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HomeMy WebLinkAboutR_5079_SOl? CALIFO ENT OF PUBIJI RK ION l)}' III PROFILE I I-l\½-- . Brach t1wNorthCuyLimits and the CityLimits JIH'i.Vcrt.Hn: a l-'t. ?" 'l ..,__.tllCrt Ch the f';"l,ite for th@ t'fY H"lta Cah~ m,a thghwa, 0:-mrrH&»tar. i C F C ;l i Tl ,-.. ")' -·-~~· ·-·~---~-~--"-"--'--"'--- ,,....__.._ _____ _ ·---- ' i of Project 7175.37 feet= '----------~--------------------------------------------- $CA;_£'"°' I. (S ~~ ... / ion t4 +8 93 to !58+42..33 E.C.. Bk.~ 158+54.!0 E.C.Ahd. 50' ---______________ ___,....,..,_ ________________ 50' & Vorioble 38' :,S'&Vcr;able------ t----1(l J:!,'P1ont ·!,fo.ed Sur-foe ,ng --------·"4 0.G7'Unlreo!,e.d Rock. Bo,s,e ----- Stati Station to tGO on tOO --------50' -----!:>-'.l"&vo.-iab\e !"' 38." ~---"·----------------------------,3?.!ji:\/;Jrv,tle __________ .J ____ l2' ___ __,,j 33' Pkln~-,~t»~ed $1......,s-f<:)Clinq -~t~\.e ........ ~·-lJ"!\Yor).,'.!bi,e -~--~----: Cit?"L"kn-.~~ ;:;"'<)nt-M,~ OG7*Uch:ccr-ed ~c,;,:.~ Sos~---------- tion tion \95t0 ion 184t25 ion 2 2+ i:J' .---; I ------121 •••••• ------1 -------------38' -------------- gt ' 1 ~ !\'-----i------Voricble 38' 3: 'oi :E C'1 &:. tation T PIC L Ce.me.rd Cor.crete Pavement-------, R SS 21G t 25.19 Bk-to n 216t6L63Ahd. ECTI NS Station I 2! 7t25.00 144 110 105 /00 '59 11 224 83 145 led• 02 ;;:io 271 79 7 Z81 .58 295 65 ~cti!: :::c<" 1;,,s_ 29 f .n fer ;~4.,::Q;); \,)f i\i:J;!:,.~ri bsat"S ,,,::,,.~d p;:r Ci:.J • ;;; 411 82 589 !02 G78 127 2.. 12/J 1027 222 3 12 ! 4 2.27 3~ " ,. c i- 4 7 -138 83ll 142 "' "' R ' d "l 115 "' ti -. ' 110 Cl '2 155 !05 ffS ·~ "". " 'I' " ., '- 110 fl() 105 -r-0 ·, .~ GZO 6ZO 357 H,1 361 332 3G9 247 267 2131 .319 232 l)l co 1.38 ')3 GI 35 .37 J7 37 37 Tl 39 37 .37 " -... 155 7 9 !GO 4 IG5 G, IG7 .. U/J 105 /0(/ 100 95 90 l;l5 ,,-,-_ Cl -' -~ 280 30G 257 245 347 253 751 313 272 22G 445 G80 ':2 45 ,is :l7 37 52 ,ii 37 37 -50 37 40 68 " IG7 9 170 2 4 i75 G 7 8 179 lf4.)H.,:-,._;." ''tiJ:.•· 27 •• \ S--H· iS\ "' 1$$6'41) .. 181+~ .,.. t'S-0"'81 ..., (IX) 95 G/3 12,t 179 814 1019 99 !BO LS& 88-t 830 50t 366 IGO 10:; n 57 2 4 l65 l(l§ i{I() -· .£:' Q 32.9 ZSG 3GG 39? 34j OJ '3? '1.7 40 52 :A 41 ¾, 7 g 190 l9\ 105 f(X/ 191 239 39 2 t:::r;:,•M"' i°7',.,,\,♦0$ @' Z4Z 1'>7• ;1 ::co-+ 3$ ::,,o•.i1.1 238 J7 4 230 37 195 95 202 37 243 37 29A 37 9 322 37 90 90 324 l !G3 zoo VII 95 tConsl 85 ,._ C) ::-: 257 IJ,t 74 282 285 304 283 284 \0 29'13 ,:,3 71 \?3 140 152 130 IOt\ " ,, 203 4 5 7 210 211 V'I ~ ... "' <':: ''Ii ~ ~ ~ !S" ~ ;CY ., "' "' ', .. .,. ' ,f,{}() "' ., '> ' ._ <', " gS !hr " ' ;I\ :?: ") "l ~ tt/5 "' 105 "' ' :!i z:, "' 7 () ';I :?.79 787 251 0 128 88 0 '!;) 117 105 52 21 373 135G 181 ~ 21 I ,,_ 4 215 -:' 21B PR0r!LL5 ; '.'.~ .¼ .. ? ,® ... " STORM RAIN TAILS SCALE AS SHOWN l X 48' RC.P De;ign: Dept. ~ ~ 0Psignecl Troc:ed Che<ked s 6 ION r 77.48 Prw:1it PLAf'J ,3,;oHt" J~ ~!-0" F"<CF"!LES 5.::e::de Horir. r, ..sa· Vert f,.5 BY SECTION A-A AS PER, CCO "'II. AS BUILT PLANS Contract N Completed ________ _ Document N CAUf TORM RAIN ETAILS SCALE AS SHOWN fiT!I ;;;;; I ~~~· 1 ~·~;·;1 ~· I~~· I ~y~ za,.1/.•2:;:ef __ , \ ) OR DRA!N D SCALE AS SHOWN 1_ ____________________________________________ -'--'\_._-------"'t;_a_·7 0 -S Supervised By 11::::::::::,'.,:;,. <t7.::::,::::.t:,,¾,; T..:... L;)~. • .:3,:., "' H;;" STORM DRAIN SCALE AS CALff ::J,!. :s ."'6.-,,";i •,d.,;', DETAILS SHOWN PLA"' ::i,,;;:o,fe-: J .,.,.,~• CCO" 2 TO M RAIN ET SCALE AS SHO\/vN 1lf1f,L llltU¢1!l [:( TJ.'l fF 0CWEL o;:J,,t-lCTCH ~ !rat~ ~#'lf ~-!If~ H11t •.b ~ ~~If/I f¾t ~ ~- 1.t ~P""' f1l!llf\ i!:t ~ ~- 'f ~ ff 1it¥f. ~.J, ,t f..t"ff' ~ ,t,,.,J M ~ l:y ~ t:r"'o/.i r<1 ?.t,'\ ~ ~ ~ ;,. 5 ~ I 'r@ 4 !«+ ~ ~ ;,. 5 ~ I ~ ~'IPNl"I 4 ~ lt"4 8 ftti "f; w) ~ I 'V 1' 6 ftti -:t" mert ye 4 ft>ff ,i.n, ~~ .i,.~ t'(:\,4-(Hf .r.!f-4.'! ~ ~ Bi 3f!M12'~ OlrC$ '!h~t'l. fi'-.-i)C:11 d t.li:!dl :#<ii~~ • ~i-ir7.m'll'e-d fuwJft iV'.¢ lk::."l ~ frwa al llJt"t1."f,QI'\$ i, ~ <atA¼! ~ rJ ·1 fW H1't cixb t.-'-i ~ l ~ 12 ,,.Ji,, ~•w »tt:f.'11( ~"'.ii be ph~ ~ w~ .-..w ').fld • ~.al M tG ~ fs->M $,h~ airJ ~ ~• m-,,:;rti, do ~-N BAA Ho,i,i:on\.J pro1ec1100 t,or si',oit be p\01n,,ourw.: ,9,ot.ion12ed sleet, I mch ~ in diol'T'e!er ~ and shell tr.? '.!Sect -rien the !"'