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HomeMy WebLinkAboutR_5078_SC .. INDEX OF SHEETS Sheet No. I Tille Sheet • 2 -3 Typical Cross Section and Layout • 4 Standard ?;on • 5 -12 Signal Plans I \11, 1 I I,: COSTA I\. ESA In Oran CONTRACT PLANS Contra ct No. z.a:z o/tc I Document No. 71700:1:0t OF CALIFOR.~IA TRANSPORTATION AGENCY DEPARTL\'IENT PUBLIC WORKS DIVISION OF HlGI-IWAYS PLANS FOR CONSTRUCTION ON 1fATJE G County. in Ne Beach on Arthur Boulevard at Ford Road Scale in feet 1000 0 1000 2000 3000 4~00 5000 Length of Project 0.2 mile T HE;(;:::g':"' CfR'1'TF'f Tll,\T T;t:;:;:. 15 A Tt<UE A:rn U?:DF~ :-tY DIRE,:TIO~ A~D GONTWOL GN ·mr:; :J.~on2: ,u.:r:~EC:itIZA~Tn:; :n ·r11 OF nm~ IG BEACH 02 :,n;:; :.,q,::::~: ;·.,c:;:·1F~:·:s TAt . .:::N :Tr;, -::.H,1::0:.;:n:. r:.1:1.::;u:.?rr. '::"C' Approved __MQy 23. 1965 I Tl!IACfO BEGINNING of PROJE: ION 227+50 B.1'11.2.31-A-GO El.EV. 202.15 SU TEE. BAR FLUSH IN THE CENTER Of WE. MEDIAN Al STA. 230•G4 MACARll-lUR BLVD. B.M. IS 125' SW.FROM A ,fx4• POST SliPPORTll<JG A "ENO !)!VIDEO ROAD• SIGN AN!) ll'..3'' N. 'E. FRO~ PP: Note: I 1 2.33• 50.00 !'O.T. 4:. MACARTHUR BLVD.= 0+00.00 P.C>.T. 4. FORD ROAD FOR R/W PATA ANO ACCURATE ACCESS DETERMINATION, $.EJ. R/.W .... t'-E.CORD W,95 AT OlS1R\CT OH\CE. END of PROJECT STATION Z 39+25 -----------------------__ ·o S!l°47'49'E BLVD. JOJN ·-·-"'I ... -----A.c PAV'T. ✓ <; -------------·---- ME!JIAN j ~AND Sia. 233+00 fa La. 233+10 cc"'' p,;i,:t -..,,tt-, WIDENING Sfo '.292400 to 'Z35-t3 ! \ di~'.'<! to r-'ZG '-1'-~-T-H_f_i?_T_O___..., JOIN 81'51'. ---------------:;;.;;,._-__ -"" -e WIDENING B. M. 235-A-60 ELEV. 1":let.04-Sta. ZZB-+50 to 23?.-+00 E!A.~ ~ 1HTHECE1'.fr£~ OF BlVO. l'::1 ANO SW.CF SW o;: n!E l~E.cnor..1 OF i70Ri) A~J!;t BLVD. MEDIAN Sc41 f· 1" -• "'So· OG.1' -l are sub;ed fo foluanazs ---+-----· __.,l Slarxfard SP'fc/l7cahons I : l-=--==== Sta 232 5 to 239+ 25 • ... -~ r l : ~: ~ ASPHALT COIJCRElE AGGREGATE BASE ( Cl. 2) ORIGINAL GROUND 11 ., ii l1 I I I I -:-:::::::::::-::-+:--:--=-r--:-=-r--:--r--:-r--r--:~ ~===========:Jj 07-0ra-73, P. M '2.0 MACARTHUR BLVD. AT FORD ROAD TYPICAL CROSS SECTION 112" Longitudinal Bar I I ,, 1/2" Dowel Spaced 4', __...l • Min. Lengtn a"....--u DETAIL 83 CUR 8 No Scale ::::c=s=. ::::;~~ r'-=--1~::t==t-::::--::-:-t=--:----:-t---:--t--:---t--=-t--:--t---:-:-t--:--t---:-:-t--:--t-:----t---:-:----:-t-:-=---t--:-:----+-:---t--r--i--t--i----=--:-:i---:::----t----=----;--:----,----:='- = - r - , . ; ; ; ; ; ; ; ; ; ; : i : : : - - : - t - - : - - - t - - = - : - t - - : - - - t - - = - : - t - = - - t - : : : : : = t = = = - = = t - ~ " ' 1 ~ --:--:-t--:-7""-:--_,__--:-_r--:---t----:--t---:---t-=-r-t-r=-t----:-:--t--===-:-::---:---=-=-:-i--::-:=-t-:---::---:t--:----:r---:-t----::--r=--t---=-==i===t======t---1 t'-m I I 17 4 231 2fl3 234 I t'.":i 0 At:·;HGH '"" r<ACT PLANS Contra No 7-oz ;t1,o I • ---~-~-'----=-''-'--- Document N "'·---'---U-'-'-'-"-'-J.W:.L_ MAC MAC ART U A.C. El<lSTlNG 0 LI') -,-·- ,, A.C. PAVE.MENT •f . ; 1-----+--------jC-IN _____ +--------.-rc~--...... ~-+---:~'!?-+--:e,,.---:i;-90-_""',J;>;,~.,,-.--'r:'--j-O_lN""",--------;-----------, ----__/____0l_ 3• ST, WATER LINE IIJ A :10· I CUL\IERT APPROX. :,o• UNDER GRADE 7 I TROUGH 2' WATER LINE I R/W ~239-----'·~------- !, Jj t I 1 EXCAVATION BACKFILL -l I''--I I' L- CUL VERT IN TRENCH --I !'I--l I 'I-- CULVERT IN EMBANKMENT • inol G«n,oo -l1'l--l 1'1- GRADE TOP CULVERT BOX CULVERTS Too of eu17ii-----15' ...j Roadway Embankment Roodwoy Ernbooktnerit al Finished PLAN NOTE: Slo?M end dimensloM Grode moy Vf:lry lo Iii field COl'ldition!l. BACKFILL SECTION * When concrete is being poo for as Class A Concrete (Minor S!T~l the cos! of Excavation ond Backfill is included in lhe price paid for Closs A Concrete (Minar Slructure}. RECESSES AT CULVERT INLETS All Ditch Excovo!ioo PAVED DITCH Payment for excovotioo incii;ded in the price poid for roadway excavolioo. SLOPE ROUNDING Grading Plane DIKE AND GUTTER EXCAVATION BACKFILL SECTION B-8 WING \11/ALLS EXCAVATION BACKFILL Grading Plane -!If Wher'I coocrele is being paid for as Closs A Concrete (Minor Structure) !he cost of excavation and bocldillis included in !he price paid fa< Class A Concrete (Minor S!ruclure}. EXCAVATION PIPE HEADWALLS BACKFILL Dil riginol Grou B PLAN Of WARPED WING WALL ~ACKFILL ~ SECTION A-A Boc:Sfill SF.CTION 8-8 Vi!ARPED WING WALLS EXCAVATION B~CK Top limit of structure excovolion and backfill is original ground Top limil of structure excovalion and backfill is original ground if ditch is not excavated. if ditch is no! excavated. CONCRETE SLOPE PROTECTION MONOLITHIC CONCRETE SLOPE PROTECTION Ditch. ,. Excovolion Structure Backfill Original