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HomeMy WebLinkAboutR_5310_S, .. □· . ' . ' !". ·". ' ... ' ' ' . / " ; " Sheet No " " " " • " " " " " ' " )/' ,, ' --(~ .... ):-}" ... ..,,. FORM No, WH-12 INDEX OF SHEETS I Title Sheet 2 Typical Section and Const.Details .3 .Channelization Details 4 Drainage Details 5-. 9 Traffic Signal Details . I0·-12 Standard Construction Details • PROJECT ENGINE.ER . DATE 'S, I A,,. . . \ \ \ P.Al MMENOED 8Y DAT . /Ii{,_,,,. / . ' -! STATE OF CALIFORNIA ·-ID1EJPA1R1rMJEN1r 01F ·P1lJIBJLTIC WOIRJK§ IDJIVJI§1f0N ·o1F HJIGHWAY§ lPJLAN§ . 1FOn:t l;(Q)N§1rlitlUCTil~N @N • ' § 1rA 1r IB -IHIIl -CG IHIWAY • ... . ·.·Jin Orange County at Newport Beach City ILimlt on Pacific Coast Highway · at §uperior Avenue -~ J.Ralboa Boulevard • _, -------' ~-• --\ ' s.:, ~'~ ' Project Location ' • -· <~,-. /,11 . 6' ' ORJ-\1']G C 0 U -r Y ... (CJIJF}l(C SCALE 1000 500' 0 ·1000FEET ~ ~ ~ U) ~ ~ ,.., st w I- :::) 0 a: ' -'6 0 ., (ll . ,s-· . . ()() () s:-~ .B "'' ~ von St. -:::::::::::::::::::::::::-To Ca -_y-0110 de/ Ali E A C H B.P.R. ~ F.A, 6HEE1" TOTAL 01V. Na. BTATr.: • PRO.JE:CT No. --11-_;==.:...:.:;::.c__+-_:N'.:;:o·'-l!~SH:!!E:!;_ET!!!B~ "J CALIF. DIST COUNTY ROUTE SECTION VII Ora. 60 tB A ·..--·•--·-·--~ 'f,';" llfl .r-..--.J ·""""' ( •• • .. i -~' STATE OF CALIFORNIA C 'l KEY MAP "' s s l 0 '"-_; .... .,..f? .. l ,.,._. \ 4._ __ \ r l t< ' -~ LOS ANGEL[S ANO VIWltTY r) [y ____ .... :....---..: 0 ,/;; ,,..,d.~ \ ------'~ -----\ Oistr~c En9in.ect"" • \ Approval Recommended , . , . • __ '!ld_,-i_~~-• Eng,l~eer of De'!ilan App,ovedUV.11.e._J',_J_j f.i..L J c. Won:•o-ck 1 .. _ ._ • Stare Highw1Jy Engineer , . \ Civll Englmmr. Ucenso S945 -1 BY: d l".?d~~ ~ t?,r :·' Sf/E£r / t 7_6.JO llST ltt! ,,,u •r-~, ";<1 -------·-- .i . . ' ' ·, signed by If.Ii ecked . .:.bc,_Y --"-',/-"'.$--'-. _,_,_1/._,;=21 i Supervised by '. K. 0. I< E L L AM ' •• hi of i¥oy I - R~1000> --700 ---------- --· ---·------ I I I B£G/N__PROJECT 7001-.JO • DATE ' ' -, ,: ----------------------- ------- , S/2oulder Sec/;o/7 it Sia. 70318010 Sk 706"/7I Liiqand • • AC= Asphalt Concrete AB= A9<'.:Jr12qahz Bascz AS ".A:q·greqate Subbase I ' I I . f j (/aQ"ercul' fR&/il/~ '(\ / AC tJ1,fe if//Jere S/Jowo o P/a,n 1 V7 I • 9' I 12 'c //Br I ' , ' I ! I I i ' I ' 1/ar //or 00<> <>~•~o•c:,<>•O"c,'Qt/".•o, 00 0 o,. o" ~o.,o0~';CJo •c:',c~o.:c g "o -'-, 0 /~b"'o \ ".": 0 .. O,o!oQ uo}c,c" ~o~,J oo,,.,.c, 0 . ,, 0 ., ~ 0 -·--~ "'• ., 0 J 00 • C-" ~0 ., oo.,. ",.o o • "o o o O <l ., o " 0 o 00° _, 0 o • c O "" <1 0 0 o i; <> ",.~01 00/g":!J"c•",,""? flc.;o ,",;{",~~c"•~ -~"" o "_.,~ ,,(l_!l_~-~.::_" __ ~oo ,. "......12 02:5" I o JJ'A.C AC r H 0.75"AB I 0.67".4,5' . ' 1.00 A.S. Var i Star1on 100,-30 • 1oa,.30 to Station 703.,.80 113,-70 .. ,. V .', .,~' ~-. . . . '_,. 12' c //ar - 499regale ' , 18'¢'0r. Medlar;, 12·( Var 6' ls/and I /2' Type B·J I CvrbW/Jere / Shown I 08Ac;\ ,., ' ,. Subbase 7 -18'! 40' EY/S/;'/7!7 l'?vemea/ .08 A . ' C tsvr/ac/17.9 ( Vll-0ra-60-N t a A p ) - TYPICAL SECTION IVOT TO SCALE !Vole.· 01r1?t?IIS/ons are sulyec/ /o /okr,y,r;ces • 5recihec/' //7 /-'Je sl-or?Jard .5yec///Ca'//O/?S I ·----, ' , ""·SCA'-S+-1EET TOT<l YEA.~ N S>1 t O 5 ~ COU",iT o:fOUTE SECTION VII ORA 60 Mt.8A 2 /Z. APPROVED 4 d. C. Womack.:.:-::: ~•'• HF,it.•Qr hgl- 0,.U a.gs--, u..,_ Na ff.U /2'c J/ar ' 9'( J/ar Va,r: • ,,,DI:' D "'O <') 00 "CJ 'o <>o·<>,,-c:7..,•-0' > 'j:";_'o•",c:,,Oo• • _,,,,,;,' .,-~O,,,:c"&•,:,0~,!~Q~ .... ., • .;;oo;co":~-.:A,.9: o0., ,:;,:; .. -: .... ,:c,. 0 0 • ., ,•~o,,.,,,.,"Q~-Q"••"•".~,".:,.•~c,.<<~••o, •• ,:1/i•\• " g" " ~ •" ~ ~ ~ ,:, "~ !" ~, ~~ " "---~:" •• ~' -• .. ,. '< '"~" ,?