.eight ot t~ c._,,t, o;::.e\"l'i'l9 15 9re-ohr ~ !hon 8 me.ties. Bor shaf! be em~t>dded 5 ·nche'5' of ec-th en1 :.. SH:P'S )-r.&i lfr-tt 07 nd.a w+«t V fl grt.Utr fl..in 4 fut 6 ~ 'I'd-rt n, 3.!.tp: !ht ~-~ from the wit U-.!y ot.t S::!p ' ( 2 ,-i,;lw,s fro~ ~ hclkm) (f V 11 4 ft,i 6 <',,:,i..«,,. or It~ U, rt~~ i V i1 .3 ftti 6 ~ oir il!'n -~ $tliH M r,d-cn~ tit.Ii W rh1t1 5 iMtse in -:rll! d l+.t rt k,d pi... "'-"' I'""''" ,/NI "W'<"h ,;.,1 b< ~ o.:d1 fa<:e iS LS .·nctu or .. "10!"• ( Su h«f"V\) al d coom!r ~I ~Fl fl .wpt. 1r:,d.-,o:,b~ fri,h r,,J ~ J,: trt.S:hflg rs p,r,pow4 c-,,d:. 1rd Adj4<tl'1f ~ !ht ~ C.lTCH BASH'¾ NO. 39 REINFORCEMENT FOR CATCl-t BASINS WITH W•?' OR 14' REINFORCEMENT ~ S'---------l-l -··----· ;"" St!:•04 l'r4 ~TE ,. 1,. ,!,!, ,>al,. d.n A ~.,Nr"CRC!NG STEEL 'l!Mil ?)11'16 VII Ora GO B 15 CO!-.'£CTl:iN P1~ .,.··,-~ ~' ~IQl'I t:~ 1~ •ih ~ lft.e.y pou~ m \+1t: p<i:pe ::i.r,r-.::,o ~ CllZ"'J1"1. ,I "" 'I' .,. ,.._Jb '"'""'"'l'"""'"" •r:tlw~ wl!,, lf«f 15~ ~~ .. f~ d ~ ~--'t,it a i!M-> ~ fn:YI fr-:c ~ 4-in-~:s. ½ 4-,t O\i< 'llri CUTLIT ~ M ~ tht fc.W ~ ilrld c:G"ath ll ~@. BAR;· Horigw,!ci proh1ct10s-, bar :;.hall p!c:tt, r().ltid,go1wor"ut1 ,:tuf, t •ncl\ in o;c"l'!tte M Utt"d .,,,,.,, the· he•,;:M ;;if t!'-t t:urb C,p,fll'Ht\9, IS gualllf !hon 8 i11c1'-ts. Sor IJ~Qf! b 5 <e::d, UH:! {!7 irri:,hts M.! 1~, !!lP'ftct Oflt bdlc,r,;t Vii 4 fut 6 .-idm or \tu fb ~ bit ~ Mi ¾!u. th.ti, 5 inaits If! n:1 (A ~5.:J'l c:n:rela !ltl..l o:d~ a ,~1 &r~1to!.o.r,fn-,.l,,a-J ,-,:on"$ trdir.g yf"Of'(;Hd c..;t'b & .. ~ CATCH BASIN NO. 38 STORM DRAIN lo Mll"HOI.E shol1 bo l)hx.,:, " ~ ,-est <)l.l\$ d,o!l be CQ('J~-e,ct~ to Junctil)n: eti,e,:r:b'\!f 111"-ltt E!OSJ'!'I RElHFORCiNG s!eeJ s~f M ~ m. fWnd dffc,ctT'..00 bcn Oeor0t1Ct $.hOU b« ht ff'ttlf"I' 1he bot1om et ,roe \Job STEPS: ¾,,n round qnivotitted s1eei steps ote reQ<Uired c.s fQI!~ no ~cy..ilfed. me,-. tMoo 4 0 ft. ii1stoll I ,ti'!> 12 iA o!:<,,,,i fl<>o< ff V rt if V 'Smi.::.ffl of chJmb-et If V l$ more lho.., 4 0 ft ms!c!I s1tf)$ 171" o;cor1. im1th t'Ml t(i) s1ep 6 In. below IN surface at tM c-Mrrber. A!! sltps shai! 00 4111. fde\X} from IM 'f&'0:11 ucept the top s1ep, 'l\4lich sho!I be 21/'Z in the watt SJepa !l<hall r.ot less !hon 5 •n. in wglt ot ..klnetiorl ~- JUNCTION CHAMBER NO. 3 PLAN DETAIL FOR MEDIAN STRIP DRAIN JUNCT! TYPE A DRAIN Appltcooi• trenches: fYPICAL SECTION AA SECTION 88 lownt Mt more-than 2t alxn,e tm,fft. MJmbEr ,iu of k'l.!et ?1p,u Inlet E'levation nci fen. than oufld1L B DRAIN ··r ,... ';; -"------:=-::--:-:--r---~ sj _____ _ ~ ----1 ] R ~-el. ,;. . g ______ __J -I U!UISVERSE CIJT SECTIGN BACKFI s For areas between curbs or ms,de outer shoulder Imes. VII 0'11. 60 NplB I~ 38 ,/vr:e 2 8, 1954 u~~.,4,,~ ~ ~"'.&!! ~½-rm.r~.r.d ~l'f'lt& ~ v,d ;,h.ll! k ~ ~ ~r,-"'"' 12 ~l"l-::f'e, iert ;,:l'lius of~<t"n,.s.-t of W. NOTES 'flJ:; 2ft.1,l'1hu eathennst i;:eofied FttJCR. cf thpr.ber sA.»ll bf grde frcm tri-d 1,tf 11nert ~hill ?lPt :<.itic-t te ,1: pe:,int 3ft. fr~m tlu point t~e H'rtrf '!~tit be 11vped to, ;w1 f~ g1,;!ttr ft:iw~li11e :r1-o:.Jtlet FORMS C.crrJ·tatrd mtU! for~s shall "Qt be uad f:;r t:Jp~ort•rg t.~ tq sbh. RE!NF'ORCNG iteel .,~,!! ~ 1/1! ~,n r:,i,;r.d deform,d i.-tr$. fltu&r,u• slu!I h, tut h,m the !x;ttom ~ $1.tb. SURFACE ,_f .id eiporn:i concnrt: sh,H (Onform ai '""·'"''·"'" u1sh"f or rrr;7osd c.irb arid walk ad;:a,Mt OUTLET CHAMBER NO. 4 STORM ORAi Lo,...;~e.t '.'S!cµ rno,-e than w: 2· ab.rive lrverl -~-~ A A ~=------l (~ --~~··------~---- t I l Pl.AN e No-te C'o-nnecfion pq,e to bill ;,laced 1n po!td-ion :,hewn ~r, im;u"011Etrr111tnt-p!a-, F'loor of charr-ba:r to be 9nr-en " sheet t-rowe I fi:nl.s,h JUNCTION 'CHAMBER NO. 3-C (MODIFIED) DETAIL Or GRAVITY RETAI NIN WALL STR PLAN SECTION A-A INTERSE N C.C. PIPE ENCASE ENT STRUCTURE DETAILS \ ------------------- OCTA!l C ,'-'I vi,-, DETAIL C ,,su:s ti\ 1"11Et. H TRAkSVERSE 1'D~ORO% ~& (.Qn5!la! of tt..h. rJ lll,AllfNG TE ST ,, ,.., """"""" , . LENGTH d "''"'" 1,,-~ ,,,11..., w 1·0. z'.5"" j. ;of r,pi!Ol'l 1\.ic, n:,nfl'd7 CONCRETE RII\IGS,REDUCER AND PIPE FOR MANHOLE $HAFT ..,,... 1'1',c~rR,oaC..sec.o,,i_ilf __ .._1111-.:«:;;;r- ".'