctf1e,$fu1in$. /'JyHflf p.(>:..tf#'&f t;m;t1'!Ml'I tlFJV ehfr, J,,,h.(i{I »Pif ,e-Cfll"IH S.llit Lr/Xf-,n .,,,1/!!I for !cops. ft1s112 ,,,,,.111, for ,acll lacp, ,:,:,lo, t:(Uf#d /131 SllO.,fl. / l.tuuls from l<11111 2 I.rads from tane .J ltltlfl d 2 () l:£mi1t. .J Ol4'Min . ., O.Ul'mm. 5 0.2/min. F!ex1bfg Conduit Noli, Where ue,1/P artt e1ust,,.(I ,,,.,a.,111:t ,o,Ms mstall 10,,i,11 ,,. ,,,.,,,, ol 19 If ;:H:i•11~n, po11els. Maxim.,,.. slat depth shall lit! o.;,J'. Mclue Cul all 11111' "'"' QC'rt)U l>t'•lfRl'I!"'· Clse e,111,u ~Ca s11 A' iu • Cost! 8 * lfePll'"tl"''fl o" .,,.ttlltrM pov<tm11t1tt .,,..,,11',.,,.fl plar,e foil'f:I are per:,eMfil;,,ta, a, ste.,~. P,o,,<1111 o "'"'"''""' al 5' of sleet, ,,, 11nu11 cot>t:J.,,:10, er p,.u tu:,s F1•11ibt• COM!uil l :1i,re as NNJ11irt><! J 1<11 l:Je p/t:u:ttd m seuE'd chonflel slot a, r,gid C:Oflduit moy be ploc:11<1 ,11•der c:v,b or sllaulder ra pr,11 l'Jor, TifSTs: (aJ Tes, ecc/t. lt,1CtJ Far CQRfll'lllily~ {IJ JA IWIIPfjf#f" fr,-11 1hall /Jw mart, IJ#lwtttt, l6C{IB .. ftttui.flt10.1 i!'fllitl!F/11€,W ;lu,111 .D#' rtu;I I••• flu:ttt fnrrP m,goluns:,. Type MS 3102A·l!H? ph,9 A·AC. B·Rtloy common C·AC ~)Loop F-No e0n1m:t G·Nocontac! H·Chassis ground SENSOR UNIT PLUG CONNECTIONS INDUCTIVE LOOP DETECTOR INSTALLATION TRAFFIC COUNTING 6' contocl r.·mf ul'tless 0Merw1se /l(Jf~d ] Wl'Htre proch<:<:Jf 13 6a6 fccP 10011> IS dtt:1tcbl1. TYPICAL HHIU LANE INS1'ALLATl0"4 TYPICAL LEFT TURN LANE INSTALLATION Notes.- AS BUI PLANS Contract No. ~-.L..,;_;. __ Date Completed~ Document No Zaoaoo;ro I. Sa ... g,oov111 ,,. powem1trt far ttx:1ps. c,unttr!S KHJy bfl' ,J;ogo111ol ttr sho""" ,,. 011110,1 ·c•. i!. O•ertcp curs at oil r:ornflrs so slots a,11 1.,11 dt'pfll ot co,,,,,,. J. P,;sll .,,,11 ill "'' Ill wood. Do m/1! u111 n:r11,.dd,;e, or 11th~ m11f,ql/it: iil1tr11me11t 4. Povr t:lf!em dry ,..l:ife :r,,1ii:,,, sand ,it slot u, ,:0111/'f' ,:onduc;f~I. Fill $/QI' l'l'lfll ll111ri!M11 e,:,o.r:, resil'I' 1:011/orming lo sp11c:ificollr,,,a Rllf/HOf lffJ"Jrl"f1 ,cl1,i:1n dry 'Mlif,;, silica safOd to fill slot. '-Prorit/11 a m,n,,,.11,,. of ,· of slru:lk ,,. 11ac1< ,..,,.(!l,,t:•1»¥ or ;,,r,11 "" 15. Fle,,,l:i/11 :011t1.,,t I si,r11 '" ,.,,,,,,nttl I f(!J t:UI pf;.u:ett ,,. ,a ... rfl t::h(l""III r,f(II "' ,,g,(I ,:ont111it "'"Jf bf! plae,u, """II' curb c;r sliautder :o c111,tt bo,i. l: 1.