_. ""· -< ~.;. ; " • : ",, ~-" ~ C ,'; •:., ~ • :>-" .:: ; •/; • • :: • ) ; : !? ~,..._. j ~ • •., --;_t,/°., ',:. •: • • : ~;, . OG 0 J"Y AC. i O 2:> AC. 067AB I 0.7::5"{4 8 ~ I.OO'AS .,,. ,, STA. 700 30 Iv STA. 704 4¢ I - . '. ' i AI.H 0 • ----- 4 C. Resvrracia..9 --+--------~--- -----------· I • --------------- Ease/77en/ ,'o,,-u;a/naqe 0/;'ch ------------ 711 l ' -~ ~ \~ ' ll;) o,...--2" /.P. • ;,s·r-r----- cou"-lri .tlourE: V// O;f'4 SECT JON s"••• ~o . 60 #Jr.q A JOT4L . . J le. .. ~ I I ~ '' . , -\ ' , ' . ,. ' . ;,. ' .. ·' r: .•' ., .· '. • r. ,'.(, . ~ '> ;' : ',-., -. ,_-,.' • .. -~ --. ,. ,' • ... ,' .,. . ·,.,., :-~ .. ~. \ . • ' : .. .'1tN Dept /n,tial DATE -'.• ' .~··. 9ned. by #,; ._.?/~- •• by ,; --~ ked by AS -Superv1sed·'by • It 0. KJ L LA of Way J I .• ' ·/ > \ 1 .,._ <::\ \..) "I' <::-. ~ ~~ ~ ------ ------- «i'l'l ' , ~ c3, \..) ~ ~ ~-"> ~-----<:::, " . ,. ~ -~1 G,;s /2 "/IP ;Va'.u,a - -(p I /,t ii ~ { ~ s ~ ~ ~ I ~ I ~ I \j :SI----. ---- ---~ - I BM Y-766 , ,Cq'. /Jrz. c/1Sc,; 04 m1. IV W. a/0179 Coasf h'w_v. • lmll'J l/;e llew,oorl Ave. over,.oass_; al 3x3' PCC /Jo.r cu/verl A 7/~ t 7¢; //7 ftp o/ A;,,orr,x. cenler o/ file 11£/;dJy/_; 38.f"'A( £ o/ • i Coasl lllg//wa_y; 2lv9/;erllli1t1 hwy. Elev.=-/ti. ~f • ., ENO PROJECT ' STATE' F" EDER AL PROJECT !'so 01ST COUNT ROUTE .FISCAL SHEET TOj YEAR N SH , VII ORA 60 M lq'A 4 APPROVED ,---------------- - . 7/3r70 --- Grefe Frame t>'•, {> t," .: ·-·•· 7't." z:.."''/,," :JJ.,' lf:•-,, t---',.,-1--+-~-----'------'-"-'--'--,.,..,.~----,: 1 • ~ I Ir • -l<:1--._ . -~ L ' ~ -:.....A ~ •• · .. ;:; ~-I •• •. I). . i::,,, • . ------- ·.,. • .. : .. ,,,,-:---/Z ,, . I .. ' tJ ' . • /,. ' • . ,/ ,· i,.. • •• ,t> ,' • t,.. • •. _> . ~ •. ;p,-. ·""' •. ,+1---t-'1 ' i,•·-.: l>.. ·-:o..,~ •• <C>~i f .. t t:()1 •. : . ·-••• : . . • • • • . .. ,,. ... 15 • t,.. L ·r,. .• .. •· ·. -~-...... ·. cf. ... -.. • •. ' _·_.:: r:,.' .··.:_ .. e::,.-.··_.·.'_ ,---~ ~ .. ··t:,. .·.·. • 6 " • 2 '-/0 '.-2 " h,-'--.-,--,,,..,--J I . ' I . --. -. . .. .. -. --· SECTION A-A N'ole For De tails nol shew,; See Std GOO S/orm _Remove E;ust If W STRUCTURE LIST FOR MINOR STRUCTURES LOCATION TYP£CB CLASS ';tfCONC MI SC.I: f S. Lf 704~525 Mod GOO 12, CvYds 40, //JJ Lf. 710"02 AfodGOO /12 C,:; V~. 405 l.o.r TOTALS 2.J7 CvYds. 8/0 /1.u-. Drain /n/e:ts Plaas,;) 74 A I I I I ' / ' / 1T I I 11 I I I I I I / I /, L-:-: ..----_ -·If-----------,, PL4N MODIFIED TYPE GDO Aloi lo Scale ·------ Ex1sf t /8" • ~ RCP ~ ~ s ' C\f "' -----'-- J ' ~"' ", ___, ", -- / z:o" 7" "' r-···- ! ~ i'L J~./A J: ;z ., I ' I ' -- ~- J?,.'~1/z. b ar ( L 4\· :J',. ;2 • PLAN M00//:IEO TYP£ GOO GRATE FRAME DETAILS iVol lo Scale #o/e. Srd 24· /5 Gra/e Dela1I f) 77 DRAINAGE DETAILS ' SIT.4,. J •,. :., X .. . . . . " :.~. ' ),,:., .I·'·· ' • 'Te . .':-~· r,.. ··.·:r •. ' • ,_ --····--t • IDA2. IDB (,'14. -c»Ap'.-:-• #12 IDBp IDB .PPB -----·.-· --·· SPARES TOTAL -• !DAI ('.ETECTOR IDA2· DETECTOR 'IDAibETECTOR •• , <DB· DETECTOR -~-+-·-··--·--·--·-~--· SIGNA·._ COMMON -'·· -~,----· - LU¥INAIRE --- 3 2 ! ' 2 1, • 3 I I . i I r _; --·-.. 3 3 i 2 t -• I 2 I 2 I L. '--I ·-·-- 2 I: .'--JOIN ANO EXTl:l\ill CONDUIT t ' 1 • 3 3 • - • -I I • ' ! ' INSTALL PULL·BOX IN EXISTlr,r; CONGc.JIT RUN_./. • r .. \... • '. i. ' PP. KG, KG. 1-62 1-62 • I '6L P.P. • I -62 PP 1-62 . PT. LENNOX ' \ 3 3 3 3 2 ..... :' ' POLE SCHEDULE STANDARD I' LUMINAIRE SIGNAL NO. l DESCRIPTION !s1G.M A: LUM M.A;jw1TH GLARE SH VEH. I 1·1 --I --IJ -----P1 A-6_ l l' l 1-A • , . .. t I (?It 35· I {r-.:El'.J) i 12' '400WATT5 MV i1B·48M-2' :,;.; ~ .