Ground Cl. ti) -. ., :0 .51 APPROVAL RECOMMENOED g ~ 14-D+I --f SECTION SECTION Inside Subgrnde Area Outside Sutgrade Area Dtl'=Side limits of poymenl quonli!ies fur structure excavation and bockfilland fOf permeable material. FULL CIRCLE UNDERDRAINS 1.67~~ SECTION SECTION inside Subgrode Area Outside Subgrode Arei:l l.67=Side limits of pcymern quonli!ies for structure e:iu::a.1atioo oncl backfill ooo fur~e moteriot SEMICIRCULAR UNOERDRAINS -~--tf''i.'JtJn, S1olt H,~h....oy (1'1QiNttr -Br,d;u ---~~-·<~---EnQi:onr~ Regiater~ c:vil EnQit'!tJtr Na. $831 JCWomack S!01«-H<;l"'Roy EnQinee-f' R~~i,sftr!d Civil EnQ~Ur No '.';i'~M'5, LEGEND rnz:a Structure Excavation S lructure Bock fill ~ Ditch Exca11o!ion l~tie¾§c] Permeable Material illlilll!llllll! Roadway Excovolion ~ Roadway Embankment ~ Original Ground l ess on 12' Roadway CONTRACT PLANS Contract No. 7-a:?lt,o 1 Document No. ZMo<IJ/t STATE OF CALIFORNIA TRANSPORTATION AGENCY DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS ROADWAY EXCAVATION-DITCH EXCAVATION LIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL MISCELLANEOUS A62-A I )( )( R/Jnbe:1 7-Mi ,<;1 1TRAFFIC CONOVCTOQ Jd4 Ct/i't:Vll 't;P,Lr·~=·• I P..,;b ;_;i,;P',',J:;:__l _____ f-..c._+-;;;_+--1-'---! ~4,-:¢~~~,-~-e-.~~r-,-:r----,--r:---::c--2..---:::-"-::--i <li .• 1 ',!/ ------------------------------- CONTRACT PLANS Contra ct No. _..,..z; .... -0""'2=-'--it;=--6 a_l_ Document SCI-IEDULE. '1TE: THIS Pl.AN ACCURATE FO ,IGNAl.5 AND LIGHTING G:'- r I I. ?. Pl/ASE DIAGR..tJM For Gc11,rr11/ Nuf1111 so 51And,rrd t:iu'nil.!l Na. 4. n7C?verr:~nJi11 ·cabuur.l. iJlflcctl?r.'I l·S-A r 2•S-A .'11!11I/ be dia,.,1•11•e:ted wlun a call t's en ila 4-'!l:;,,::iahd lef'f·lurn un:'II Iha:' phase limed owl ,v<u,p/' A't,uc i 8 DCC\ l'EN-1' 'I'A...":?-.:N FU?3UA1i'l' ':.'C ,) ' () I • I f TRAFFIC IGNAL PlA FEET ...,,...;;,, 0 20 AO 60 f\ 1 I Nol1t:1: Prnifion al flilff'llkll' «'V'Jipmrnf lo ~ dl>f"1f'!~ 1/y unrl11g utility. If Sl!'r'lliCII P<}f(f lg llfillfy $l!'r'llictt riur $hdl be funtiV!f'd ctN!frm:lr,r ofld in:;;tallt!d by t1fqt11 (Jf!fflff polll'fl, fft4I smnt:e IJlall b/1 fumnht!d l/7t!II l:t:lhf~. s«rrice rlsN ccn<!vh $1'1<111 be t,,rmil'l{tlff "1i11'1 o sN!rir:11' ""'"ttmrJF st.11a,r11H um~ to l)i"'llff:nl thtt ff!~,, of .,,qp,,,., 011 approv11<i by slfn'inr, ufilify. Ros/ling !H«Olft a:,ntrct ,,m, stnrit:t! mtch. Utde,r s,:u::Juet l>cz ,,,,Ml ~fht!'f' m(t!l1"1:fl dn:uif closing device or sp«II' for tnt iJ!oct as sp«ifiH. TELEPHOtiE OR OVERHEAD !fITTRCmU~ECT TYPE H Riser Suvici, sm·tc1trva/f "7" 8 current rat;·1gs as reqvlrrd. c-.,;, tali,a,t,---+.111 flr,f lig/ltf °" ,:,i,rf rotf H: r1• ,,,;,.1 Grool'>dl"ff CM<fl,,:f<J,r Ffl(;f}W"J' ,,,,,,,, 1>e v2•1:o,w1,,;r. ~~~t:1 UUL T!PLE SYSTEU TYPES J a JU T111!11phonff ::u po,,,,r company man/la/ti. Ccnefvit tot controller or relay cabinet. E:xoct locatioo to suit telephone co. or power co. Whe,7 containing telephone cable, St.l'II' she!! be 1-1/2• and minimum bl!!ndin i radius shall be .J6. UNDERGROUND ELECTRICAL AND TELEPHONE SERVICE DETAILS GUARD POST C0t>duif CONTRACT PLANS Contra ct No. z..a.2 ,;60 ,J. Document No. Zllaoefh/ ...... TYPE A .,_ NO SCALE NO SCALE 1,::." Conduit~ 10"' Olamete-r precasl "onr:refe /Jar. lrucritJe "Ground~ round clamp Ground clamp and required fittings must be accessible. Conduit must extend to grr:nmd electrodl! to ground wirl!! from ml!!chonical injury Ground electrode SERVICE GROUNDING NO SCALE "I It ' " ' l : tr/' ( ____ j A,hrt JLG_r_o_u-nd_eLl,ectrade Face of wood pole or face of concrete foundation for sfttl pole. TYPE B Notes: Wlten 111attr pipe is used far gro-unt:f, wirt!' shoff be enr:lose>d i,1 qatvanized ri('id conduit, er equivalent mechanical protection. Rod or pipit e-fectrode$ shalt be driven to a depth of al feast S ft bela• surrounding grade. {Use "'"""' urvir,9 uN!ily rtq11iru NJ" bt4w,en tlectrodfl rmti pa/1.J /rfstal!olicn shc,m i1t for sitfe.,afk or prnt1d areas. Omit concr1?e lioN and !aco!II' urcund clomp and fillings abo,e ground;,, 1111pa,11r1 r:rr1111s. 4() I COPY OF THE ABOVE fJOGt.!r.~rr TAf:EN SAC'i1Al"'::-::;TO, C::ALI?ORNIA FUTISUAI-fT TC STATE OF C!IUFORNlA DEPARTMENT OF PUBLIC WORKS DIVISION Or HIGHWAYS STANDARD DETAILS NO. I TRAFFIC SIGNAL AND HIGHWAY LIGHTING INSTAl.LATIONS !-.1, TYPE R CABINET 2 P.C.C. PEDESTAL FOCNOATIOP# TYPE II CABINET Pc;(_,.. fNJ1;1,~. ~.uxiliary Door Panel l !+:.mlal, bt:;U,cr.t/ f«mfloliomkltnl1simtl1ril Type / .:J/,;,nd?Yrd. ( Vl"Mff:tl olberwin &Haft.s:f J /Jack z. ('r:,1,.,;..,,1:, 3/>4// b8 p,'T)Vti:l1d wlln $/1p NU'#P ·'" RMWJ~ em ., 'l'J8" a a ~$hi. .,_ ~Mt:!.,,.