.14TlflOi<U.:,,,,,~~Q~~,. .. l,t -,;,"'"''°""' <tC~6!Q!!1.t'!i!0,,.51f'lil"!"'S-f..,....1,,.._.,_t,l!llt""' ..... 1.,l..,."Tl!'!IC-1('1,ot,.,,,..':i"'-$"""'-<.~~~t T◄ ,t••-t•W ) ~W!~Ol' ~1""-C -(OO<"f!lli _,.,..,,~ -"'°""' ~-T'ooO"f:•U.,..~,,.,,,,"~1,,,,,,:...'"<l.Jl'(e,,.. NON-ROCKING MANHO!..E FRAME AI\IO COVER '"" CROSS SECTIOO TriRC'iGH FRAME & COVER NOT£ .. Frarw,e N CC'ftt' ,h,H bf UST ~ l..ta•erik! .tnd 11wkm¥1:.hip ,,h:!I b. n K(Mtfa.x., !f!fk th. l,(11,,1 S.'t".:1licJ1 '!':·rt! Lt~M f'~.r-:. !itt ~ ;"'.'.X"'"";;-/011 ,~ cm t9C:itlt st1".r~ MANHOLE FRAME AND GOVER FOR CATCH BASINS .VII Ora 6() B I & 3 n MANHOLE GOVER LOCKING DEVICE I gocument LLt.NEO LOCJH. OEPlU:SSlON IIICl 3 ,. ~ Cl/fr,1·,r11,,.,,~ .is"'"''' !>fl :'~'#Ill H ::o,.,;;~~ •• 8" !..,,c.,, CA.V5 LOCAL DE?R ESSION NO. 5 LOCAL DEPRESSION 1110. 4 LOCAL DEPRESSION 1110. 6 ,,.,.""'""'""""'""' ,.,,,,,,,, __ ·,..,,_,,.'"' ~-,, CASE l CASE 2 Vil Ora GO NptB 19 33 LOCAL DEPRESSION NO. 7 ... I - STREET CROWN SECTIONS GALVANIZED IRON PIPE RAIL RES!OENT!AL 0RJVEWAYS, CASE J CASt: 3 &,. .. ,,,,.,," .1 5 11:::C 7 _;-~J ~t=:'=--~. ---.:..--~:·~~.::~ £LtVAT\o,t4 (L(VA11¢111t ~~ts -!IMll!kei,,•,;,~.,,.,.,..""""",..""'llll~~•i"'d"-' p1,,e-...,w... .,.,,-~n...,.~w•,.., .,,..,-.or-.,i.o'""'"'"""""'"'~ -hwl !N~........,.,,i&,,..,,t,_.., ,..i ....... it 'f"<•I""""'"~~-"' ~lo> $~ ....... \~-~Ji..., -.i¢!,t..,l~W,"'1f/½illl..;<4- !"'"'d•v-_,.i,J,...'l!fl~• .... -....... ,,_ t--"""' --"'""'t ,,,... u~a~1•,.,.,.~•--...,'fl'4'4"~~ DRIVEWAYS S FACING E'XPANSION JOINT IN SIDEWALK ) ~1'3 .. t«.£ 5 .. _ -~~E-m........L:;..J ,# !.::. ·--~ 5--51 s ·-·~·-·_ • ' -• --.... -_ .. -~ IJ UR C CU YDS J.7C I 9 /':J L.~9 •·-· ! :;· :9 I :; :::, 1 ".JS J..£8 - I 5J I. e:.':.j ~ 1 ,,j:J . f.!j'i); ll rr P LIN FT l t • I 5C :.,Z 4Cl 3(1. i: 2,:2-:.!Z':J.:;,C ill &1 7~ I .3& t 13. 1.5 /, l ,,,, 138 7.SC ZJC: §!;, !) z+Ct, :se I 35 5 61 U.5 51 !509 .5+4 Z58 /IB ::549.5Q C. .!JI .2::iv 4(,4 z4r,, 328 250 3!15 333 SC l..:56 238 233-S{: ?.5C. 430 31!,SC 21 &, 7-4!:., STRUCTURE N LIST Oc -,-¼- v' L 1i 0 F 3 ~ C .:,,_ •'-u (' -t-W. :;p ,. 21 • 3~ ~j~ I ci/re 2~ ::;5} :.--.,~-~~-.. },"! £"\Ji.,~ ,,;t.rA,'4, ;j,f:•·; ! C TIV£ "V"!NV£RT 11 INV£RT 2' Bar numDers detnafe norni11al d101nelers of /v'c/e-; lHJ)tes uf her;;hf r;·eKt yrevter h::;b!e height s::JbS, NGJI end r~:irJarc/r.g -;fee!, O.'id mete nf.>cessa:-·y cf,:,\".';es ba1· lcnglns, f'!1Jmte:r of spacers or.d quantd. es STANDARD GENERAL DESIGN SPECfF:C,!T!CNS: A A SltO. dated 1949 -,,/h subseqven! mod• 1!1cahons cmd Bndge Oepartment s,,;,p1emenr dated 1949. t,}!!OS. l.1>t Loo~4 "~ne H20•SU'i•44 truck"'''" 3Qf impact for ccvt>r depM.s. N~9!ect li,e, kact ,rhen o.n sim;!e spans ewer ,s ,,ore tnon a'and e,ceeds sp:::n or on mv!fil)le spons cover uc<!'eds distance bel,,~en !acl!'s at extnio, wolfs. Cuf;erts :Jt ;n.::!e tl'ealed as brid9~, with wheel load on invert' slab C,, lnt:Jvted over T: a' fn::nsnrrul}' and l:vtadfh of culvert !:>.">Jd11d11ot!y lir.!' load d1stn:wted !hrv fill as fo!:ows:- !1::.•s-erse spread•f.2'•!.6F; lon;;itudmal spre,ul0t.5,t.5F. £er!~ !,x,::f of 120 Ila per ro It cw:t gy eq<1frCllent fl<1id prt§!i;J'I' of 3/S tbs per cu.. ff ftJot,~ reduced 30% for b,.,/onc:ed ;;m.;f morJJo.•d for Der.Jdmg and backfill cond,tions i•,IT ST-?ESS£S: t,, 20,0'XJ psi, fr0 f,OOOpsi; tFIO; v=300psi; ~• 90 ps,. R·· '-forcemt'fff to Pf! roc:nd deformed bars. £mDed· mtr.P :s Ile Die. chtor, min I~ ezc.-pr cs noted Hcolr,; sh::tf.' ccw,fc,r,, to No~val of Sl:mdor::f Procticf.', A Cl. Bcu;lul'f'} far """.kJI is 4 d,omefe,,; Bar s;:,1,ces to t:>e 20 dlometMs,un!ess noted C't'farmoticns s.t,clf conform fc A.STAI.. A·.105-45'. OistribtJfion ~.,,tu:,,. Cvrt'f' "'o" h:1 ~"' len;t!\ tcp $1;:t;: rT!C!Jl. 50 ,t. C<,~er ·o·r~ s;;-on /,t,,filrlt, banom sla/J• min 25 ~ C,:,,,er l/!Ul'l"-::!"1r;, !tpC,'> H!'f'li)ff'l, top Md bcllom slobs, 25 .t. NOTES Sta,'/cJwd S;;n::rfk.o~, [)i,;,,sir;;,,, of Hig!t,,,o:,s, £..4J,*t'ff ,.,',:::,;:'t,;":;,rF 1949, and S,,,~ecitJI Fr:Jv't's;ons cccompanyir:1) c,cr,s. MA /fi!IVM COVER Stre,0 9:tt ClosS1f,ca:.y;;;, sl>odc:f !:It! ,eyi/!'Yf!!d ir. f"e f,'tf'l(f :,fie, l:,o~,;f::,.•:y, ,s e:·o,a!!