~0 • : 2'J 1 h n , <'3' 1-A 10' ----A-2 ",;;,;, " A-6 '.;:_) I-A 7' ,1 ;j I 1 c ', , ma 35' 15' 12' 400 WATTS M.V ,, B·I 8M·2 • .::;., • ! ' lj A 4 •• .,,, t I 0' -Q l I-A (1' I-A If 1 • .. ,.l, -I I ------! ----- ' • ,,. ' .. ,'; . ' ' ' ------+---- I I --- ! SALVAGE EXISTING LIGHTING "ERVICE AND I2CV S/·,NAL 0 .fRVICE IN°TALL li0/2-lOV TY~E"'f .. Sl'.,NAL AND LIGHTlr,G CERVICE PF 3~f;3AE 2 E),,JSTING IL H -, • SALV,,,'iE EXISTING TYPE m, CONTROLLER !.ND ·0· s;.01NET, REMOVE FOUNDATION INSTALL /JEW TYPf Ill CONTROLLER, (1)6.PEC. INT TIMER, TWO IUXILll,RY MOVEMENT corHR'lLLf'<C ,,, AN "R" CAB,NET ; CEE SPECl;,c PRQVISiON,I ,. .,, • ' ,, 1,,_ :r MTG. PED. W-3 W-0 W-5 PED PUSH jl BUTTON PHASE [! 1; ,i ' ti " ,, I B ,,._ .. - B , . / / ' .. 1 •• REMARKS NEW EXISTING POLE EXISTING POLE NEW RELOCATED SEE NOTE#8 -. . - NEW POLE EXISTING / '.l.'·~,,I . BEFORE A2 I \ Al-=::: A~ _.A2#12 A+AI DIRT I ,_.,, I ', []] ~ I I I I~ ,I I V . , .•. fl'EG. No. STATE 7 CALIF. DIIT. 1lil Ora,, FEDERAL P[lOJECT t:O. IIOUTt IICTIOM tHEtT " /,.0 Npt e v••ovco, __ _,1'-"-/,_,..{/='11,,.,,~ --4-~ • · •• · br4/~- Tralli, Enginw Civil Engineer license No. 5429 .. PHASE DIAGRAM ---:-----y; ., ,, :.-,.,, • " -... _.,, ~ .... " • t ' , -- OIIANQC CONM,OIIONrR ------· • -JOIN ANO EXTEND CONDUIT -- ' '·, .. ,.' .. <' .,. ' ' ,1,•., ' I\) - RELOCATE EXISTING DETECTOR PADS .,.... _ __, - NOTES ( This Sheet) 1. EXISTING STRIPING N')T CONFORMING TO THE PLAN SHALL BE REMOVED. 2 REQUIRED STRIPING, PAVEMENT MARKINGS AND SIGNS BJ OTHERS. 3. FLASHING INDICATIONS SHALL BE RED ON ALL PHASES. 4. ALL "DON'T WALK-WALK" INDICATIONS SHALL FLASH "DON'T WALK" DURING THE PEDESTRIAN PROTECTION PERIOD. :.. ALL MAST ARM MOUNTED SIGNALS SHALL BE I2-INCH HEADS. 6. NEW CONDUCTORS SHALL BE USED THROUGHOUT. 7 EXISTING ELECTRICAL EQUIPMENT NOT REUSED SHAlL BE SALVAGED. e. RELOCATE ,Q_ISTING TYPE ill POLE,, MAST ARMS 8 LUMINAIRE FROM LOCATION (6) TO LOCATION @ REMOVE FOUNDATION, SALVAGE HEADS ANO INSTALL TYPE l POLE,AS si-toWN • TR.L\FF!C PACIFIC COAST HIGHWAY AT BALBOA BLVD. 8 SUPERIOR FEET 0 2J 40 6() 60 SH ·AVE. i ,I • .. I • ' ' ' : ' > ,._ t D , v, 40", . 1"' r-, t-4" ! f 1jrj JI 1, ,, , • I 11 1, .......... •' ,, -.; • • •...ll..!..).,. ' ('u ! ' . 30" ' . ! ' t , ,,J . ' . \ . ',, ~-/~_'.'.: .· ' '·. - 8 "1Jia. Golv. • Steel Pipe -< " • I ' • f GUARD POST NO SCALE ® '4 . SI.Oe· as. e, '(}J,YS rill b I,, ' Back , AC--c,cntr(Jf Siqn11/s - -:n-1 J TYPE ··M. CABINET . @) JB ~•. , '--=<1 __,r-/Jac.f o/' Ca/J1i,al 8"minim bolwee 11mcka,anco "' condvil /'il//i,911 /'..s• ;Gm/ /"ro. 2' • -,.,n s in/ q/ cql,im;/ i;jji/m.iii'/1.:c, =H?ii~:J:;J2~ N ee General ote 7 la,// 2 Pole ler1111'mYI ·I, ;.i -0 • I µ:~ P.C.C PEDESTAL FOUNDATION TYPE M CABINET Ina Ir t:thon /Jo/1 bloc. lerm. no/ , 'Ina/ b/<1ck 1a ~ o uoad. AC- hor bolts and Anc ~ - t1uJtila,;y Oat;, P.t,nd • ~~1;-,t[1ashl@ ~ ~ r, . ~ --- Cob/ad ~ G,11/ro/ lone/ ___ r: I , : I ~ ~-I -<..OJ-- . Sio_, I I®..,__ • I l'lo11h • ·-I ~ .o ~,r cl. ,. :,., J d'-~ L..-. r--To 1 ?fae1,,: ' , Front Sida NOTES: L Pet/as/al t,qsa,tFntl foum.laliono'eh1/ss1m1/sr.h 'ljpe I -A S/t;nt:/ard. ( Unleao otherwise specil)alJ 2. Cah,nols .1holl ga prov1doel w1lh s/,j, fi/lar lo parmil mOYnling on 4 ¥a" a P. psolq.s/tT/_ See General 5. (lpr.n,entf o/-.,....,aa/g/ aho/1 /Jc 4~"00. Note 7. ,..,.,.,. ,,,_.,, 4. Tho dialt1ncc /;Q/1:,gen lhe DfJllom o/' /he et,n/;cl/crcg/J1nol ,, • ,, • t1nd le:,;;, o/ /he l'ountlolion .:J/'Je,I/ ho.· :j:: -~!!l :J'-7° /or pre-//med cc:,n/rc:,llers. )'·~ ? 3'-O • for lra//'ic oe-lut1lt?d con/rollers. :~:,:~:. i,, 5. Condufl befr/i1en foundation and adjacent pull box I z!.0"_1 n, pull box shall be 2" sire minimum. TY PE G CABINET PEDESTAL AND FOUNDATION TYPE G AND PRE-TIMED CONTROLLER CABINETS GENERAL INSTALLATION NOTES-ALL CABINETS I All cabinet· dimensions ·ore nofTJinol. 