-,-le.vol MUii tJc ,1 Ve" a a 4. The d'is/qnc11 hi,.._ fh,, WI.Ml'!' or 1M "'1fllh:'llcr ctrAtiH>I iNd k/o cl' /hi, /~I/M .v;.g// 1:>8: .,,_ 7" ror ~-1,im,n;/ ci:,n/,,,//,l'l'JI' . .'J'· 0 • la-lrt1/li'c 1c/ue/,n;/ t:'7,l'l/n()//t1rs. 5. CoMfulf beh!ltrtt-11 foondathm ood adjexenf pull t,,:n, Frimt !!ii~• 1f1 pull l!Oll shall ~ 2· slrtt mlfllfl'HJM. PEDESTAL AND FOUFIOATION TY PE G CABINET TYPE G ANO PRE· TIM£D CONTROLLER CABlilETS GENERAL INST'ALLATION NOTES· ALL CABINETS 1 All cabinet dimenslom; r:t? nomiflfJI 2. raumfatioo:1 sllall 1w located fo prorirfe 2:0• minitrn.tm r;fearonce lwtwun '""' af curb 1111tf ood of t::ab,net. !J. OM tJIICMN' bolt f.llcll 1w !Jo11r/t>d to cett(fuif or ground 111ire. 4 ff fW/~Ofl(I itlterr:ooned is ff;j'Ciliff a m/11/mr,m of 5 inclles cieor w:rli/:ol SP«tl s""111 N ~ft /wfltttfil otller ~tp,11:ei"!f lfl.• 'dr ,abi,-,,f. 5. Nor mart1 "'° cofld/JCton fn,m o dr?IH:f/11' or p,ni'l-tx:tto11 circuit shall H COll'~'l'IHJ fO a f/Nll'ITMII QR the twr:,,fl(l/ l:t«Nrl 11'1 tlle cc,nf,C,/!11!<" roblffef TO ACCOMPAflY PLANS SYM80l.S FCH f"QUtPUENT rN A !NETS ti Nl41J/ll'>Oltll 1111frco,,n.q,d (I J,M." a:,,,du,/' $ht:Jll /N 11'#111/ld lfl!Gl(N Ml# 5fffl OI' ,_,,,.,n., l'i, a p,t I ;nd, obtmr m-finisM!(I :wrfal:II' cl ff'lc l"CC. 1«1PD1'a1:i.,.. Cartrtd(l(f h1Ht1 m Pllilfl f,n.rs s ot"'1r cal/W>(!,fl CDllfNJIIH • Fltn/1• s-tcli F1{11d ""~ m,,,,!ffll bkH:b ~t tJ1b ""11':II sl>#lf ~ $/7«ihH hlnlic:rr door lla:llb ,,...,,cfl N $tt111dard pl:,g reuPphu:u, 'lfflk co,,tt;,;f l'1rw>N /!JtfWfl(II hfJ!lt and i:(lflfro/ rel/Jyl top !h:i~ _, ,_. llXf!Nf'l/i'f ftJR fflffl ~'Cf'IHJ 54:nMlf#l'd W/f ... ,, IJ • l 0Drc,a p,p;t "'d!/1 u:rlf'f!111 Dll<'l'.ttfo7l $ilCfl Nm>iMI~ mo pullf:/1/U OOJ(JC«'flf ftl the /b.Kl(fafiofl. T m ""patrH CJ!'Nfl, a n,iffd /ICC pad of 2~6·,r~~o· so:-,· fi,r l"y~ G,M Ofld p,,-rl~ c:t:lt'ftr;ill//lF a,b .. ~.F,J (IMI of 4'-t4z .J:o• s o'. ,,_. for Tytw R ro1J,11ets wit ll:r ~ m ltW1f Nell (Xl'ltrollw r:olnnet IJ In 01,.,,.,....,,M f/ff131 tr;p of '-'Jofl!(Jn l'cr G,R a.rid ~-ttmtt a:;,,fr,:,ltrr mbmefs sl>l1fl ,N u,m:i,,mill'l{I ,rod/If. In JHlr'!/MI OflffJS t,;ip af ftl<,ndaflOl'I $/'Jell !Jl/f lff'el mfl, mtr-d1t>f1 r,adl'. Ancll« f;tl,lt,, !Wf'I end"""""""' 1!'111/f btf galvl!Nud. I.JXOlion:I ~ fc,r ~~fi!I ty;i,i:al only. If. Co:,troi/lf't'!J a,,(! r1>klys sJ>aJI N Jtxa•«t lo IN'l'mif easy c1'fd safllf rl!ffl<:!'lfd from~;,, ,.,.,,.,,.,;,,g_ DETAILS OF CONTROLLER CABINETS Banona plu~ end jack. DOUBLE POLE RELAY NO SCALE CONTRACT PLANS Contract No. -C.::t.L~~- Document No. Z,zao<'/LZL_ DETAILS OF SIGNAL LIGHT RELAY BASES AND RECEPTAC S SINGLE POLE RELAY I HER2BY CERTIFY TH,\'!' TH IS U:Hlft< MY DIRECTION AND At:'rHCRIZA'I'Iotl R'f THS o:REf;TOR ACC:UR,UE COPY 0?' THE ABOVE DOGUME!'-:T ·J'A.KEN SACR:..r:B:TO, CALIFOttNJA PURSUA'iT TO STATE OF CA\..ll"Of!NIA DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS STANO~RD DETAILS N0.2A TRAFFIC SIGNAL AHO HIGHWAY LIGHTING INSTALLATIONS X X 1•x5• Ha"dttole Ill Coo, ~5•1.0.U!a ,,U,ffl!@. 3/Af'N. 18" 011eh04' boll. Thfi!od 6~isil'!I 2-nutt and 2- "'cshen each. L11ngtli don not l!'lclude so• Mild. 4")t g" l?t>I •· eo,.I Ito<, !>l!MJ fie~ F. !Io --5/S"x 13• Anchor it' on<! to:!!. Ltngttl d.iH oot lnetudt 90" bll!lld. s,• H<in<!hole ond """.,. /-5• I. 0. Uin. cl bou ···-112• !le.,. plat• TYPE l·A STANQARQ TYPE 1-C STANDARD NOTES: I. Stw:uiord:s ih-::ll IN! !O'-o" for vtlllc.ilar $ig!l<lls ond i<ll~-turn nhlculo 2. Tq., of standard shall b<I' 1~1• -.i,-uou cs ift T1111e I-A.) 1•-o· ~ ptt:!nl'fian units!! clh<llfWlff no Itel oo 111-'lnm. 3. Conduits sho!I extend 2• ffl<lit. oboV11 flnlshtd s·,rlcc:1r d fcuooorion and fi:>t' Trpu l·A end 1-C Standmds, shell be a.!opll!d too,,cird homlllol<11. 4. One ancoor bolt shall !u1 liond~d to coodult. a Conduit b<llt..een stond1m:I and adja,~,t pull boa shall b4 2" silt minimum. s. In 1mp,::ived Ol'tos top of foundation 11'1<:!II b11 It' ol:111"11 111rr01111di11g grade. SIGNAL STAN NO SCALE 1'"'11e<:IIM ~ -l!o9 T·fllllnt ..ttt, !::§ © l>M --~. tcl ~ I?) © TheH olg""I• foe• inl•roK!loft l'!o<:!tr,lol ll•d loovmtd Y•II°"' l"'1ffr11d l2"G,,...,. om,,, (Uni• .. o!ho........, IF.<ll<:Glod "" P"""'I A:.] ® -otfool •Ill> fill-or !Type II l ~ a:.! (t) ~ It.§ 11"11 ,..,_,, -...i .,..._,,....,. §.:2 ~ LI © ®(t) (t) ruJACKET MOl!t:fTINGS Sj>K!d --~ (Ullo, c,,iy ... IIOll!d 00 plons.) AND MJlU MTU\l GJ! 1\10 SCAI.E ~ ~ @ 20 APPROVED F!SHtJARY' 196,4 tl ,,,.. •• ,'; 1 .,; /·7:_. Z: ·_,.z_,, ·_,,<:..:,,,.~==· :..· --- TRAFFIC. EN~-~}'.}t,.RECHSfEREC ,__£_ :i/), e~a.r. Top Moonlod ~ Sl<lo Mountfl<! Sfip Fitter. Wse only when noted on plons.) MAST ARM MOUNTING Bod~ • VT"" A-6 w ll•T -lncon.deu:cnt sign l>gllli"'Q flduna. ON TYPE 1-A,I-B OR l·C STAtmARDS ON TYPE DI OR D!I STANDARDS Sli1> fitter IU NOTES: I. Mountings shall be oriented to provide mo,imum horizonlo! cleorcr.c11 to rood\O<ly. 2. P~utrian standard nearest crosswalk cootroll?d. 3. Brocket arms sholi be loog enough to permit proper alignment TYPICAL EQUIPMENT MOUNTING ~ ,.....