(//Jlfl••" tlJIJil.lhtCl,,,11 Ir-f/;tCli lll<tl/lP h/J 11,dl hll a/11;,II "" l.,ilhl~ l11Jlft1U,;,r Ill _,,,,,,,_ (If llflfll ,.,,.,,. ,,,,,. /11;,t. 8. In'"'" b1111f, Bp,!,i(:;, CIJIIHI/NCINfl ,,_ li,;1111 ,,, ,, ,:.,J;,,, of ~ liltl'-/2 A.11/Yt; lf:INIIIHINI ,,, HlfO/lt,#' .,,,;, h, ,:galr11U11r 11:atJJ,.,,t. Si Sir11:tit11111 A-A .,,.,, 18-B 11J1111f! ilHI "" ailli11•a fu ,,.,,,,t: tta•"''"IF .,,,,111:f.,,-18. ,o. Pr11ut1rlf IFJlltl 11/JrM;.,,,f!II l/lplfiflH '" ,,.,t,u::livfi '""II lfft11frtt!CftU' ,.,,.,..,.,.,,1,, !J/1,flll l/itl 110/,IQJr,,tJ. INDUCTIVE LOOP DETECTOR INSTALLATION TRAFFIC SIGNAL !:LE VATION 1• 1ttsp;,,;t1·,,,.. 1to1u. Not ,rr,:;v,ruJ for rl!mo,Qf:11! ,,,,,, pan. Foundahcn st:1711 f'Xftrt,:J s· autsfdr of ham, art all srdes. Splice to 2 No.12 - cable !or n,tt to conlro!l,rr. linct, cond /r,5f(J/l<J/,on NolrttS1 l [}et11ctor rH:aitian dimrnsiot!S ref,, ffJ .:antat:t unit. Z Concr,re ,;,-,d,ir r(lmcwobllf1 t:ontacr unit mounh!Jr,J fi(Jt'I shall {)if firtishrd flusll .,,/11 top of p,:;n SIJPfJOrlin'l a,,g/n. J [),,1,,10, coNoct unil surface tfttJ/1 bi, f/11111 .,,,,. rrm <>I 1>01,1inr, or i,c mortl! /fl(Jn 1/8 l!igl>IJ!r, if low, 1.1ml Jf>Oll blJ' raistd vs;ng onr ·pi,c,, gclvcn,r,d, sh11rt1 m,,10! shims "''"' dim,nr1ons 1h11' ,om, ,u ,,,,. bolfl:,m sv,foc, of fflt contact unif. ,f s,,,, .. lf'trrods Sf't<JII tu, t:OO!J!'d ,,,,111 onfi•s,irl!' CtJffl!)OlJJH:I. Alf SCN!W!I sflo// IU! tighten,1d ucurl!ly. PRESSURE SENSITIVE DETECTOR C onfact Uni! PLAN VEHICLE DETECTORS I i\fon-mefo/fi,:; bushing shall t;., usl!d at roodwny end of conduit. 2. rap<! wire 3 inchl!!!I eacl'I :;idf! of roadway l:Jvsning. J; Install ff11;1Jt, c:ompovnd on low side al nurdwoy conduit before ms 1a11t,19 wirr. 4 Rc11.1nd all strorp edges where wire has fo pass. 5 End 11/ roadway e:andulf shall be 2 incl>t!'S l:Jefa,. roadway. TYPICAL DETAIL OF RIGID CONDUIT BETWEEN ROADWAY ANO PULL 80X 2 !1( Std galv. JIU! pipp Nolf!' {:(J#ldu,t!I shall p,01r11de 2· ,,.,,. alJo,,r fm;st,et! swface al :ou"":I"''°"· ?EDESl"RlAN PUSH BUTTON POST Arrow, fr, t:,,p 1,,,, o, rrr,M °'~.:7(1 / o, t:,ofll as requir•d. '-. ..... ....... :: ',O:, Pt:H'cekl/n encm41te,d . ~~. s·,, 7.3,14• sig" tJ/ad IIPfl«'•!I /JfJflllt/' CIIH:/111/'0U"d. Cut hole 1(1 lit P'f'II ¾ • He11,s li'OII" WA~!!