2 Foundations shall be located to provide 2~0" minimum clearance between face of curb and bock of cabinet. 3 4· One anchor bolt shall be bonded to conduit. If telephone interconnect is specified a minimum of 5 inches clear vertical space shall be left beneath all other equipment inside cabinet. I c,n I couITTY I Qoum t~ VII (}(a _ 6'0 _ t,i 11 , MARCH 1962 APPJIOY[o--_..._"'777"- TR~c,vll.[ IC[rl"..l r.o. 0 3/4" x l6"·Anchor bolts. Length does. • not Include 2 11-900 bend. /4 Reqc/J lnsfa/laflon per manu ;acturers template. CABINET WIRING R, M, AND G CABINETS AND WIRING' NOTt:,S, 5 Not more than two conductors from a detector or push-button circuit shall be connected to o terminal on i'he terminal board m the controller cabinet . 6. For telephone interconnect o 3/4" conduit shall be installed inside the steel or ii ,, .,, ,, ,, ,, ,: I ,, Fuse receptacle. Cartridge fuses In Type R cabinet. Plug fuses in other cabinets. Controller -Flash-$ignol switch Field wire terminal blocks. Mount an metal shelf when specified • ' . Auxilary door flash switch N E.M.A. Standard plug receptacle: with grounding contact . ,, ,, . , I ,, ', ,, ,, ', I ' " ,, " ,, ,, /~~._" l1 0 Radio interference suppressor Flasher External light and control relays Shelf (adjustable every 2" in Type R cabinet) Controller //nit located on top shelf. • PC C pedestal to o point I mch above the cabinet or finished surface of the PCC. pedestal Conduit shall terminate in o No. 3-1/2 pull box odJocent to the foundation. 7 In unpaved areas, o raised PCC pad of ~~?,"x~~~:• x 0,'-4':,for Type G,M and • Pre-f,rned controller cabinets and of 4-1 x 3-0 x 0-4 for Type R cabinets shall be placed in front of each controller cabinet. a In all unpaved areas top of foundation !pr G, R and Pre-timed controller cabinets • shall be 6" above surrounding grade. In paved areas tap of foundation shall be level with surrounding grade. . • ,• 9 Raintighl vent (and cabinet fan when specified) Anchor bolts, nuts and washers s/lo/1 be cadmit1m plated INS) or galvanized Screened vent, 8 -1/2. 11 holes or. louvers I "Drain pipe IYith sc;een" DETAILS OF CONTROLLER CABINETS ' I ' ,, NO SCALE 3 1· Meter ,, ,: Socket I ' ,, I ,, ,, I ,, ,, ,, ,, ,, ,, II I ,, _ .. ,-e,. '·"' I ' I. .uJIJ MULTIPLE SYSTEMS TYPE A • <l> c:: It ~<l> ....._ ~;§ .c:: ... q_:--.... •s I s ,l!!~ ~ 1 ~.., :,.. .... 2 • -~ s c::> ~ a~ ' . ,. ~ .;; ~ .~ --~ a .,.. ...... ~~ "' ,~,..'\': FLASHING BEACON TYPE 8 MULTIPLE SYSTEMS TYPE C FLASHING BEACON TYPED MULTIPLE SYSTEMS TYPE E MULTIPLE SYSTEMS TYPE F SERIES TELEPHONE LIGHTING OR TYPE G OVERHEAD NOTES (D Position of service equipment ta be determined by serving utillty. ® See "service Grounding" detail , , ® If_ service pole is u_tility ~i:ned, service riser shall be furnished by Contractor and mstalled by serving uftllfy. On lstate owned poles the service riser shall be furnished and installed by the lcontroctor. Service riser conduit shall be terminated with a service head or shall be sealed ta prevent the entrance of water, as approved by serving utility. @ Service switch. ® Flashing • beacon control wift, service switch. @ Meter .sac/ref box with either manual circuit closing device or space for test black as specified. ELECTRICAL AND TELEPHONE SERVICE DETAILS NO SCALE - • INTERCONNECT TYPE H . . .. . • •• • • •• ,· ·• •• • • Strool Lor,ol .... i: '• •• .... •• 10 ° 01amotor procaal concroto b(l!I. lnacribe 1,'0• c~r #ercund." l/2 11Conduit-:--t-1TII Ccnduit lo controller or rolay cabinol. Exact location lo wit folophcno co. or . po:,,or co. Whan ccnlain:ng tolophono ., -.:::t.'""