~,..;.,..;=-i-i;,-, ll'"~nio"-' ,,_,,,1., 1• m!i.. gehr. item pi~ flttu IT:,pe I> 5•11114"1 "'""""' "l"OI..E PUITt' doteil .. ~-Tr,,• Holo lllro.,g~ !For A·I a W·I mountings) (Fa, A·38A-7mr,Mi>mcl, •lip fi!ttt. . • NOTES: I. All threaded open,ngs shall t>e 11/2 I.P.S 2. Serration in filtings shall m<ltch those on bottom of signal hea.:!s or in lock ring. 3. Top opening shall be otlse, when backplate is used. Lock ..,,- Cu~d to flt tfondord 'i ·~ ulouf ON! hoekplo!o for 12• rO<I. 1 112• Nipp Iii • CONTRACT PLANS Contract No. z..a2lt,a./. Document No. 7&20</01 NOTE: ·- 151'6 21/~ .. ,vs" 2ll!l·1 SECTION A-A Cutout and backplate for 12" green arrow Drill signal head and attach bock plate with (6) I0•24min.iize, self-topping and locking stainless steel machine scre.,s. NOTE. No l><lekground light DIRECTIONAL LOUVER l..ouvon ,tioll bo Hcur..:I in ploeo with one p!o:tad bran machine 11cr1w and nut and oriented Ofl dlr0<:l•d by E09lnnr. • SIGNAL HEAD ACCESSORIES NO SCALE lo •h•" bt:twHn ploto and h~. !3ACI< PLATE Aftor ,1gnol hai l>ffn plum bod and ,owred drill 7/llii"hole through -Ol'ffl In Ii"" with holo !~rough •111> fll!or. ' Ploeo 3/1/(' 11"l•onlud boll wl!h ,,,,.1,,,, •fl<lff boll heod thro1.1gh holo and ...,,,.. wl!h two nuts and a waaher. Slop -· steel set screws. SUP-FITTERS FOR POST-TOP MOUNTING Lserralions ~5/16" ~;/lll" aro .. Un where lockin9 ring Is not integral with signal head Ring to b• ol brou ,of aufllclonl c:ontoc:t (HN to cover flange on •i<Jn<1I hovolng. LOCK RING SPECIAL 90" ELBOW OM for itaeh feet• ucept lhOH with •peel a I ollp fi!!or m0<1nllng. §IGNAL HEAD ATTACHMENT FITTINGS NO SCALE 112• Standard l><ll! ;.:adm!um plated or golvanlud NOTE: On uppff CIOMP omit oo~lf ~uM• on center holt in standard. POLE PLATE NO SCALE STATE OF CAL!FCrt~tA CEPARHHNf Of BLIC l'fQR~S OlVIS!ON OF HlGH:'A'!eYS STANDARD DETAILS N0.2~8 TRAFFIC SIGNAL ANO HIGHWAY LIGHTING INSTALLATIONS Not To Scqle DRAWING NO. E~ I HErt:::1! CERTIFY "S"HA'r THIS TS A '7'RUE Ai\D ACCURATE CCPY OF ':'HE ABO"l'E DO'.:ti>-r:;~;':' TAJ<:~~ lI'.:Ufrl DIRSt:1'IO~: AN'.) or. '!"IiIS ,ATE IN SACR-H'.i•:~:To, G.~LIFCR~r.::A P'JR3UANT ~c BY TH:: ~rnr: .. TTl!:? !UB7' re WORKS. '' /' X --x----- X -l~ ·s· ·c· ·s· • I I STRAIGHT SPLICE (600 V or 5000 VJ I• -,~ •s• ·s· . /i,,_ 600 V.:,lf 8, 6 M 4 Sffflf'ldH 5000 Vall 8 Seiki T-SPUCE 01!,IENSIQNS -!11d'oft 600 VOLT"r SPLICE PROCEDURE A.~ ltmtk:fm fmmHCl>r:mtll.ldar f't:fl dbkll>t:t! ~ ff1 ,:ff-,,u,,, 0. ~ Pff'll/d!ing. IJ. Trolr; ~ tmd pl«:fl! ~lbr, ~"'II _,, !NMt'd ~ ~ C. Crimp <:cnt>tt:tor. II crimping fl;J,cl is tl()f ~ ~, sddt!r aimp COIJt>tt:ffM. i.,m, ~ Circuits I0-600 ,e!fs) Me!lwuf ::t• I. A;,ply ON ccof al robl:H!r ~t at>d al/cw t, dry. 2. Apply lo,, vcMage ~ lo a tlli~ l!!(/00/ Ir, engincl iM:llk#it.;,,,. I. Apply ~ r:OOf r# ruf:,f>H Ct!fflmf and all-to dry. 2. Apply lligh W)/IC!flt tr;~ fo 11 tflickt>H:t equ11I tu «iqir,a/ 1iiS<Jkltkm. l Apply fl«! klyen,half k!~ of syl'lfflf'fi<:,oil rwstonf, mf fusing rob!>H tn~. 2. Apoly .001'" flu'cll P.V.C fop{' ta" fflicl<ness !!'qi.IOI to ori(;inof inSJJlot!Clfl. .J. Apply fw la,w;s d esp/loft imP"rJMfe-d, opm mi!!SW fabric tape and fuse in. GENERAL NOTES l All di~ OF/!' nomit>Ot. 2. Rubbw fa/H'S sh;!/ bf' rolled cite applk:ation. 3. If P.V.C. /c,,,r ml~ fop,! is tmd t.1S a fiMI !ayw, paint finish/Af split:<! with ftf«trfccl lnsulofiflfl coalfng. SPLICING . brass stud ix:Jlts, nuts and wasller:;,2 pl!r bax. Recess <:o~r for nut. lh>-'~..---51!':I around condulf-~-- .,;tt,mortar Gt-o4Jfl<i red .,11e,, st,Kffie-d or ""'4-n J>oz lffNsiu tn:,nsf,:,,rme,-; SECTION /Jr-A FROITT REM (Type A (Juh:fe lllar!rer-No ReffN:fars} Cfl.'tln t:ro'JM'rl roclr sump I. II/! • ~ s ~ ,, I 1t .,Je; L t}.;,, M.; z L Blf'>W e,,,;ts tr1 flt lip Of boL 60 '-30 l.iJ I:: ~ 0 ~ ~ ?.O ~ ~ 60 c::. 120 90 60 30 0 30 60 90 120 01srANC£ IN FEET TYPE m S!til'ldtd Hig!',-,,oy Llg/'iting Luminalrt.'1 30' AIQl/l7fii!g 11e;9hf, ;_,qooo Luml!ft Mercury Vapor Lemp ISOLUX LINES OF MINIMUM HORIZONTAL FOOT CANDLES Oril.1 ood coontt!r sink for ~-fl t7f hl!'atl $Ct"l!W I:!·~ SECTION A-A k-II ¼-Ballast lia,,r;rt>,; II "4 x 1t "4 PULL BOX MARKER PULL BOX WITH TRAFFIC <lJVER F. B. ste-e-1, c<1!vtmi.m:f. Moonf /iaflast handle-at balal'7Ce' paint BALLAST INSTAU.ATION IN PULL BOX NOTES l Use sfttl CCltll!r and spec/al CClf!Ct-efl/' fO<Jli"fl, as shr:r,rn, whm box Is tr,~ lnstol!ed where subj~t fa traffic loads. Sitt/ conu shall have embossed :1011-sl<id patf-r!rn w!11m be.rt is placed In pavl!'d or sldt!wa!lr areas . 