<f. If e.u:ovotiOfl df>CJoses ,r:crer-·;;!'s :Jdlerer,t f .. '7:on pr~Sl;;;.JT!tid for deStqn,l!re- :::e'!ii'7" st::;.,,/d be-rePN!'wred t,;,, deh!rm1'nf!'-the necessity of {1}- s ~r;.ry!'r t::;)li\if't'! sect:-::n;, lff',~n,,Pm,.,,, of !)e,ddN1tJ' and/or ·3 rse,:, s:r:~dorc! S,::,:,ctficat:ons. Sec. 51,::r/o), erce:;:r ve,rt,c:::I i::ces ol frt'ttclt s/':·:::!I no? be arorf! than/ outSJde E x,;:::,,,:;!,r:,;.:::;.'N l;/;;:fle /~ ..-rrvl!'-f't sic:!J. Under ccver lt>s.-; !/'Ian s:::cn l!>trqth. :;!;;;:::!fl' '7'::Jfer:a/' /';)t> :,;,/ah and snfe ;;rt JO'! cft>: ::rri ad:Jil!,;;r,al /o.,,ts, :;s dl:ected by "/".f E,-i:;'":f''e'•", at !.:.u:c,.•on.s cf cl!ar:gl! of foundation material.. CC','S.T'.tr't/CT10ll t..:::ADS. Cons,*rur:tion !oa(i; retI,,:-1/Jf' lhor: legal loads c-:::,"J,:;rete l,a:;. reoctte-1 a s t.renqlb of 3000 o~::1 s.'•"vCl:..n! 1tn,.-t,ted r:;tt::J ::ustiic:ned os drr1:cfed by€i1q:neer. HYDRAl/l!CS.., if skpe-cf n::Jtr..:raf ct:onnel exceeds "'neutral slope• en:r::;rce copoctfy for !(>-yr f!tY'?c/ (010) Hi!! usuo!ly ?e,'ermine s1Z-e. Of/:erw1se c.'moute /?eod; rtf'/'re ';; haad foe/or, 't."is length of cvlver! and Q:O, the !00.yr flood, m,rt compare lf'ith olfo.,,able head Tol!vlall!'d ele- merr/:; are Im full nom/r.al section. MA.>:i.'.'i.J!.J COVER'. Allowabil' depends on beddmq ond backfill. Use: C.4~:;£ II ~F:.Y ::errs lti.!C!ron trench on ,~ard foandalton, CASE LT•Fc:r construction m trench NJ yieldrnr; touadqfion; ais;o if Mel!)od s·' bock/ill ,, used. CASE :FI-For cD."15/ruct/cr: on hard foundation. C..1SE .V!ll'-For canslruc.,,cn on y,eldim; foundoliot1 af~o on /lord fou11doticn if M&!hod "e'/ncH!/1 is used. NOTES LOCATION NO[ES CONT'D DESIGNATION· Show or, plans as Span x Her9ht-Sfrem;th Clossific·of:on- Case,. tenqfh: thus 4x"'·A-J?:'/l x 60, followed by cltl!'rnatives ALTERNATIVES; Invert w,ll tre p!oin unless 'rrope.oido! Invert• or •v./nvert "Is Mcluded it1 desit;notion. Ends of culvert will be rounded unless Ends" ere designated. Poropet on cu/,erls with over 2' c•.uer be ,~o• unless ~--ft. designated. Such de519110!1ons may be dilferen' for inlet and outlet ends QUANTITIES: Quonflties ore for esfimctinq only. T/iey o,,, lot box with p!oin invert slat:> and do not inctude splices in lonq11udmol bo.rs nor concretl!' and r,:,inforcinq for special coverage. le,~;itils: of •t, • ond D,• bars are saml!'. Vary bend,nq of •b:bors to suit ba!tom slob. SPECIAL COVERAGE: Where culverfs art!' constructed od;acenf to so!f wafer, thickness of concrete shall be inaeasl!'d ta ;::,ra'Vtde ? ,cm,,,,.,,a,,. between sfef:'I and exposed surfocu Arh,:re scwr is cntiu't;:,aled, lhic!mess of bottom slab shaft be increared to prO'Vrde 2'rr:inim11m coveroqe between stee-1 ond e.tcosed s;pfoce efc., at f/ie top of the data table ,s mere!JI' CJ conremenf des.iq- t1alion for a porticulor st •• ctvral Sl!C!ian far a cut-,ert al any givM opening. It is di,;tatl!d by t,,,o factor;, {ti the method of beddim; and t:>ackf,11, Md, (2} the, co>'er or depth o! hlf OYM the top slob. For conv,:,r.ience, bedding and bockf,!f cond,t:o,is ore grouped into "'cases• 1I11:Jr, ..lT., Jll!I, wh,ch are !l/1,,:s trafed by skefcnes and descobed m t~e lccatmn Notes.' W!I.~ !ti.rte or no information on soil conditions. as sum,:, Gau.JI ::,r JZZ!l. EXAMPLES AS DESIGNER: If has been determined t:>y hydraufrc study, or Nller reasons, o s/11. to'x a' cu!,ert structed in tne open (no trenc/i) on a yield,nq foundat,c,n rnd vnder f 3' cover: Procedure ·From the sketches of Coses and Locat,on Noles if is found bedding and baclrftfl conditions conform la Cose i!Ilt. Enter the tabfl' al /he 3rd !mt' fron:: the bo!fom{Cose1T a,JllJIJ and sefeo! the 2nd column umier the 8'rcw ,vhere C01/l/'f depths to t4 'ore allowed. Mcwe ro /he top of this column, ,.,t,ere the ,equired Clossification"indicofed by the letter ·e· ,.,If be found. Final des11;nafion· Std. JO', AS RE$10ENT ENGINEER: !tis discovered in molr,n;; !Ile excavation for the abo,e cu!,erl, tho/ the lcundction ,s hard, ;r,s lead of yie!c11n9 as expected, ond ftlat compacted l:Jac!rfill will t:>e used. From 1nlormotior. on the standard plans if is ascertomed /his stfuatio.ri to be Cose JlI, w'hich for a 13' cover requires Strength Cfossilication •c~ A ccordinqly, Change Order slrauld lie hiliated cof.linq for a Std. !Ox8'-c-JZI x60'. WITHOUT RAILING . . :.,!:::in~ J :; ;,"'$ .'