• !:10,-T Wlot.K FOR Z o=-l LICHT 51".i"il!. SlG"-.11. SIGNS re, ,no:,;,,,;,.g on prdrstrir,h push Cl11ffon past. prcw,d,. hrt~, f()r 11:,p al fUISI. Shc;u l:!oclt af coSlmg to fit c11rtratvre-of post. /l!Jf(J/1 p41$1'1 /)1.11fOh O" ,:;ras;wallt side cf srond,:ud PEDESTRIAN PUSH BUTTON a SIGN AS8UfLf [J Uet ,:;rt!:,.,~ $1)1) ',f "' If Ped 8 g,u,, ind,Cator hghts. CONTRACT NO. tJ7-1.s--,;04 :1i.:SIDENT ENGR M. e. MAl;...·s.::,H DA TE Ji,,N. I~ 1._'P;..:c.;_,_7 ____ _ STATE Of CllL.ffORl\/ll'. O!:PAIHl\itf.NT OF l>Uf!LIC IIIOR~S. CH\11$10'1 OF HIGHWAY$ STANDARD DETAILS N0.3B TRAFFIC SIGNAL AND HIGHWAY LIGHTING INSTALLATIONS SCALE AS NOTED Rnisect Oct l96S DRAWING NO. E • ES--38-7 Plh)POSED ------,,,...,_,,,,.,..,. C ca c::11 c::, Im o_ m---o C o PPB - 2 "" -I "" 2 0 ..,, z .,., "' ,.,, -< 60 30 0 30 60 BOLS EXISTING -------------- CJ -:!,&'11 .. -· ~ 1:-'! -, .. '--...L-- <l-t.=.:, .. ".'r <rt-.. , II <.'.)·J:'f-,: ---~ ff ,, 120 90 60 S•gnai ccmduit l1ghtu11 conduit Qvruhead c:onr.iuctcr Pull b<» fmp1ct dett(:tor hon d1tect,ort.1J preis.s-i,re detect!'!, Oirtct,on.at )i)U'U,ure< d!ttHIOf' Controue, lnduchv~ l<;HJP ditttttoe lJ1ttf S@rHt;; ditfitth)• TraUu;: rs-1gn,1I, lfltft auce Ot:.ft •ay fh,ttq t:Oi@t w,tl't bachplate tr&ffte i,4r1aL O'i"!it ••r tttnt@ cotor .-,!ft gr@ein .ano• &f"fd b&chpt,Ui, 111uth P~d Jit"H$ l'"HO• lOw11@t,t~ Ian! a•m 1, ell-,; \'lf'"4 '"'"' 11s1ch11l•t,.! U~tn:,l,;ir, MHI 41'"' tv11e "'IISi 41'"' !'<&II,<; \•t••· .. ,u, lt"'1<,i.ta Tr,1fftC s,gnai wnOt 1:H colot" lovww,.,+$ flHh•"II t:•ncon, 0"41 ... , [teclrcl"''. "'""' .. ,.,. 111141 E!,ct,oher ~ ,u6)n~"t t-vl>E' P':tdit•Un-1rt push button ~ c,o-,t ""'"'~' I)<>¼! r,1ep1'on,o i><>le f:re hydr.1-nt 30 0 30 DISTANCE IN FHT TYPE IlI + 60 90 120 40-0 l'l•lt 'Jorcury V•por limp iSOLUX WIES OF MINIMUM HORIZO!:HAL FQQI C:M:lRLfS Hi 5·2. I 21 I 5·2 I 3186·2 04) 5186 2 041 6186·2 04) lli86 2 0~1 10{8!>•2 051 ll(!l!i V:!61 l218S Z O!H !Ji86·<' 0111 19<81> l) 20186 ll 2118& .l) 22(86 4 01 ,i 0•1 23!86 4 OSAl 24186 4 05!11 g·e NE RA L _N OJ ES. Tne contractor ,nan conform to tn, follow,na (Unl111 oll•e•w•t• notodl €.1usttns itr,p1n5 not c,ontou,-1,ns to tht plart \halt be removed Require~ \hq;ung, pa.vttTH?nt maduOft'i> by oO'ltiS. S,gnal \hndard1, ~i"l.&li ht pt.aced the-following dt\tanc@\c ,ns-,de BCR or [CR 2!,.' R ,iutb ,eturn 2· ,o· R curb return 13" 30' II cu•b ••turn E' 4S' II curb ••turn l l' .:;:-· R curb returfl 10" so· R cu1b rtturn 20· SUndarM iha:H be tn1.1&lled .,,1h '2 toot minimum C.lear1nce to hcr.t of curb or edge of '5.hOulder Standard shall b• \ti at ,,dt••!"