2. Slttf reinfr:>rr:ir,g shall be os rt'fJIJlarly tl!IM In flit!' standard prod/JCts of th!! rl/'l!{)«tiw mcfll.lfacturer. 3. Tep of pull boxes 1th all M flush with surrounding grade or top of ad/111:Mf curb, excl!f)f that in unpa111Ni arNs wt,,,re /'!tiff box is naf fmml!diafely acfjacl!nf to and protected by 11 concfl!'ft! founda!ion,pofe or olhl!r protectlw constructlon,tltl/' bor shall be buried I:! Inches below grade and shall be mar/red by a pull box marlre-r placM odjac:mf tu the fXIII box. WMre proctk,:;b/e,pul! boxes shown in 1111! viaiiity of curbs shall be placed odjacl!flt fo the> back of curb, and pull box1N1 shown adjacent lb srondards shall bt' placed on side-of foundation facing traffic, unless ofhl!rwlsl!' noted. CONTRACT PLANS Contract No. z..a:2 ✓6° ./ Document No. 7MrJef111 'l'ilUE AN!l ACCURATE COPY OF ?HE ABO\f~ ::occ:-i,:::r ?Ar.SN ;)ATE Hf SACRM:E::To, 8-\LIPO:rnr;. PiJRSUA.Y!' ':'C \JO,RKG~ ./ No Scale 0 OEPARTWEtff OF PUBLIC 'YUHtKS STANDARD DE ILS N0.3A TRAFFIC SIGNAL AND HIGHWAY LIGHTING INSTALLATIONS /0 I.Al!IE 3 LANE 2 TRAFFIC -> OIMCTION 0.5 IIIAX. DETAIL "c"· DIAGONAL COFli',iHI CUTS TIMFFIC' COUNTING CONDUCTOR COl.0!1 CODE 3 furnt1 Type RHW nec~ jacltl//f"'tu=-I, __ , O .0.1'mt:nr l. Qfttl I 2 3 <'f, 5 NOfll!I: Color Red Y111/o,,, t;rqt,n l11'1Jtr Mlihl t::11PP" 11rir11 No.12 AWG (!Jlocit d insulotiM for :sig1u1I$.} 1. s-,ro.w: ,,. povemenr for too pg_ ~qrners ,.,·cy t:1<1t1io,;o,-,11111:1 .;ho .. ,, in <lttfoir ·c • Use t111i1tin, ,a.,ttfi Joints "1hfln pcuil!lfl. z. J. "'· Ovlllrlop t:tJI$ (J# all (;Ortl/11"$ SIii slots 01'1/1 f11II <II/IJIII$ a, (;(/,I'll/ff$. Push .,;ut in with .,,:uu!. Oa ,,,.,, use sue.,,driv111r a, """" melOllit: instr""'""''· P,,,,, t:1.rM dry white $iii,:" st1MI ;,. zlr,t to,:-c""dvc tor,;. Fifi #t1f mtll II/IJt;t,;,, ept1,ry ,,,,., ,:,,,.,,,,..,,,,..,, to •1,i,cific,,n,,,.,,__ l'lrfn"1I ""'"';"" c"""' dr; ..t,;,e Jlifi,:11 ,,,,,,, ,,. """" ,;,,,. l.tl'rM-iJJ "'irt11t for l,x,p11. {Uu .t mr, i, fo, 11adt kx>p, &:DIM cod11d a:, :,11,,,,,.rt} l.f'(!!ff/1 from lantt I l."(!!d/1 fram lan,t 2 l.tUHIII from I-$ Where there 0,11 tnrisfit1g i.nso.,,ed jainl:s install loops in e11n1t1r al '9ft. fXIWPi1"/Mt t:10"4'ls. Mtt!limum slat deplh shall be 0.2.J'. 9. 10. 12. Make cul all Ille r,ray across pcr11m(l11f. Use f!,"ther -case ,4• er •cases• d11p11nding on •llrth,u pavement o,,l!'olil!'t>NJ plar,,e joints ore perp,mdir::ufar a, skewn. Provide a minimum at 5' qf slt:u::k in eot:h t::tJf>liur:lcr of pull t:ua. Flexible ccnduif ( size as required J to be placed in sewed chanr,l!!I stet a, rigid conduit may bl! pleu:ed under curb or shoulder to pull lun,. TESrs: Typ11 MS 3102A-ll:H? i,kig A-AC. B·R~ eommon C·AC ~)Loop F-NOC:O'lfacf G-~:>eontoet H·Chauis ground ~!,u 4 Wires I .. ' .. t loop• •hould h 5 ,,.., ond min. 2 , .. ,. TYPICAL THRU LANE INSTALLATION TYPICAL LEFT TURN LANE INSULLATION NtUI/IS: l Sow r;•oo~tl! In fXl~l/lm#lnt fer IC,(JIJS. Ce:uners may t:e ctiogemul us shown in Oetuif ·c·. i!. o~tl'rlap eu111 of au i::or11t1rs so slots are full depth at corners. J'. P,nlt Mrl/l in with 1t11ood. Do tu>f use scre.,t:irhter or other metallic instrument • « Pour chum dry lllfflife silica 11and in 11/of to cavi>r conductors. Fill !Jfof 'lfffilh f!eril:Jle epe:n,y resin t:ctlflJ,fming lo sp1u:ilict11iOt1s:. Repeal pf.111ring clean dry 111hite silica sand to fill slat. !I. P,o~id111 a min,mum of 5' of sJoclt. in eccl> ce:mducfor at pull box. 6. Fl,11!li/J!11 conctuit ( 11,rtt 1:a requited J to be ptoceef in saw;,d chonf'el. slol or rigid eanduit rnay bll plar::ea um!:u r:urb or shoulder f • pull bolt. i': l.;,a,r.;,, t:-r:lfJl'lf I,_ t111cll loop to pull bOK 1tllall be ,.,;gffl<I t<>glfl/111, a mlmmum of,.,,, ,..,,., ;,or ,,,,,,. 8. :.,, p,,.lf f>o,r, IJp/K'# t:r>l#tf«forB ,,.,,,,. ltu,,. Ir," t:<1/;/11 "' z No. 12 AWG ,:a11t111ctor!I '" lllllf#Of' umf Is t:tJUlffr,r,11,.r t:ilbi,.111. St S:ntil!/'llll A-.4 """ B-11 !lltllill I>",,,. allt1111N for trofflt: 1:0,,,.fing rfUt1t:f<1nr. 10. P,. • ,u;,._r,, l:nn1 ,,,,.,,,;,,.,./,, t1ppllt1d lo /t,dttctivt1 loop ,t,.f11cfor t,,rm,if11ls !1ht11! b11 :,q/der11d, II. T .. sltt: /al r,,. I _.,.h /ot1p ,,.,. c,,,,.,t;,.,v/.l_y. (6),1 °"'99'"" /H".l .r/1.// .6. ,.,.,.,,,,.,, 1,.,/,.,.,.,,. /.,,,,,,,,_ /nsv/-,/ii,n re:,;s,',,m:-,, r/4,,//1,., ,.,,, /ur /,7.,,., ~.,,.,. tw•,-/1.,..,._r* (e,.J Ti!!ff eqcJt loop ftJr t:or,fi1.,,IIT, fb.