!."If',;" ,~h :; ,f ;;:<:l' :..,"'.,?e't, ... ►-,r.,,,,::I' ::,.;:,'$ f'j t s;>::"":, o• WITHOU, HAIUIIG qreufe to;: cut, er f ?trt)r ond omit co,1er stai;, CULVERT EXTENSION Sor nvmbe-rs denote nom,r-71 dtametars of tound l:tar s tn r:iqtifhs of an ;nch. (Sor ~: J/4"' ~! _ !.Jr,?2!,.. .. of .. c111'.1!rl "~ Me!ol (;ucrd R(Jf'.: Plo/e Gwrrf l?,pl may 1:,-e vaned lo ,a,1form lo ::;ppro'1C!t :::u;bs. 3".~ Corrugated Melo! 6f..C/ll'dJ:.,,:;;/ G<.i ;:Metal Piotr: Gword'fib,f -.;:'J'4,«:1 .'8 i ~-1"Rodi1.,'s WI TH RAILING SECTION PANT PLAN -SKEWED DETAILS FOR SINGLE SPAN CULVERTS -------- WITH RA/UNG SECTION 8-8 PART PLAN-SKEWED DETAILS MULTIPLE SPAN CUlV!;RTS G.l IN TRENCH CASE.IIorN ON SUBGR/JDE CASE l2T or 'JZJ1I Me••od ';1' ;, Jr:·k ft!! UNDER LOOSE BACKFILL CASE lY orJ'JlI BEDDING BACKFILL L ___ !_F.:Ec'!..'!2::.::::!~!!:.:.::::.;~~:::,.;::::._!:!;:;!!!..;S:,:e:'..!e::._:·c:::o:::r:;;'./f'.;210'(.;m;;i.:,a.;c::;:u:1_l~v:.;e~r!_l.!,P::'.;r~a::c:!f!;,ic:!e:._• _____________________________________________________ _ ---------'-------~---: I , a""i crs.;.5 !J-e/'L14! 5,::e,;,:;" s ""7:::;e " --p t······-·- i !Sa· l'bsl l.l1,:k:11esscl Sfldi/s Jnd' !:iclh-~m $,~}:, .:,~e .;;s, dlctJcm,m; c;,_,J..,rf l} .;;;nd,,;rteJ'q;;J'1va/e.ryf' 's>s-1'.rt;.l:,.; e 'lft/, . .,·3 , 1.1',a.xrrnum s.J1I pr-et/J5'ure~ /· n,~fr,r.~,nn _s/eel r,?vn;;;l Jelbrme.d' lrdrs; ca,,1:,rrmr"hl C(ffl/;}r-,rn le ,{-~,:1rua/ al' Std .,,,,.,,,..,,,,.p i:ioo:'r ed bars d dtJ:?f?Jeillers ,:-,-r:.5ecl~,,_,/ CONS fH!JCllllil !VOTES. (ilel&,ls 11·.'.'.1/e: Bar !lumbers c/enole d,r I;/ me /{>,1rs rcu;7d bor s of ( Bar "6 • '4') l'?:,;.lrt:·ss:. (0.'T1·r'I i'C'"·'"'''r'Q ,..~l ... ·eef"t JPl>r/":;andbo"I, wa·//f-fare /ess .,.,,,,,, XI".) 3:.,0~-H Entr.;.nce .;.~;/Ai Ovflaf. Adaq be f,;; st,/11 .:u11d; f1ons 1'r1 EXCA\IA TION !JAC~FILl PIPE HEADWALLS PIPE IN TRENCH RETAINING WALLS a E•cei,l l.Jnderdro,ni a Om•Mro,ns EXCAVATION CULVERT !N TRENCH SECTION A-A SECTION 8-B NG WALLS GRAnE TOP CULVERT BACr-FllL EXCAVATION PRAP OCAVUlON BACKf!Ll SECTION C-C BACKFILL SLOPE PAVING )i:, :': .. srnc 1~---------- 1 ic,c11 EX'CAVATION BACKFILL SECTION 0-D LEG D ¾,:;i,e S:.ibgr::ice shall b@ !.ow!st def1rttl 1n !f',e, S'.ondord STATE Of CALIFORNIA DEPARTMENT OF PUBLIC WOR,S DIVISION OF HIGHWAYS STRU TURE Fe'/1.::ed Coping EXCAVATI ""'"''-""~IP"' SECTION B-B :-i:::-~~ .\,:-:;.,LS,~ ~~0: rec~ SECTION B·B u PANEL DIVIDING STRIP ISL.A.ND SECTION ·i E rtE1 i ----------------+,------------------1 B RET N B PANEL SECTION A·A SECT! --------------' UI No Da Compl Document No . ..&~?1J·-='t:-~- Al Bl Cl 82 53 Cl Dt A 2 YPE A D? 03 [ B2 TYP PE C D 2 TYPE 0.06457 0 00965 0 03073 0 06782 00i?23 OC5651 s :\r.'1!"" ~')-'PC~ B3,.-:3, D1 5,~;:~;:ic~ M f''t.1',h~ f'3Vt't";'"!:'f':1 C:.;:-:, f:,ces ~c r:~ Y-Dr'ed •r~,cs-,s•r:,-!v ,,vi•?'l S:t!"ei brus~t,S 3nci o· STATE. Of CAUC-OAf~IA l)[PARTMENT OF PUbLIC WORKS DIVIS! HIGH NDARD ON -1f:.-t-o·.-r,·- SEcrioN B-B C St(T1()1-<0-l) ccvn, DE.TAILS 4 ,M2" u1::vATlON&S!CTICN A·A WITH CAST SECTiCN &B DROP INLET WITH CONCRETE Shodenl Brome C•pl-1,,yc to be: furnished \ .. :~ !"'Chamfer STATIC CA Ur ll><l!Cf' I l'QTM. """"' t ~ru• fROI-H ELEV. DOUBLE HEAOWAll FRONT EU:V. SINGLE HEAllWAlL SECTION. SINGLE ANO DOUBLE HEADWALLS ~ ·'"""~;==<;,==~- ~lk""t-~S~.!::rl C·..::· ·:4'! ~'?O 5 ~~ \!V,"e'f"1-s;:·p k~l"lt ,a SECTION 'CHEADWALl PIPE CUI.YER! HEADWAU.S --·-· -·-·-I 7" ALTERNl>,TE TYPE•;,• DETAILS OF i'IPE ANCHORS CENTER UNE WICNUMENT Noie• Wlen, I)> 54"use staooar.i w;ni,,all ~ ~L.. are variable Uu1,oht,os= ~ en fueu,,eofC.MP ..L.••······-- leHer In on,e on,.- Oe-ce:5.s !O be P./W ANO FREEWAY l'ICCESS l,!()NUM ENT AS BUILT PLANS Contra ct No.---~--'-"'-""~-~~ Date Completed __ _ Document N ~ I o·:o 5,iH l5'!o30f1l! I 30"!0411fm f.Q"m:,O"fi!I i50ic€/Hill &:J w;;Jtlf111 l"/Olorofill P,o, S,ze ls-'-crl Sire ~ Sire ~I ~ii.e ~ Si!f' ~ s~ .$~ ~ :,;,;c,r;! .'