<t'-11-1~~:,;,!'~:.==:::~Groundcmmp • rJ\ (;:) : '· Lm(:r-... ., cablo, sizo tJho/1 be fl/2 and minimum band/pg rodiutJ dla/1 In 36. olophono or Ptr.Ycr : 18" q, Ground alecfrod;J :_ ____ z:~;e of wood pale or face com,pon;, manho!o UNDERGROUN_D of concrete foundation for steel pale. Notes: When water pipe is used for ground,wire shall be enclosed in galvanized rigid conduit, or equivalent mechanical protection. Rod or pipe-electrodes shall be driven to a depth of at least 8 ft. below surrounding grade. TYPE "B" f Install in sidewalk or paved areas J \'I, l .;; ,a\. V2 ° COnduit- /Ground clamp and required fittings / must be accessible. Conduit, must / extend to ground electrode to V t protect ground wire from mechanical injury. RECEiVE JUL 17 196 DIV. OF HWYS. Cii' '°· CO,'iHY PilOJECTS DEPT, I -'\, T : : .. ,..♦ ~ Ground elocfrodo i : ,✓ ------J ... TYPE 11A1 SERVICE GROUNDING NO SCALE STATE OF CALIFORNIA DEPARTMENT OF PUBLIC ,;,"QR"S DIVISION OF HIGHWAYS STANDARD DETAILS NO. I • TRAFFIC SIGf'JAL Af'JD HIGHt'JAV LIGHTlf'JG INSTALLATIOf'JS • I SJ;ALE AS NOTE~ Revised .3-30-(;Z ~A/ ~DRAWING NO. E- I !! ' ,. '. ·/:. ' •'I' , : ' ,. --. __ , 'i . J, V-- I ,.. ' . t .r ... : -., .. -. -· t ··,.-:•: :;'.' , __ ,,. i" \ ,'. '• '·, x· X X , .. . . . • .. -0 z 9" I l,. .. ' ~BBl/211 BASE II 90. Taporod Ill l-o z 2'min. BASE 4"X 9~ Galv. coot iron pipo flan9:, F. a D. I r • • -4• Std. 9alv. otool plpo 4"Galv. otool plpo or conduit ( Throad both ondo) / 3''x 5" Handhol o and cover / It II , --5/8 x 18 Anchor ---511 I. D. Min. at baoo --112" Baoo plate bolt. Thread 6" with 2-nuts and --.:==,r-;.~--~,.~,4~·-7·•~•~:::!.~ 2-washers each. Length~ - 1 ::::-~·::!:: b ;,, does not include 90° .::1,·.-"::: ' i.~.:t •C:~~ bend. q ...... . •• '.. 4, . . . ... T-flttlng ,:,Ith plu 11? ~ . ~ ~ ® CD CD ,.14-...,.-Thaoo algnala foca into~ Bachplata • Rod louvorad Yellow louvorod 12" Groan arrow - D a:J (j) ~ CD ct3 o o· ~ ~ CD® 2-Color padaalrlan aignalo Rod Louvered unleoa GreC!II lndlcatod on plans 11:.1 CD TYPE l·A STANDARD TYPE 1-B STANDARD TYPE 1-C STANDARD ( Unloac othar\'7bo lndlcatod on piano) e.:i ( 03tallo not oho\1n oamo ao In Typo I-A.) NOTES: I. Standards shall be 101-011 far vehicular signals: 7'-0 11 for pedestrian . ' I ;... •o I ,., □ signals and left-turn vehicular signals,. unless otherwise indicated on plans. 2. Top of standard shall be 4-1/211 0.0. • 3. Conduits shall extend 2 11 max. above finished surface of foundation and for Types I-A and l~C Standards, shall l)e sloped toward -hand hole. 4. One anchor bolt shall be bonded to conduit. . 5. Conduit between standard and adjacent pull bol\ shall be 2 11 size minimum. 6. In unpaved areas top of found·ation. shall be 6" ·above surrounding grade. Soc plono for typo of oignal -mounting. Poot-typo tormlnal compartmont. ~Cl~ NO SCALE To,:,ard Flaohor control cablnot ,:,hon 11poclfled f.:J .....--1-soction olgnal hood A:§ CD Louvorod unlo~ othorwilio lndlcatod on piano. A:::! ® ~Gao tubo LJ typo ped.Gignol W:l li CD • w-o CD ~ .CD POST-TOP MOUNTINGS BR ACr{ET MOUNTING§, <D Mounting lncludao .tormlnal compartmont ® Spacial .mountlnga (Uoa only whon lndlcatod on plana). filjU~1JL__]~OOJiiAA NO SCALE Mount tormlnal compartment ,on oldo of polo O\'IOY from traffic. intorooctlon Backplate-·,..... Typo A-6 or A-7 olgnal mounting 2,_0 11 ,:,Ith yollo,:, lon11 and bachplata. Podootrlan signals I '6 .5 g_ ' gg -----Podootrlan puoh.