-ot ,:r.ade !fwet SUnd1Hd\ on rn1td1,itin ,s.lands \.t,aH bit initalled 10 feet bill'hind no-;;e .I.II gro-l•m"d c•bmots shall be JS inches h,gh and mounted on pedestals 36 mchn h•&h, S,trv,ce and deltctor condu,t 1thaH be i ,nch. rntercon,1ect JJifH1 t,grit,n~ ronau•f '\AJII tie l 1~ 1rH:l"l1 U,tH:c, S1£0,II con.du1t 1,~alt bit 2 ,nch~ Conduit run'!I> parallel to curbs may be placed ad1acent to back at curb. eac:ept •here ,n c:onf!1ct w•th e111\hn1 tac;;1i1ti,i Ai• O"du,t •odi ffl!J'\l be ,n.,.pe,teo al"'ld p.&,\"-'fd 'bl! U'llt Sute, e,ni,nee, brto,., intlf' 1"' .n,ti11 tHI lll'w.~ ~••" ~.,,. .. blf Pfo_ S. Neg mere tPtan f1i1e l5> ! 1ll'lt.h ~•nch1•\• tl\111 ~ •"1ua,c, '" No. S ,.,11 bow~ A ""4ese t I 01 No l"1 pull boa m1y be us.ed •hert a mc,ui;,rnurn of two t2) 1 ,nch condu1t1 at• ,n,t1;tt1d '" U't• oun bo• b• .. ,.. fl.$" gt-•'\ ,n p1.acll LlJ'i/t'), d;f~ c~,• .... ,.ju••r' o .......... 1-(1:A 'ltih~.,e: 1'••'11-l•n• 1..uno,.H,.tu,, ,,e h,1 ~ tf.,..,«'!J tt,e totor cod:,n& mu,t conh,,m to !f\e Sttrid&td So~:1hc,_1,on\a 14 t,,ar,~ or tu11ndis, t,ee deta:1l th1\ ,;,,heeU -;,hall ta iUichll!'d n1u1r the end' of e&<·' ront:.•·::le! ',,l"IO•tt"I a (trtw1t a,,ct gh-1\lf tm,1y M emitted if chr.afly \hO•n by tok>v cod,M,&) b O,,t,n 1t10il\ "'' (t'J-ftflttthl!)n 10 e.tff't t'i?trt•w,a! ot a C,P<lf""t"'••"., cu.1,e. f'hsf1"'+A-~"~n h4> ~-4 "'·"•l .... rtumMr 1~ AW G, 1t,1111dt"" COl'lducto, ,p••cod lo th" push llullo" lead> m the nurnl pull l:>o• Cloud l0<>p Lr.gt 1111n !11. use_d •I 1"41 pusll bu non T'#i'l'O toter oede,t,,a,n stgnat l'HPath. ,l't,all b4 •tttd to •"d1c-.ar~ ••d ~ du•,na cotr@'\C-Ortd•t'II vef'\icle 11tllitH• and ,,d .n,.,,.,.1, .,nc:, g,e,.,, dwt,ttl vQ-Pl.•f 1f' a•@f'" '"'••••• S,ntc:tt rn r•inhiti- nbiftel JyllJ.W. ~IIL 0.IP<t•• l<o I "" $@,ill, !•I et ,IIU@Uf'UtOA 1' • Galv. lleltt 1<1 !luru,; cf s,,.et 1.,,111,"11. (Cily al I.H Anie!Hl 01!1••1 SloHI re, D'f'E "IS'' SEBYIG, (Cily of let AA11111IH :>niyl lri olu,q, gr«en bbfi'li \f,&llf tie p.ainted UOuRd pol@-\, and f:101\t'\ whJCh h.tve p,td~1,h•.OW $!!v1-h butto-a1. Band \l\aH be Ul tn(h•i h11h \ftTH'rltftif<1i abOut tt,e pu1,h button, .&\\tmb-i11 XXPtCAL QANOjH,G Of CQff PYCIAB EHQS Dtrect1y ,ntHcon,•u2cted uan1c \t&nat ,,stems "·"•" t>e tle«:h~caHy •iotat~ from @HA ott"ie-r th.-6u£h th.e u·H· Gt relay\ f11,41,t't-f'ti1 ~d•CJH \!)fl\ \h.