¥:-\?' v~•cv•c.sooo caps lr.d ,si\15-lo~ 5aml:' ti;1-~ :;s sJruts l'i:r-w :;; ~ !);)...,g~ fircc!'Trff';or, 4tr 4-it:.:f" 54· .. ~x-4" 6·0" 4,4"" ro· 4",,f 5·.ry-4",4" 66" 4•,,r fi·(J' 4"'x4" 12" 4a~4" fHJ" 4",4" 7g-4',4" IS·o· 4",S 84" 4"x4" 6-0- 90· ..f.i:if 6-cr 96' 4",, 5·.5· 60" 4•,4· r;.,,. 4;(0 75· 4",4" s-c· 4"',S 90" 4",4' 'HJ' .r,s· !%" 4",6" 5·(/" 6"x6" Vi:O' 6",6' 6"·[( 6,6" 135· c,,n5·-c;r 6'"rG"' 150" s·r6": (;' 1Y bx Er 10s· 86~; 4'·{{ SrS- _!_il.2:~•S-1 4·.o· S-,B· CORRUGATE!> 6"·0· ~~J:d' 5·.5· 4·.,r /'i·O-4"x4~1 S"-ff ,,.,, S·Q" 4·,414·.5• '5-fi" I 5· . ., s-o· flEUl ASSEMBLEO s-o· .r,o 4•6" 4·,6' 5'·0" 4",6" 3•.5·16·,,r 4'-0" 6,6 5·0"[6",6" ':jfi" 6"d, ,:.5· oxo 4·0'" 5·,s-4·0-5·,s· 36"" e·,s· 3·o'l8x8" 4'·0" S-, Ir s··o· s-,s· f;.o· s-,e; 4. C• "Q 4"·6" s·,e; 3·6' METAL PIPE 4·. 5· s,4.l4'·C" 4"x6"i 5· er ,faro-{·6"' 4"·0-4'1'4-;3-6" 4·,s14·-0-1-.0 :,-s· I ! I I I PLATE CULVERTS 3"·ii" 6'16-"' 4 f! r::,s· .r-o-6i6' 3"•6' 4·6' o·,s· 5"-/J s·,e·1.r-G· s-,s, 4·.o· if·C .. s·,s-4"6" o,s· .r-o· s·,g-46' 4"·!, 6".x:B· 4·0-8'",8·· ,r-6· 1-s· 1,,3, 4-0" 4'·6"" 4"·0" ! I I i CORRUGATED METAL DIPE AND FIELD ASSEMBLEO PLATE CULVERTS STRUT OAT-. STA:E OF CAUfORNlA W;,lOOf;ll Sze ~ 4•,,;:13-5· I I 1- I I I .. I 6'xs·14·-o- i ' -/ I : I I I DEPARTM(NY OF PU6L1C WORKS DIVISION OF HIGHWAYS ladder Rur:gs. bo:i:es ¥,;!!h i:Jept:-1 cf ,J-ft or g-reaie-r SPILLWAY ASSEMBLY AND DOWN DRAIN STANDARD STRUCTURES PIPE HEADWALLS-ETC. 50 - ---\.i!.,.th~!e,~ t'lt"i~ ~ s.firr-,,_oo ~¢ i --· l~-- ··,--r --,- Wu;jert for Pedestrian W::. Offset from curb to e--e1ie of shoulder ~ " length of rad X,; Dishnce frcm beg_innmg of guard raft at briug.e Y , Offset at each po,;t y X W•3' 'fi,,4•" 1 W•";,' W•6' I W•1' 10 OJ2 O.ll 008 0[)7 ' 0,06 20 048 0.4, i (UI 0.30 i o.n I 30 1.08 1.00 0.10 0.67 ' 0.52 40 1.92 us I 125 : :9 I 0 03 ',Q 3_00 2.18 i 195 185 , 45 60 4_00 \ 2 81 267 2.08 --ii) I 3.83 363 2.83 ' 80 )00 4 74 3.70 90 600 469 w 5.79 110 1.00 !;>:) I Uffset from ~ ofpa-vern-ent • y, SL W•B' 0.06 o.n 0 50 0 59 J.39 200 I 2.12 156 4. :,() 5.~6 6.72 8.00 (a), Offset from lo to? of~ curb face !HSTAUATIOH or METAL GUARD BRIDGES CULVERT MARKE.RS METAL POSTS FOR METAL GUA~D RAILING 3-3~ ::::eo Reflec.:crs c:r qt of Tr~fLc r\ow er 2-3~Ciesr =:c:fl~rs on Lt cfTraffic Flew TIMBER METAL ;8 Gauge Vei?al Fr5ff'.g ·v fer-details cf metal pn5t ;,e-t: Gu;dePc,,s LAMINATED SED AAO RAIUNG BAQS L(G EN Gtm!e Pest _t, Urreflectorizect re0 ectvf' ""nect:rs SiDE: i:lEJ/A1iCN STATE TAPER FOR SPEED CHANGF. LANES ON CONTINUOUSLY CURBED MEDIANS r-.... ____ ----·- .AD Taper AB BC c:l• AD A[;' & C1)' are Parabolic Curves W<l!h of Speec Change lane USU?Hy the sam1;;: width a-s the adjacent !ane The following table gives offsersfm,,-, a BViE UN[ oarallel 10 th~ EOG( or P,W(MfNT al intervals measured from point 'A" Add WE" f::ir :"1easuremef"',tS from edge cf pavement LE NG Tli OF ,APER f C(T 1w I 150 1so 1 240 no DISTHlC[ FR0,1 PQINT 'A" I - 15 10 \2$ 15 20 ,?5 !5 'IO 25 30 40 4'.'> l?.5 30 I 375 4:) 60 6I5 30 41) 50 60 80 90 45 60 I:; 90 12:l 135 60 SQ 100 I t2"C1 160 180 90 !25 t !35 180 2025 '00 l(S, I 1:,0 20) 225 I 110 i37Sj !55 2?0 2~75 120 150 I '(!,i) 270 1$ a curve, neither base line "'C'"' :a;>e::-t:€'-r,,,eer\ !3" f be a~:..,,;-e:.7 Use oropo:-tio:-;a! ~/rses ::-o;r, 3 • • ~e cc;.;r·ec cffset "[~is usua'.iy 2' alo~g outs:ce edge cf ['aVefY'le~t ;J:..;t :r,a_v vJ.ry 5orr:e cases.. PUBLIC ROl.ll INTERSECTION 1-s,r~-4 ~ I/T}l' Q,?5 ;•· \ •R•?',' --; -- h-,1 Yar_ I! i PRIVATE ROAO IIHERSECTION ST~TE Of CALlfOPNIA DEPAPH!ENT Cf PUELIC WOl'lKS DIVISIOt-. Of HrGHWAYS IZONTAL REFLECTOR UNIT W61R CLEARANCE MARKER DELINEATION OF TRAFFIC ISLANDS STANDARD CTURES GUAPD RAIL,GUIDE POSTS.ETC, '.:'.,,. .. ~h~ ? '----------------------------------------------------------•-------------------------------------=;_;_:,:c_;_ ______ _;_Q•~•~~l;_.:,_ ____ ::,__;__:, ___ ;__;_ _______________ j X X o,sign Dept Designed ~· Traced Oiecl<od Super,Hed By .l'a:•~r-. ,,1"y Ve"l BLVD. --- 7 RNATION AVE. MAC ARTHUR VD. X z a: w LL COAST (Ora-60-Npt B) Do mpleted ________ _ Documc.:nt No. f ;~.:o=;----____ ... _ ~-~-.. --~--- ! 'M ~; 1: "'·;'.): .,.-"· BLVD. CALIF \')<O C.~'"-'"'.,.,.., 't""-'~1! IJH'"'... '11:.