__j : _ button (Whon .. •0 -.t--'1'. _· _ Indicated an piano) : ~ ~ , -,._ b b --. : 0 -I ·□ ,., • ID I <1' Slip fitter b I H ' t -7-0 ~ypo . _ iD 1-A,(u~IOGG othor"11GO lndlcarad on piano) □ • ..._ 1" min. galv.steel pipe SI ip fitter ·sign (by others) Typo I-A ( unloao cithor~loo Indicated on piano) 1-A,I-B ON TY.PE n,m OR LEFT TURN LANE ADVANCE FLASHING BEACON ------~ p See .. POLE PLATE" detail. 3 l/2"mln. ~ ~ • ca C \ ~ ;;; : E Drill and tap far <I' ca I-II • I ' • 1/2 otd. p pe =---·fl-' - Two ro"1G of 3 ~ ble g OI • Guido 4-1/211 Slip oet ocre\'lo 3-1/2 ' 8 fitter --- - ~ ON TYPE -OR l·C STANDARDS ;X STANDARDS SIGNAkS INSTALLATIONS NOTE: Mountings shall. be orlente_d to provide maximum horizontal clearance to adjacent roadway . POST-TOP 'MOUNTING BRACKET MOUNTING I Pedestrian signals ,shall be positioned on the side of standard nearest crosswalk controlled. 27/32" -• IlftltC~_J;_©t~~~~~IT.la®. - . . NO SCALE I" • ID -U) 811 0.0. ~--"--- 2 7116" 2 1/8" 2118" 1/2" ~rF~-;■..,.-,-i="l'"T:--, 15/16" - ! I• I ' I •I· ·1 811(t112•~ on pool mounting 5"(:!-1/4") on mart arm ~ -0.058" or hoavlor gage I Signal Houolng 3003-H 14 aluminum 11heet \ 1--f'l--_r ~ --_ , \..!: -Lock nut-t ,' \ .....J--~-rutout and bachplote fo,r 1211 rod. 1 112" Nipple-' Mounting brachoto - 0 'NO SCALE ---, I • ,.._2 Plpo mast arm ,< __ ,., 7/f6" Hole through slip fitter. Loch ring. Soal "11th gaohet ooallng compound.· proof· loch \'7aoher Cadmium plated steel alien oet acrewa . Offoat Gllp fitter ,:,hon bachplato lo uood NOTE: Sorrationu In fittings oholl match thooo In lacli ring ft::.!i ® .l. 15/8" 2 1/8" 2 1/8" 2 ila" SECTION A-A Cutout for 12" Drill olgnal hoall arid attach back plcito uolng (6) 1/4" -io platod ... braoo machine acre\10 Aftor olgnal has boon plumbed and 11ecurod drll I 7/16" holo·through moot arm In lina ·nlth hole through ollp fitter. ' Pia co -3/8" galvanltod • bolt nlth ,:,act.or undor hood through holo and securo ,:,Ith t,:,o nuto and a \'1a11hor., 41/2° SLIP FITTER FOR POST TOP ~.10UNTINGS .. ~'"' -;------, ✓ ,ti )-. v . . ARROt'J ll2"GLASS LENS) --r ... A FRONT Y!E\-'/ grean arra,:, :.----1--,,. \'11th nut and tock-\1aohor. REAR Vl'EW NOTE: No background light .ta ohow bemeon plato and head. SACK PLATE DIRECTIONAL LOUVER NOTE: . L ouvoro sha II be oocured In 'place with one plated brooo machine ocro,:, and nut and orlentod 011 dlroctod by Englnoor. • • @~~_&_~~JO~~ NO SCALE ' . -i(: ' '1. @ ' ,, ' ,, . i::~)\~I' ~;;;;~-cem plated • ote:>I allon aot ocron SllP FITTER FO~ MA§T AR~-1 ~10UNTING 1/16"1 l/8"·sarratlono Q.*5/16" 3/16" Braoo All algnal hoado to bo attached nith lock ring ate. oa lndlcatod for ,moot arm mounting at loft. Pino Ring ta bo of_ brooo,of oufflclont contact aroo to cover flange on otgnal houolno. . LOCK RING NO SCALE H/2" Pipe throado -- SPECIAL 90° ELBOl."J O~ for oach faco, oxcopt thooo \11th opecla I ollp flttor mounting. 112· • ,._ F-.. -ST~TE P'II.Dl:ftAL .. ftO.ICCT No. ,.l■CAL ■HllUT TOTAL t---+---------+---• .. _•-1--••-1-•-••_n_•_I CALIF SECTION VII Oc4 60 APPROVED DECEMBER 5, 1961 TRAF~~_.,.NO. 5429 TO ACCOMPANY PLANS DATED (@0/! 4 /'J 62, Sllp fitter M=l. Top Mountod ~ Sldl Mountod Slip Fitter. (Uao only \'7hon Indicated on piano.) Sllp flttor Moot arm ~v1AST ARM MOUNTING Waahero curvod to flt atandard Signal atandard )' SECTION A-A 1·2-~8 -, ti!'4" I --+-- Le Curved to flt otandard WASHER DETAIL @ 5/16" "t:~----r;tj,1__.flat Waaher Cable guldo Coot Bronzo ---' I ,<:■"-1-112• Pipo I 'I --~' 1/2" Standard bolt Slgrnil otandard SECTION B-8 cadmium plated or galvanlzod NOTE: On upper clamp omit cablo guldo on cantor halo In standard. ~~ NO SCALE STATE OF CALIFORNIA DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS .STANDARD DETAILS N0.2 TRAFFIC SIGNAL ANO HIGHl."JAY LIGHTING INSTALLATIONS Nat To Scale Revised -s-1.:; "2 NEM DRAWING NO. E· 7?