}11 ...,,IN IHI ltholl lUI //Nlld# b4f.,,,,,,. ,_,,_ lt1s1"11!i,:,n Ft1$l8f"wcllf """",,,,,,,.,NH ,,,,.., ;.,,,, "'"'l"llMII. PLUG CONNECTOR FOR SENSOR UNIT WITH INTi::GRAL POWER SUPPLY INDUCTIVE LOOP DETECTOR INSTALLATION TRAFFIC COUNTING ELEVATION !nsfr:tlfufio,, NOIU' I. tJrlil!l::tor pasitit.m dim1Msions r,fer to cont111:t c,nit. 2. Cemi:ret11 undl!r r11mr,vat://11 conftJt:I unit mouf'tling pan snail !Je lin,sMd flt,sl'I witll lop of pan suppQrling ongln. .J. Oelec:tor cor,loct unit surfor::e 'l,h,:,11 b;, lfusl'I wift,_ rim of ho.using or f?tJ mortt th,:m 1/8 highe,, ,flow, ufllf :Shoff brP raised using amrpier:r, galvonirtuJ, shel!t mt!fol shims .,;,,, dimensions,,,,, sam, os th!I' bcnom s11rfac11 of Mil! t:Of'll(!Cf uni?. 4. Sere., thrtatfs sllall Int ,::oaflfd 111illl onfi·u1i21P <::ompcumf. All sc:rttlHS shall tu, tighfen,u:f su:urety. PRE.SSURE SENSITIVE DETECTOR CONTRACT PLANS (;'contact,.,,,,-, i,nt"u a~wise flOllfd 1 • inspection he,kts. Not requ;rttt:f for rttmo~obUI' t:,pe pon. PLAN VEHICLE Foundation shall ex lend 8 • outside of from1 an all sidtrs. Cor,focf Unit DETECTORS INDUCTIVE Splice to 2 No. 12 cable for nm to controller. LOOP DETECTOR TRAFFIC SIGNAL INSTALLATION I l Non-metollic bushir,g shall be used at roadway 11111' of conduit. 2. Tope .,ire .J inches each side of road,.,oy bushing. 3 /nstofl flexible compound on fo., side of rood way conduit before inslulling wire . 4. R1J1.md all sl'//Jrp edges where wire has to poss. 5. End of rood.,ay conduit shell be 2 inches below roadway . TYPICAL DETAIL OF RIGID CONDUIT BETWEEN ROADWAY AND PULL BOX 21// Std. ga1v r steel tNJt! ¾ix 1,,!" 4ni:l>Or t>olls ! t'·o"i Nott" Conduits shofl pro/rude 2· max. <Jbov'I!' f,n,-sht!<I surfor::e of foundation. TYPE B PEDESTRIAN PUSH BUTTON POST For mouf'lting on perfestrron push lluttr;,n post, prar,m:fe fi,rer !er lop of ;JOSI. Shope !Jack of costtng to fit curvature of post, Install push bul!on 011 cronwollt sid,-of srontiard PEDESTRIAN PUSH SUTTON 8 SIGN 1./111 ""'Y .,~ 1pn,l,td Rrd 8: 9reer, ;n,Fa11r,,. 1ig1ttr. STATE OF CALIFORNIA DEPARTMENT l'.;F PUBLIC WOR~S DIVISION OF HIGHlU,YS STANDARD DETAILS N0.38 TRAFFIC SIGNAL AND HIGHWAY LIGHTING INSTALLATIONS SCALE AS NOTED Revised Oc:! l96S Contract No. -z--a2 ,/1,17 ,/. Document No. l/.lt201'J"'11 I HER:;By CERTIFT TI!A": WIS rs A TRU::: AN!) I.CCURATB COPY OF THE ABO'l'E no~Ut1E!!T T,0,KEM lr:lDEif l"IY OJRF:G'J'ION A~W CONT•WL OU -nnr; :JATE TH SAC?f,U~F,~;Tot CALIFORN[,\ PURSUANT TC AU'!'l!CRIZATIO~ BY T!!B :J:HE"':'OR OF r-uR:.rc. \10)1.ICl. !)ATE -,,.//,,(/72 S!ONATUR2 .. ·f·r·,/ {·>/' /TI'tLE ••1/,·':/ / .----------S-Cf'l-,-.E-. --,,,...,-~-o,----------,-,,-,e,-0.,.,,-,-,,--,,,,-,.,.."=c.'.:'"f ...,c,...,-,,...,C.,.R_Sl..,.A--..,.r')f-,,-.-.,-w-,-NT:-l)F--Pu-B·,·-1:;-.-,-,R-1':f;-. -M-,, -R,-,,-'l-,,--------'.:-CA_l_t_,.,._ .-. -:,,"',---------,--...:..-----..:.....:..-----,-=--'---------===--,=-:::,-:-;:==;;;-;--;;==:;-;-;:c;-;=:;:PU;;;S~l!(,.,, W-:cC:-::R:-:-KS:-,-.~,.:-(R::-:O,:f,-1(,,,..,M------------,---------, 100 i?y-0 Y)O <10() ")ff) 61.10 2010 0 I--J.... ___ .J'c..'_· ___ ...:.. ___ J... ___ ...:..! ___ .....L-:?......,.,.....,,....,......J'-,-.,..,..-..,.,..•J..,o ___ -1.-,--,--'·Lo ___ ...:.. ____ _,J ____ .1.... ___ ..i5,r_, ____ .....;. _______ _j __ .___L.._..1-_..l..,-'--',---'---'---'--------'-,,.,~~:--:..,.,.,=:-,--:--==~=:-'.':-:=:-:---:---:-:---,-:;:<t,\{1_.....J,-,--,-•0cl .. _.,_:J..o _ _c~.c,_' _..1.1:_' __. . .J..._..J..._...1.. _ _c_....,L _ _,__-1 ~,,;1·1,;fL,',,I" ,· .. ,~" l)t ,_:.At~fV~fj!(. Lll•/:M~VINl ,·, ·~-~•u,: ,'(;,,,!(• t,'ct,c,·J•J •'-1! j "f")'"r,.'' M P\)!' \.,M 0 ◄O &O ,,, ) ,. I I /! 0 I G·e NE RAJ. .NOTES The contractor shall conform to the following {Unfe'$S otherwise note-d) SYMBOLS Standard Specifieat1on~ R~fe ence ._.::.Z<.u-/~_,, ~rfl::PUiY blST~i'c r EN:,.::Oi"Jb.'. PROPOSED ----------.. -.-- □ llll',lJ """ C8l o_ ID----0 ~ 0 PPB .... Cl (I> -< ► z 0 ,.,, z .,., ,.,, ,.,., -I 60 "ii} 0 30 60 EXISTING ----- ---- ··--·- CJ M'i ~,:":l <l-►;.=-..i ,-Y" <'}t-,-.,.. ---~ l'f V ~f-# V ~--- ~- 12() 90 50 Stgnal conduit Lighting conctud Overhead conductor Pull bo• Impact detector Non•d1reef1onal pressure detectc, Orrectional pre!,,Sure detector Controller Inductive Jnop detecrcr UH, a-Sor. tC detector Traffic sign-?1, each arrov, one way th,ieec cofor ••ti', backplate Tr,afhc s,gnat. one way three c.otor •011th gree-n uro.w 4H'ld tai:liipf.at'O' with Red and Yellow louwHed TraU1c signal wnth .all colors. rouve•edl fl.ashing beacon. one••IJ Efectro!1er. upright type Pedestrian push button on pos.r Power pole Telephone pole fire hydrant 30 0 30 DISTANCE IN FEET TYPE ill 60 400 Watt '.lercury Vapor lamp 90 120 ''3QLUX LINES OF MINIMUM HORIZONTAL FOOT CANDl ES 200 i 1115-2.J 2(15-2.) 3(86-2.041 4(86-2.04) 5(86-2.041 6(86-2.04) 7186 2 041 I0!86 2 05) I H86,2 06! 12!1!6 2 061 E1111sttn~ s.1rq;n,g not conforming to the, plan ~'."