~t~ _,i;;;:'.' ¥11 Ora o N t & 8 N COAST BLVD.a GOLDENROD -----------------------------------------------···-··••··-···-------------------------------------------------- COAsr X -------- \ \ \ --- AS BUI t N p -- No. ?oooo ,?Z'f I <Alff SI N ATl N LAN GOAST BLVD. a MJtRGUERITE AVE. COA.:i T X ;,,.. a.. u. 0 /,, a. ,, C. 7' ~ ,.,. I I I _) ------------- N ~f~•~:,r: ,~r:ii.; :irru~. ('z;rt~3Ci'.)r ~"f~r,,! ::'::,.Ht ctrw;~.e '.r:lm Cut • out ;-it,~sc. r;, us t ¥<:t1 a! ~ .. signs pr,-ste,1, s j0/'lp CA: PYlfl<e{.t;c,11~ m(!()@. p COAST BLVD. S POPPY AVE. X X X i Design Dept. ""·"'"' ,-.:•e Designed Tra:ed S<,pervioed BY \ 0 0 • \\Ji ~.:~!6 Dl ~(Ji\~ ,.'~:." _ _h~~I:_~: ---- p::;::,c i :..H f.:'> _,_,,, !lo'.ltd t~ t:.z E\:,::.troi;zr ot t11.~hn::-zotc.:;o !urrH!n mc.rC..Ufli were:-p ~1:...c.+roliu. fl V T 'N eccl~ to bt ir-sre1il~d. 'I C I __ C.. c.a b t t. ~ \ 8 \ I a: •• 4~-:~~~~=·:::·::::=·····=-===::=======.L==. =·.;r::,f'."'LL=--==--""'·r.,.;:==-=¥r"""""'""' ... """""'" . .,._,;;~~-~ .. :;;;_;;..;_.;;::;;;_:;;;:;;;;:.;.~~---- COAST 9~"'_·:i:-;."': J ;~; .'.':'"~~..,:,.,._,.,, r;i ·:.1_ ~ ~-~ -: :;..-c!:'7 St:-'..z."} :_!:,. t,V•o:~z [Ora-60-Npl Bl .,,,r;.. -~ .. .,.~--·-' "'"' __ ,,_,_, __ -------.. ------> > I· • • " I I I I AS BUILT P Contra No Date Completed Document No work on e1:trting series ~t Contractor rr,-.i-st obtxn c:i:y circurt c!erJ.n::-e teem too serving ooffi~ Cut-out p!r..:gs must be pu!l-ed and et worll" ,,gns p;,,;tod. befo<e "'1'Y ·,.Qtl! -~ \'!O,r-'e COllf'fi'.\JCf!S '"l"!;-vie BLVD. vOff ,Hi::: PLAN :i.cCURATE FOR LIGHTING ONl l SYSTEM AN ' ~"W"51"'"1 0 50 100 X Design Qept. ~ c.:itw- Qesionod ec 1·.:-4 X ,.·· • • ..• ~~~.---.;:ftT ____ --..... -~- -, :a:1';,t Ii, I>'< 'n~:1'',j b,1 ci::er.s E.ledrolic.rs to be. rcfocohcd ond lo bii. in.sto!!e,<l re.info,·c,_d ooncrd11. Paoific. !-Ida! Co. No. f,/3 i:> 13 ur:l1c55 r.ote.d othii.rwi:5z. shall te ieused. 2. 3 4. lo -'.>ho!! l;c the. Newpor+ be.oc.h at the :,ite.. froliers .shall in !:own o :,Johcn 5. bad loc.o :,hall I;,. Liqiifinq and intcrconne.,:;t conduit 5 1. for odditianoi liol'M,5<:e. I lH trori.sformzr in bo". with LI, fran.sforr.cu-., ,,;il b,. forn,sh,;d Contractor. f h;z in.stcirzd o:; .:;hown Plan.s, 5hz.d 7. Plans,.Shcd 5. AS BUILT PLANS Contract No. ss:-7Ve zs:_ __ Date Completed __ _ Document No . ..?oooo?z.y BLVD. -----t- 9 ~ ~ 1000<"" em!J"l! """!$ -circ,,,t;. C;mtnictor ll'ust oll!llin dally circu,t clearance from tho Sl!fVing mm- • Cut-out plugs must De C,tJJled &nd at -1<" posted. °"""" ""'I -. 2!1 ' NOTE: THIS PLAN ACCURATE FOR LIGHTING ONLY LIGHTING SYSTEM AN l PRO./lCT NOT':"S 5 .. "'r,~,c:::: C,7d ,f'..:f-ecfc,,-c.:;na'v,t shall .be ,,: all oll1cr conc/;11t ,s/:;o/1 tie /]iz; t,/-'7/es.s. o//2zrw1sez, r:oled l. c,ur:lv, I .sho1? 6e lend fo o of' ,7,:;,i' less /hon .50 ,nches !>dow /he f.7,shcd Jll.lrf'oc;?; 1n slree :f or,os, vc,pf behind cvrbJ.(Jr,: ulcil,Jhetf 5 3 Com1(/d tu1ru·;n,c, bO)(iZ:i or bo.s"-5 of' .,ff,uu:lardJ s/2all r;::aler from f~~ d,re,:hon of 1//,i rvn; /21{,:;d lowords o;::IMw.,,o , und ,I. j C, il fl) 14 f5 1/i, 1 9 ll l.'J l.4 /u,,,,,n,de I<> ;.,,,.,.,, Jf><tC'1-lor l:unf hcafn:,n of C4Mdud onrf .i !toll t,,, Cl-$ o'.uchul f.~ Su.-,u f:.,,,,. s,:,ck11d-In,,, for.tndal1ons .1/t,:1! iu: !.II .sfi:mdord, J//afl !x Cc;nd,11:;i.;,r;; ;;/:ol! .m: ,.7:wlot't:I ,.,,tn '/.,,.' M ""l(J and "l4-1 ~,;.,. • ·"' "'1.-/ohlf./ ;.,-rot" r,i·oGw·c \1,mbu-ol C{://>d;xf,,,-3, .1.~-,.,,:/,ulc ,l .1pan,. ""l.t. f:: ,r«h Hn, llH froruf,:·.,.,,.rJJ :n ~u :i.'1<111 u "'-""aS-&d ,,, Ouh ·'t," .:1$ d•hr!cd o,, ,;+15 si:,,,f. lo"'f•"!a1ru !i-,+:,/1 A& ,mdal//ut .>1> lhaf sfr,u.:1-s,"<J',r. ,s h/hul J• Ji/ le,, --/,::;I Ol• ,,.cs/ ,:,rn, ..r/~ shall ~ m.:,vnl',;.d '" 5aclc. ol _:u> ,., , ,,./1tss cl.;,.,r:,•,u1.5c r,ofed ~rd cv-!x:-•d!i she::/} :,,: oi.':::;.':ec/' ---ear Me c.-r::t o.1' each :.-,,:;! 1. .. C:mcuif c.--,cf : S<c cc/ad lh:s (c;,·c.~"" /:,r 1~~:, S ;;.,J/J k ;·es "4f·,'5,er.r; vs4.d .-fy t:-, mscn!)cd • Ti!,Jf'l/C SIGN.JL ~ ~If 5 frafl,c :..17/«:s:s bo;,«-S ,,, r.• J or mor,1; cond'uils shot'/ g,. fc',,::i,c:afd l'/.;; J!z._ j;f !"!.osf l' of .slcci:. :1,1ro:1 (1€ ,';,Ii :'or ~oc/2 cone/velor II? aocft ho)f l and 5~ 0,t: _,/ocA .