-.-5310-S St-IT. 7 • ' ,. I,', PROPOSED ------ Cl c:::J Cl. c:::::J fm ~ c::>-+-o CD 0 0 ◊ s:;:t. 0----0 ----- • • Pluma (/or a 0amJqJ f/:=!;!inalicn (fer a Bonda) .. Cin:r.:ii (I {)and) End of conduclor SYMBOLS EXIST! t-JG ... ..... _, ........ w.-. ,:, ppl> -o- -o-~¢- Q ~ ---- Si9nal ecm:!-Jil L,'fhlinq eontluil Pull l>olf tlon-diradicr.::I pra1m11ra d3/acfcr Ncn-rliroclional md(jnalic dalec/or · ()iroclicnol praMura defector Ccnlrol/ar • Traffic s/(Jl7al, acch-arrr.Y 0M·r1oy H,ree color, mlh hoclrploka ( on Typa I-A otandqrd un/{lfJs ot/r.s,.Qis3 specilial) , Traffic ai<pr11l tttra CV 1/rrca-eolcr oiR, /J~Aplate (on r;,a .l·A alarrd<ird uni~ oNtamisa specified) T'roflif s,ifmil ona r:;oy llrrc:rcol::r m"HI (Jf'C311 art'Q ( en 7 Tj,pa_ I ~mlard unlqaD olharr1iaa s,p:icilietl) {Rod and yo/1~/oworedJ . t'/ol!t·t'loil;:"Jqt;frian Slg,si (1 'Type I !Jhndord cnlooo of,'l::re71C3 gpet:,"f1a<IJ Ai<brilricn sierra!, 2·color head {on 7' Typo I ~ondord unle1111 olllau·1ico t1peci/,ed) t.1aol crm lraffic sig~I {rnJh l>ct:ltplok)(cn Typo JI slandard) . . . . £/aclro/rP;_,q,aa/ mm./.i?e i;-Jt/h r.,~f arm frollic Si(Jno/ r1ifn Doclrpla/0 r Ripe Dr sfcndord) El<rclrolier, ma,;/ (ff'm lype /Type X atondorr:d • Eleclrolier, upri(Jhl typo Pedat:,~~n push lwHon M post P:>r1cr a , . Telaphone pole Fira hydronf _ • f/os/,1~ /t3ocon,one·.r1ay . r,aff,c signal r1ilh all coloro louvered Overhet1d conduclor . . ,,,=.,=ct· cJ(o 1~s¢@f, 1e ,. ·• • T • -:v ( --• · lja>ig/ Mqrhings. · • 8·1 Phoaa Defee/or No. I on St,11/h . !tUJ of 1nlerseclton Oolactor Circutl TYPICAL BANDING OF CONDUCTOR ENOS ~.u_.:n_.,~.R..~ Q, :, • 1-lul»v 4-~? NO ~ALE ( Sae Wota II) . . ------ r==, .. ===.=07'_: . -r . I ... \} •-•. ;) ELEVATION / 11 /ntJpeclicn Hok11J( Nol re'luirad CY/rare . . . • -pan i!J removable) . • Jf.i. ·, -;. ___ -r ·1 Jurrtlittn &JC I -.. , . (;rollftfi Bu!JhiMJ fl 1' • . 2 '5/ttorta to o /loo fer drdiROfe and fraa. . mo11amanl of comluil Approx. Zcu. fl of clean crut1had roclt. • • • 'PRESSURE DETECTOR NO SCALE DATIi 4-n I • 60 30 0 30 60 I I I \ GENERAL NOT ES I Unless o/herw1se 1nd1cq/ed, .x,-,,.-1,;~ oo-7 cf~/~::: /?r·cor1d'..-'.1/ .sh:71/ be I inch, /raflic s19nt:1/ cono'v1I .silo/I tie L' incl, aod lt?hl1n17 c..:,nd.:/tl silo//~ 1.11! 1n~I,. 2. Conduil sholl l>e insr1olled' 18"' minimum beloiY cvr/J 9rod'e 1n sideD"olk areos ond 36; minimum. t,eloD' {Ir.ode or ftnished· :surfoce 1n • o/1 other oreoa, eJ-cepl that conduit installed ir,H,in curbed diY1dit1(1 slri,P.9 con!Jtrvcted on t1J-istin9 povemenf mo'I be loid on ond secured I" 11,e pavement. 3. Conduil runs porallel to curl>s may l>e placed c1djcJcenl fo /Jock of curb, ercepl ,,,!,ere 1n confltct wdh e.r1s/Jng foc,l,tiea. 4. Comluil krm1nofin9 ,n slond.ords and pedeslols sho/1 e.rfend approx 2" ohove ltnusJ,ed lop of loundolion ,tJnd ghall slopa,, foc-ord fhe hondltole. • • S. . Con4uif ankr,ng . ty~ M Can/roller cobinefa .aha/I be sealed · using seol,ng litlin9 with oppraYed 5eol,ng compound 6. Con/roller po<lesfol sholl be seole<I :of fop with apprerred seoltng compound · . . . • . • • "• 'l. Pull /)a.res shall. be No S e.rcepl OS shown ofl,erwi5e. 8. Pull bo.res shown 1n the Y1c1n1ly of curbs. shall' bt/piaced adjacent lo bacfr of curb, ercepf rYhen ,n conl/lcl w,fh er,sl'/ng foci/1/tes. • 9 S1gno/ naufrol sho/1 /J~ o separate lltOAW6 conductor: 10. Conduclort1 befereen /Aollasfs or fronsformers ond lum,noires shol/ he d10 ,4JY6, tSt70 Yo/I unless noted ofhern-it1i. II ,1 band or. IA!inds(see <leto,/ th,°4 sheet) shall l>e .olluched near fhe end ol ecch conducfor !lhot?tn(I~-. • .. a Circuit .ond phoae (m.tJ!,I t>a omtlled ii clec1rlf1 shotYn by color codinf!). • • • o Oeolinolion 12. t/nder9'round conductors I" .s19n1Jls . shot/ be rub w,fhout split:etJ vnlo.aa otherwioe indicated IJ. Neulrol conduclor.t1 mo11 k .spltceo' 1n pull /Jo.rec. 14 lllrea feel of slack shall be prorided ,n eoch con,ducfor ,n eoch pull '"'"'· • •• •• • 15. · A seporafe cono'ucfor, ofl11rr tl,on·'. nevlrol, dhol/ be rvn lrom each defector elemenf lo control/er. , • .. 