!ail be remo~ed Re:quired striping, pavemen1 madong~ by others. S1gn11 51,Hidards Shall 2!>' R cu•b return 2' br placed the followini distances rnsrde BCR or ECR 40' R curb return 13' 30' R curb return r,· 45,' R curb r(turn 17' 35' R cu,b return l0' 50' R curb return efG' StandardSshalf be ins.tal!ed winth ? 1oot m,n,mum ctt1r'•nc1 10 lace of curb or edge of shoulder Standard shall br \wt ,1t '-tdf'..,.,..111, 01 t,UJOe ie\je1 Stan::LIHd".o on me-cturn islands shall be installed 10 feet betund no'5e AU pre-timed cab,netS< shall he 35 inches high and mouf'lted on pedestals 36 rnches high. St,,v,c-1' and defector condu,t sh11H be I inch. ,.,te-,corinert ,anii t,ghr•"t I onctu,t ".h.31! be-Jt❖ ,n,cn, traUu: \1gna1 conduit 1h1U bi! 2 1r,c·tt.. Conduit run\. pa,ralltl to cu,tn m1y tie pUCl'CI .ad1ac-enf to back of curt>. eacept •t"erie *" tCu"lO»::f 11rai" t11U1n1 t1crl,hf!-1 JU! tonduA &Oth mu,t be ,,,,pecrea 4no p.t,"-fd 1)¥ •tt,p StJt,t> en~•ll"ll<r't'' t,ftore 111/nt!l!' • .,. ,n,rallfd Py:,, ~j•t'\ ""'•'' ~ IJllfo °>. Not ,.,.ore tP11• f••t (~l I '"C.il eon•vJIS 1ft1II be 1•1Ulltd tn Ho.,~ •wH l,o1 .. A. Pftase I l or "to l'l'J p"II baa m.1, bt uttl'.! •h«n I m.1•.mum, f f•o •21 I ,n,h ,on(h11tl ,Ult :ns.t.alltd ,n th• pull bo1 b411,.f:.! ti,i,r,"ir-~,; ,-n ;;iwl• \,,.i•t''l 1rt: ,,,,~*,,..,Ju••• t O•Jf1n,1f,Qf'l, t l CH IJH16·2 OEh .. f'tf•t 1u,-.t,nit 1.vrtd1u.tur._ ,,eh., tMr 'f'\l,<e0 ff-I? cctc~ c?d•"t mu\t c.cnform to tt,,e Sr&P,d..a"d Soec,f,-cat#JtHt 17!!162161 A n-1fld Or l)&ftd\ 0.'19' dtf.ait th,'\ ,hweU "hill ~ 411:UCl'Jtd fl.f&f ff'!e frr,¢1 ::tf f'&<.h (Ot'lduCf?r \l"!Oa,ng 0, C,,c.,.,t &i.f'd gf\4l\4! fmfy be om1Utd: 1f Cit'JUiy \hOillJt'I: by (.::,k)r Clld•fl£.• b Ot"\l•".1t,011t Co""itff-<it& fO f',k,.,t re,,i,ofla;t ot .e. P•'941>4.h,41'\ J:h,,-..lh t,141t ... A ,.,-.-iu f"i• hv ♦ (., .... , .... l"lumMr f\t.. AW G <\frJnde'"' c,orH:,uctor '!.phctd to th@ p1111,.h buttcH, le.ad?. 1n rne n•J:u''"I pun bo• ttou~d loop lugs ,h1,II be use:1 .at the pus.h button fll!llK') color Pf'dt~trqu, \•C"II h~ad,i. \.hiU M e;ired to ,n'21C.1lf' t.Pd du,,ng: cou~\;tOAd•f'll ••hr(te w«-llo• .tl"d ••d ,nte,,wat" ,i. j l'Et'"'II C:utH''l@ -.,,ert,df' ie;ri,,e,-n ,rtf,fi>h•' / 1110 SCAl( J1R.1UJ.~a:... S•,tch 1:1 r~mt1ght C4binet Oeiector Mo l on South lfg et ,nter'-e(hon 120 V metered ,/I-lay 2~ /3Gi;; Cl_ ._:;-, J t1.":-._,(_,,.,1,~ .... !O Bu•f-11,,J S!n:et (,~h!·' 12 {C:it-, o! lo~ An;.:-?1e-:, De1ad Sreo::t f:,r tabmet and Wtf r.g spec1ln:at:0111s Galv C TYPE~" SERVl~_l An Ohve gte~n !band \h.-11 tw p,3,nffd .a,ound po~t-S .and ipO'if<\ •hith havol! oede\h•,l!rn push buttcui\ 8,1r11j ,p,aU t>e 18 iin(ht-'\ f'!i:&f'l \)mm('h•~ 11 .1t-Ouf thes iH&\h bvftOf'll ,!\\em,:,,, IYPICAt 9ANQ!fj!:j OF <,;ONDUCTOR mos I &86 J J l 9186 J) 20186 31 2!186 3 I 22!86 4 01 4 04) 23!86 4 05AI 24(86 4 05!ll Otrc-cUy 1"fftrconnechtd traffic· signal ~ytftmi s.h11! bi' f!e,ctf'tC.Jlii, ,-s,oi.ated hom each othe, !h,ous), the u\e ot ret.ay"ii fJ,a~ih•"'ilf ,n(f*C.lt·Ort",, '\hiiH f)~ ,ed /Jl"l .p!I ph.Jl"'-11"'1. Ali --·oon·t Wa!k \IIJlil" ,nd,caftt;,n-s shaH f!Jstt ~•0on·t Wan,· dut,ni the ped!f>,st,taf"< clearance intarval 35 amp fos.es sha.H b,e mshHed m au "R" catnnet:s. h"ICh1chv~ 1000 rfPf¥-rtn,~ ~"'d i~ad'\. loc )lfPti ,,., .. t"a(h•Jhr '1;.h,1H n~ ,~,:,tai;,.,1 .... :t ,;'r-' If#•!~ f'f\1nH11um rlimens1ons ""'' ''4 ,..,.,.-11,, ,.,ffp • t ''l '"Ch deep The s.tot shall be s,ec&led 11uth epoxy to 3 grade leve! •nth road-Nay and mth a n''HrHmt.irn d!!pth or i4 nu:h .. AH mercu,y vapof lzn,pbaOa$tS'">h,111 oe 1n5.fdl!led "' a pull boa: adiactnl 10 each e!eclroher 120/240 v ~..fil.i.l'. Salety Socket Bo, Test Block lby other<.) ~ 120\1 t,gh•,, g Sennce Ground J2Q/24Q V Breaker L_ 120 Volts S1gna! Service-===:::.-: ,~ 120 Volts lighting Seh,cr SH.NDARD DUTY TYPE "E" TRAFFIC SIGNAL AND LIGHf,,_IN-'-"---.._E_R_V_.IC.,.E 3/8" Brass. hold down boils ,r •nth brass washers and nurs Nuts. 1oh,1II be reces~ed befow '\urface ol co111er I, CONTRACT P~!~~ Contract No.~ Document No. -~ Omit tor low vo!tag~ c1rcu,ts Gr,oe-St" Pu!i 80• Nole 3 St•:.d,rd Del.ti!'> No i .,_,.,._ __ Prt"( ,P,t Re,rdoiced Con,;re-tt> 1-____ ...:D::.:l.::S:..:.T.:.;.R:.;.;!C:..T:..._...:.V.:..;.ll _____ -,<1;, L 9 Ground rod •Men tHH hous~s SNIP.$ mu!f,ptp franstorme,r /1111he,n. SP!!Cif;ttd!"' ~i-c.,r,.,...---~f"al around tonct,nt / l 11tfO'n\1on wl'l~n boir hou<.,e,•. tran-..torm("r o, ball,1<,,t I H:SRSBY CERTIVY TH.\T THIS TS A TRUE AND A.CCURATS COPY GP 'rHE ABOl/t DOCVM~:tl1' 'I'A.KLN ffi!JER MT DIRECTION ANJ C01i1'ROL _or,· l'HIS ;JUE TN SACRAMF::10, CALIF<JRnA PU~SUANT -::o At:':'HORIZA':"!CN B'f THI:: i;IRE'.:TOR.:0~ .