$/'Joli::.: le:t)· /1'1 t:ach a,,,;! s,"!0// be. d11i:,c.r.: "'1 f,7 ,!fem ,c,-,:;,oc e 7301 1n co,7dv1 I; w.hdtn 1/nlvs ofl:ttrwise ,ndcated ;,N-4,,,-,5 /or ;0re-/,med lralfic lroflic aclaaled :'n.,-/hc m~c.7,'7,?l::al process. coadcct'or.s shall be m,c/ "'ICl.4>¥6 /or al l~?i.z/·1/o/s Cr: ~och s:dC' or ::;:,iC't:ftJ/" />°n. (,~7/°es.s s/1own ::."'-"/•;::rpvsc 1 drs _J:an::::.::.s //7s:d:: ..?.5',k .'.',:/•''~'· rtt:lcrr: R::..loy 5;.ono/;lc l TELEPHONE INTERCONNEGT ARRANGEMENT FOR WITH !t: vs-,, l r --.. --~-' ... r""' 3,) .. ::1uo _"¼ll.rtt c;:: ,S;;v1,"'c, COMBINATION 3-WIRE AND SCHEMATIC WIRING D!AGRAM TRANSFORMER PROTECTION f-"OR WET LOCATIONS SERVICE Z 1-"""7 5c-,....,l.7 nfcrst.ch, . .-f-:- ,_ _______ o.~f u:-c1:,/1r BANDING OF CONDUCTOR ENDS (See Note No, 13) Plans ShHt 7 of 10 l5 lie /5{,l?,5/9 JJ;,_ !Uf frvtUform-ers sr-all &. :J.E. Cao No. 327/31()4. or .'-Ir;; f.${. 707 0, Or ZI 5.ul~..:S c:irc;l/r ecbh:t. shall be 5C-CC! 11c,,/:'-_. "\5,NWG ... .:t,l.e shoJI t,,: C,17(};,:,ll, "'IO JI if&, 4/i;.4'. l H' '"'·:u.rlal,zd U.. A Mo /0 4 .. W6 ou·nn,,r,-iro,7 1;7 cond,ur w/1:':our a:-61.e .. p OJEc-r DETAI TRAFFIC SIGNALS AND HIGHWAY INSTALLATIONS i FLL3HER i======r~ l I I • ,1 l_.-~ ' I -• 6 .:=:.:.+. -~ CC,,TIIQ. DETAIL OF TERMINAL BLOO<S ANO CONTROL PANEL IN TYPE M CABINET Slfl.LJ<i>l'f 0 ..-sv,m;" @ l'UlC. "-'SE •ECE!'TACLE ai ~R • fl.AS!i • SIG>W-S>IITC>I @ ffl..!) >ME ~ ea.DC!($ (il ~Tl:!!"""'1.llLOCI< (i) --OUTI.ET IS A>I!' TYPE M ~ ~ 1.1t11..:rnu: LlGK!lNG S'l"STEMS TYPE A ~ l:U...TI!'U: ~ BEACON ~ BEAa::N TYPE A in"£ ' 1'Yf'£ !:I OVERHEAD • SER\l'JCE DETAllS SUP FlTTER "". SIGNAL HEAD ATTACHMENT DETAILS WL T'.!'U: S1'STD£S TYPE C ~ A B C D ~ ~ . . H J I( L SiGNAL HEAD IC:I Ill! Oo Tt;,o :COOd !I) .,_ •~i. W;i t,e 'f'tN li2 UNDERGROUND SECTION A·A ~; Ow upper btociet t)ffllt c:wi. ~thl aff4 untat bole in ~rd a :; E BRACKET FOR TYPES H.K. W2 &. W3 SIGNAL MOUNTINGS q,g &. Uq.Ptan, Shed 8 ~{ lO 1:1:; I ::·1 :: I ~l~fl Tot~ ~--~...,_J TYPICAL WAU(-WAIT SIGNAL 1· HEAD MOUNTINGS n SECTl0N BA.SE DETAL FOR 2 Oft 3 UGI-IT PEDESTRIAN PUSH BUTTON SGN F~W!:11 O:RECTIONAL LOUVER DETAIL lC .- Willi Slip !ittwl4i OE.TAIL Y TERMINAL COMPARTMENTS --11-~ TYPlCAL ARROW LENS REAR VlE\11 BACK PLATE PEDESTRIAN PUSH BUTTON POST §'(M 8 Qb§ ~"° !"QS(lJ fl!$~ --·----·--s~ - -----------Liw1,t'"II =<1,ii a Poli k> --- ~ -mc1ioNI Pf••--<ntoetw ~-dindi~ •qM11i; ~c1or Otm::t~ pnsw.re 4ett<tor Ct,a1rC!illf W•llt•,,d podoolrl"" •igool Troffie ~I~ &«I «T<:,G Ot\O face s.; g.oo! wit. oo<>.;,!•'11 ...,.., l••-l hdutrioil signet~ 2-eoioir hoe-d -,,,. • .;~ :..;1h ~l>Cl/.plol•l Eloi:tl'1>lior mm-.,,. typo .. m, mar arm c:i.;n c,l E!tcrn>liw. ll'tlJJt orl5t type Dtctrow. U!JO'jhl tJr,t ?,441 fri<Jft ~ bYHoa Pa,ae.r p,oit Tilljikone pol• Flrt lryd,oo! Fio,M~ b•;ie,,,, Si<;10I Wl1JOII liq!lts iooYOfed Overhro<! conducion STATE OF CALIFORNIA DEPARTMENT OF PUBLIC \'IORKS DIVISION OF 1-ilGHWAYS STANDARD DETAILS NO. I TRAFFIC SIGNALS AND HIGHWAY LIGITTlNG INSTALLATIONS 8 TYPICAL SIGNAL MOJNTING ON ELECTROLIER UG!-iTlNG tll'.1"1$ etruli Pede:ifria 6 cover Push Bu e ~en~ 'I, .,.,_,, A"'"'™ bolf'S of r,·-~ TYP£ I -A STANDARD TYPE 1-B STAl'.!DARD N0.3,/2 PR PULL BOXES for type rrtl)U('lfing lnlem,ctioc TYPE 1-C STA.NDARO MEDIAN ISLAND LEFT TURN SIGNAL TYPE {S<:,,,., -·,-·.-- To;>-"11 ,I ""' r,t:itt!Q'l rrcy be m'tt!ted ,f j0(';$.~ {)lt!1 l@adt 1$ _.,ws s.,, soc,:;,""" ~Q<lt je-~.o,,i) CONTROLLER CAEiNET PEDESTALS Note: U 1elephoM 1ine mte1c,;rrne,~tion is specified contr--Jter cobintts S.1oll hove 5 in<:hH of vertical cieor space f~11- beneolh oll Q!l\or _,pmonl, TYP!'.'.:AL OETAJL OF SPUC,NG AT TRANSFORMER 5000 CABLE SPLICE 600 'JOLT CABLE SPLICE ALTERNATE SHAFT DETAIL mcry be used in lieu of l\'J)O I-t a l·C '1ondafd> 8' lfpe .% C<mollor O:l!:>iMI Poi:loslol• ( Pip• •hofll STATE OF CALIFORNIA DEPARTMENT Of PUCUC WORKS DIVISION Of l<iGHWA':'S STANDARD DETAILS 2 TRAFFIC SIGNALS AND HIGHl'/AY LIGHTING 'INSTALLATIONS 4o/">rt.,.'e P::fe ,,i1!'1,.:rf P',4fe, H-!.e:J -""t:.4'1"t::ll PLAN WELD/Nu DE TA fl Nr:11 f,:, Sc,1/re ~" (-------~'-=~~- ( l:LE!1ATl{)N MAST ARM TIE ROiJS ANO CROSS P:JLE SPi!CE POli:." i!JI' ,;. 1-{35~6 .;,;',C,n<,4:> ~c.'~ ;" -~ent as sf~_ 6":,-r t"t,¥." _,.,_~-:wo .;rd :.-.'fl ,,v;;~·i' e1·s each Se-t ,a; t,f ik1 TYPE ID