&H tu~ red on an Dh&'i,e<\. All -Don ' Wall Walk·• ,no-,cahoni \,h,SlJ flash ·•o.,n-t W,0111 -~ thJtH'tl ti"fe Olt'd.P-\tf•!t-A c.leat.1At4!! in1ew._-3f )!, 1u·ni:, ti.ue-i sriau t)e ,nstatl,ed ,,. aH "R" c&bn,eh lndt.Jct,ves 0-•'0 1P~tJ: •ou, -•'"'ct 1pad, if,, Jt 1.,rf .... •<"4t11Vlflll -..-nano• •f'li..t,at•~·t ""• d,..* •·•'"' .... ,~•ffl•s'"" "'h""°'e,n1,~,.u,i n* \ ......... 1111•--➔-. t 't .,,,.h t1eep the slot \f'ta!I o~ s,eeted w,u, epr;uy to a, grade h!"te-' •utt'f n:.,i«h•av and ••trt a m,n1m'1'" depth ot 14 ,ni:h Ail "'•'"l"''' V,ill,}Qr f,&ffll)b.&il,i\-1~ \hd!I tw lf<t'}-liiled ,n a pulf boa &did!I-Cteftf 'lo !fUfn f:it(.frOhlff 120/240 ., I I •S 1'41t9 th,ougf'lOyl f I lrtl,C:f'•DI: heU,c S,gnal - wl-ipA (:0f'~ll;lf'h'18'. \181'\tl t'Jni:h1th,f fe\t Block 111, 01~ ... 1 :::::,..12011 l•gM,ns $4-r·,nce- 11'8 '"''" throughout 120 Volts S..1n•I S..rw•« 120 \loll• L1&hhffll S.,,.,,..- 1l11s 1•11 ,,.,tcllu !)y U<••"il •lllit, •. ~ Ell Cl S IUH l ,.1,-.· 1 JOA Scrwree s .. ,tc11 "I 11.i-'UH {IH,•l! Uii. I • JO A • ~ fb. rest Sieck (hy olllersj STAN QAR O OIJTY TYPE "f.:,,IRAFFIC SIGNi\l ANO LIGHTING SERVjGE CONTRACT NO. 07-15"9 I I/J4 !;i:SIDENT ENGR.M.E,H11lksc..o_N __ ~;:=.===::.::_::::_=::_=::_=:""J.::.. "IA-E ,T, _ Qm,t tor low .-olt11e circu';1,·i --~Al..~l~~..,_,_.l-''1'-~"'-.L. ____ _ AS BUILT PLANS Contract No .. ozf .. ltr9C£1 Date Completed L-t& &l _ Document No.Zs:t,u~oaxa Ground f'Vd' wrten boa houses 11?n1s mv<f•Dif> tflantform"r ~ G•~'1• 'Sret" P-u11 80• "40tf J S-lan0,1td Otta.I\. ho J ...-.:::,, =----P,t-C i\t Ae,Mfor c lf!'d C:01'\(ttle /H.:.i:...:---Se&' ~tOul"d cor1t'Ju1I ~ Pull 801 I •lttn'!J•'lrt •hfn boa hOv\1!'\ ,,,,H.,fOfF.lf'f Of tuli,nt DISTRICT VII STANDARD DETAILS N0.4 • TRAFFIC SIGNAL AND HIGHWAY LIGHTING INSTAU..ATIONS t:<:r:r,iraN11if fc!l,-k#ftl'd frcm $!',Hf SIHI ....... .,uupzi ~-yil'ld. k'ld#fff dHII nol i~c "fl(IWH l:umd. .! 5ff Slc=>nl i'!l!Hilrilrf/lJ ,o,,pr:,1,s-c,,.;,,_fE S•l"J lcir II~ _,IHI 8~d. I. Ail m:llfc ~ 1/f:1(/:Sf O'MI Cl'td ~II acsJI /t:;r !~m,r;irllt1 Bifb ;,,/tJ,:;n} lr,:sf/1111111 $1,.:,H ~ 11,::i;,i,:t;,ff/ .,;n llli::t>f!a:nf ~ fit, rH.1 PM ~ sn,· ~ ~ l,:Pfl ~ IHld! /Md, ~t/H l:lttld d#ell !:MP ~ff/ 'IIIY<lfi ¥«~ ,_,,.,..,,. ga,~ffl. I! Pfp111 ,~ rob sJUJII tu, 31'4" ,,,, 12'-o" "' l:J'·O" -$1 on:,, -d 1/P't'ffl/l IORg#r r.ta 1:$'•0" "'1'11:UIP .J (Stffl "'11!11 or,,.:,J . ! e .. "' ... .. .. I; "" ,:: "' ' fl ~ I <! "t IC) ,._ . "l .. IO ... I:) l IQ .,,. .. .. .. ... '> .. 