~::tJRLH\:~,9,~S,..,· . • ~.ATE~STG!IATURE-';';,,,./ / ( ·;,,/..TITLE ,.,;' ,, STATE OF CALIFORNIA DEPARTME:NT OF PUBLIC WORKS ':, 011/ISIJN OF HIGHWAYS ', 1-----==:.::::.:.::....:::.:.....:.:.:=:.....:.:.:--=-------i STANDARD DETAILS N0.4 TRAFFIC SIGNAL AND HIGHWAY LIGHTING INSTALLATIONS NO SCALE DRAWING NO-E X --x- POLE TYPE J'I 11-a El z :t1Y BASE AND ANCHOR BOLT SCHEDULE NOil:r l II gagl! accept1:1bl11 if ftrbrkofed frc,m :;),q11J sffllN of 40,000 p II i minimum ,,,e-ld. 2. J.e11gtll it1dicatM da1u .1i,t in,::lui:fe required 4"'-90" ber'ld.. J: SH Slcmd;:,nl Eltctricfll O#tails-B.,fdg11 (E'S-7) fer smx:h!rt, fMWl!fH zh:r.dard. Tl£ ROOS I. 1111 frcflic sigfld m<Jllf erms ,tJt>d ,.,,,,t 13FF.tst ftN 1-i~II ,,,u1, i11fegrol l:u1/l,u,i's :ttllqfl /u, t1quippr.l .,,ifl1 sl;:mlt1rlil p,"jw llr rtufa ll!fitfl welded 5/8"' rt:WMI belt lips rolNCh Md, tlirt1t1ded s: U!lt!d IGllml IHI coalld ,,.,m, zim:•0JC1@ JH1int er gol'ltcni.led. 2. Plpfl' Iii' rods sholl /1,i, :J/4" for 12'-o" ?o 15'-o"' ml!ISf ,u~11 tftl!ISI t:/l'fflS l(U'l/1fll' IIICIIO 15'·0• ~ I .. ... .. .. I; ,, ., I:) ,!!! ., "' & ~ ~ "'-t _i '.o .. h ' l.e,ng!h -!:: 2"Standard !: .., .. IQ ... ~ <::i "' II) iii:. <::i "' .. "' .. "' ... "' ~ .. !l:i §-r-. ~ . s; I.; .,! "I: Hondbofe for lo•rer.ina- de1dce. Handf'lofe lo.,,ering devh:e ,~eight af -':::;::::;;;;;;-:;f,~fr'°":::-3;4•c,2 No.I:?. MAST ARM l'londllolt1s os regulortr furmslted by mfgr: t2"x 6"x 6" golv. 1/4" cost iron box with gosketed screwed-on cover and 314" drofnextemied below surface. • I Rl!Mt:JV!1ble: rain- figf'lf shaft cap POLE TOP .. .. ,Yi:. () ' Side.,,alk finish, . . : ~ TYPE XN TYPE m am-a OR TYPE X BX-a .... _!~ A . . . . q· (P.O.C.£l~trolier} SCAl.E 11,s· • 1' -o· {TYP£ Ill SHOWN) SCALE 3/8" • 1' • o" II< . • • . ·' 1--d--J Arm drilled and dfmpl,.d or use, fap«ed wasl'll!-rs to permit st.-r;lghf tie rods. 2• sfandiYd pipe crossarm for J.umim1ire, Mo!!lfarm. 2• do11bf11-exfra strong or 2 t/2" standard pipe - cross arm for Signal Mastarm. !/2" rid/' rod bock #oy 5• thread bot/r •MdS {SH Tit1RadsNa.'e,tf'li!11f'le11f). ¾" (6 holes ELEVATION ARM TIE RODS AND CROSS ARM fuu kltr a,nr .:n:111 ;;r, ttees11 ids' m kf,,>-gff,J t:t-<l" NOTE: Top two inches of foundation to i:>e p®red level wl!h ijldewalk f!nlsh ucepl on structurer, {See standard electrical delails- bridqe, Owg. ES-7.) TYPE !I ~I ii ~I I ~ .... t .. ~ l!lll -!le -!'> ~~ .... ~~ • <:) ? . ' <::i~ "' .. ~ 1-: <:) . ~ l POLE SPLICE Tra .fie ijt'!ginter Rig.Civil Eng.Lic.No.8566 / a 23 /96C 3ir 5"Hond hole,reinforced with No. 3 ga.rir,g 1112• wfdl!! weld~d to "'I/side of pole, 41/2 x61/2 No.lOga.cover p!af,;, locatl!!d in same ) quodrar,f os mast arm. 4 • I ll4"bolt llo!11s slotted for bolt circles:. (ll/2"for lll4"boll pe IiI -a pole J I PLAN POLE BASE CA F -TYPE STANDARDS GENERAL t.ND INSTALLATION NOTES l All steel shafts and most arms shalllu~galvt'P°JiztM Bolts, scr,aws, nuts, washers and tie rods shall be qalvani.red 2. T!;e k:lwtr 5'11!(!(/_MI of a 35' rype JJr-o pole .shall C"'7siSf of q 5 -"'T gcr,e topl!l'ed Sl!Chon ( 8 O.D. lo 811/16" 0.0. wn .,ekftul to ff'le tower end of a 30' T7pe l1l pole. 3. s· length o 35' Tyf?_e I· a pole s_f)off ccnsist of o goge sec!ion{ 8 O.D. to 8-fl/lS O.D.) !H.ttt weld to !hf> IOlfl'IIM" end of O JO' Type I pole. 4. The l(;;,,rer t/!engthof o 25' T;,pf!' If-o pole shall consist of a 5:"Jogage topl!l"tuf ucfiOl'lf6·5/8~to 7-5/16"0.D.Jbutf .,t'fdHI ta Melo-::rl!!r ern:fofa20' Typeil poll!' . 5. For srruidords to be instotted on structuru, :11u• Orwg_ £S-l'. STEEL MAST ARI.IS I. t..umifloire mast c.·ms shall beso Cl.ll"ved that wht'fl mast orm is fost1med to pole the luminafre em:! shall not be f)e{ow top of pole o,· more tllot11:5" obo,.,. z Tllr last :,•ot the mo!if arm slli:JII be stroir;;M ond shall be horirontol wit/I fuminoir11 or traffic signal otroch11d. J. Con: :ction betwelf!'I mast arm ond pole sllo!i bem(ui11 by me:ans of a ralntigllf sac/ref of o duign ptrmiftit1g slm_o/11 removal of the mast arm and providing r:u:hosed outlet for el;!cfricol conductors . ANCHOR BOLTS t. Er::.~ sta.1dard shall be supplied wlftl 4 anchor bolts. 2. Each anchor bol! shall be provided with 6" of !flri,ad ond a11 4•-so• bend and sholl be f11rnishe,d "'ilh two 1111ts and two washers. Washers shall be l!/S4"X 2-1/2• min . 3. Threads r.ioy be cut or rolled. Softs :tho/I bf! go!vo11iud or plated offer threads on, formed. 4. 011e 011chor bolt shall be bond11d to comlult. STATE or CALIFORNIA DEPARTMENT OF PUBLIC WC.'l~S DI\IISICfi OF HIGHWAYS xax-o TYPE II a rr -a STANDARD DETAILS N0.6 CALIFORNIA TYPE STAND.~ROS 20ft., 25ft, 30ft, 35ft.,Pole H<;iights (TYPE 1I SHOWN) SCALE 318"• 1'-0" SCALE AS NOTED DRAWING E- ES-6-5