'I:! ~ i ;; Ham:fhc/11 !or '""""''"'' r:lltvic:11. I:: .,! ~ MAST ARM Hondl:at, for lo11tttrin1 dniCfl' l'Jtld h11ighl of flanrlhofts ,:,1, ,,g11forly f1.1rnish11d by mfg,, YPE {POC,EIK!roli,u J SCALE 318"• I' -o• Ii!. 12•z 6"ll t;• gal~. f/4" cost iron baz: 11nt!1 ,111U11fed st:rtwtd • Ott cover and 314" plastic drafnutended below surface, TYPE ma -a OR {TYPE m SHOWN) SCALE 3/8" • 1' • o• k11movt1ble rain• tighl t1h1:1h t:op o. POLE TOP -~ ~ .!;: ... .. I; ~ . .. <::, " -. ~ I .... .... i1 xax-a 2• slantlwd pipe i::ronarm for l..umi11w11 M::;starm. 2" do1,'/:ll11-ufro sfrM(I ar 21,12• 1.'11ndorl1 p/JUI i:ro1111 arm for Slr;ncl Uastorm. v2"r1:uat1 ~Ir stay 5" 11/re{I,:/ bcl/1 ,rnds (SH TleRotl1NfJf11, llt1; 111'111111tJ. r,I ho!~:, ELEVATION MAST ARM TIE RODS AND CROSS AR (Nma m ll'lltt:1/1:1111 of e'm bngfflJ 1------~J!-.------; .i NOTE: Top 1 .. 0 inches of hun::!aliol' lo b<t pour•cl level .,111, 1ldev11o!k finish ueepl ,m s!ruclu•es (Su: standard tleetriecl delcil,;· l:lrid<Jt, ::lwg. ES· 7.) d mam-o 51/4"0.tJ. I ti .'!!!I ii !, I POLE SPLICE i • .?! ~ 11:S ~ ~ l::j ~ ~a ~~? 'l.t .. ~ _J I;) :::) . ~ ::0 :.,i J_ POLE BASE l 2. 5. For $/Gf'tlhJrr/$ ff !Ill iflSfOl!td Ott str11c:1.mn, :NU On,J CS-?. STEEL bill.ST All!IIS t ~ mt:Jlf crms slf<1/I !:HJ soClll'11WI #fl(lhrflmmasf t::rr1 ,,. •• ,.,,.,.,1 fopck fh/8/',m,IMJft-. l#lld :"'311 IIOf IJIJ fn,/{1'11' tc,:, or more than t!l!J" 11~ 2. Tl,f/ Im 3"oflli<f m;;sl ftl'm shall~ liorirontal wlt/i/1,11Mtlir11i:w traffic • 3. Ccmi"li,:;;'1 behrffn t:trm Ctld p(/111 s/1/:!ll fN!m,rJd/, IJF -ii of o n:,lntfghf of a d1sip ;Hfflllft/f'l/1 #fr$ r.tmovol of fhl 1'1'111ill tvm and providing a t:/'kJ!lllli oul/11t ftN' 1Rl11ctrlcol t:Ol'ldu,:f(!l'D. ANCHOR BOLTS l Eadt $l(lf'IQ(Ud 11/talf ~ suppl!H l'lflth f ~ lu,1111. Z £111:lf i!Jm;llar brilt shall I:/, pro,rk!H 1111111 IS" cf fh/'Hd oml an-,• •!Id' t:,,;mJ and 8lltPI bill' fwnls/lfd mfli !""' Nit! 11nd flltO wa11l'ler1. Wad!Hil shell bi l!Hf4"X ;H.12 min. J'. 'f'l'lnat:h mt1}' !)g t:llt 11}1' u1!111tl i:!Jo/ltt s/11:,li bl' g,:tm;mlud />I' plated ttflllf' IMIC!d!I (Nfl f<wml/ld. 4. Onll alld',or /'Jell t!tc/1 ~ tx:md1d STATE CI\LIFORl'lllli 01:J'ARThlENT PUBLIC WOO'!<S OIViSION OF HIGH'NAYS TYPE lI a II ·a STANDARD DETAILS N0.6 CALIFORNIA TYPE STANDARDS 200., (rrPE If SHOWN/ SCALI:: :318"• 1'-0 • SCAtE AS NOTED