16. Conneclion lo each ferm,nol ol 'o pede!Slrion puoh. bulfon .shall 1H oy o sin?le con<luclor. Splice-a, sholl be mode 1n neoreaf pull /,o}{, ' . 11. Color codin(I lor w,r1n9 l'o petlesl'rian S1(lnc1ls sho/1 /Je 'OS specified for correJ1~ndin9 veh,culor 9reen ond red ,nd,colions. T ! 1 j T r I .1 ., + ~ I ,,. ' I/ ' / ' -/ , I 18 IYhere e,r1sf1n9 conductors are fo be re-ut1ed1 the color c"!'in~ mus/ conform lo fhe Slondort:I Specilicolions . 19. Oelecl"r pos1lion dimensions refer lo confocl uni/. 20 Top of dafeclor fountlofion sho/1 be /lush will, povomanl surloce. 21 Oelecfor conlocl uni! surfcce shall /Je level with rim of frome or no more than Vb inch hi(lhar. If lo~ unit shall J,e r.aioad us1n9 one-place, g,alyon1zed, sheet mafol shims will, dimensions the some as the bollom surfoce ol lhe conlocf unil 22 Yehtt:vlor ,tJnd pedesfrion s1~nol maunfin(Js shall be orianft:Jd sq as lo provide m'1rimum horizonlal cltioronco fo oc:!;ocenl roodwou. lJ E.rcepl dS 1nd'1coled, slantldn:1S sboll be 1ns/o/led with I! fool minimum clearance lo face of cvrb or ed,e q/ shoulder 24 Ercepl oa otlrerw,se ,ndicofed:-Tm, -color pedeJJlr,on si(lnol heeds shall /Je wired lo indicate red duri~ corl'espondin(! Klhlc/e vel/o~ ond red 1nlerYo/, and green durin9 vah,cle artten inler//81 l5 Unlt1ss olhortY1t1e ,nd,cofetl, St{lnol slondordt1 sho/1 be ploced fl,e folloo,n? d',slonce!I 1ns1da OCR or £CR: • 2J' R. curb return -2' JD' R curl, return -1.3' • JO' R curb relvrn-G' IS' R· curl> return -17' J5' ll. curb ralurn-10' SO' R. curl> refurn -20' 26 • • Controller co.01nef podealols shD/1 be s11r11lor '" T1,1pa I·A slondord ond shall ba pro~ided ~ill, four M6 11 vrJnf ho/as 6# lx1/ot7 flta 'lop 2r An 01,ve 9r~n band .sholl be pc11n/ed around poles and pos/s w1/h p~desfr,an pus/1 bu//ons Bond .,;hall be 18 tn&hes htgh symme/rtcJ/ abou/ /he push bu//on asoembllJ. /ZO/c~ volts t 6 L lllis /elf .sm'lt:ned.!Jv rt --t 1 se1Y1:,-ulik'-' I I ••:, '':f ' . : 1 EXOSNHT ~ ·tyira, JOA Service Plu9 Fuse __ _.,..,, __j1SA -2lfs. --, P/119 Fusa 7JOA -4lfs I ...--SDfely Saclu1I 8o.r I Lll:Qltt _1 .... 1 --Ta sf 8lock ( f>9 afltt1rs) I I J'F~ I I • I /20 Wtlh Sip,ol Sarrica --=s.-:-_ -- 12016/ls L-'17 Servica ----- __ J -Ground I I l I ' -l I I . • ' 120 90 60 30 O· 30 60 90 . 120 DISTANCE IN FEET TYPE ro· Sl11elded Htghi,,ay L 19h ting Lum t noire 30 ' Mounting Height, 20,000 Lumen Mercury Vapor • Lamp ISOLUX LINES. OF MINIMUM HORIZONTAL ' COMBINATION 3-WIRE SIGNAL ¢ LIGHTING SERVICE r:o r,gut 'CTAff n§t..tA."~~;,:'; ~ l'OTAL. YCftO r::). ~001'0 • ., DISTRICT VII STATE OF CALIFOqN1A ::=ARTMENT OF PUBLIC \"JQRl(S 01V1510N OF ~IGHWAVS .. JUL 17 1964 DI'!. OF HWYS., CITY & COUNT'{ (), PROJECTS DEPT. / " c::F O=O=T=====C=A=N=.D=L==E=S ., SCALE AS NOTED J2.-t53;0 -s / •. ', I Ii Removoole rain- . tight shaft cop ·-7, • -3 1/9 0. D POLE TOP POLE TYPE II JI-a .III .III-: 0 :z :Z-o POLE HEIGHT 8 GAUGE 20' X I0go • 25'X I0go • 30'X 1 (JO _ 3 5'_5_ 1 .2.!!._ 30'X 10go • 35'X !0oo. • POLE BASE DIAMETER ,, C II 6 3/s" ' 7 5/, ,. ' 16 • e· ! . 8 11/;6" e· 8 11,16" BASE PLATE '. ANCHOR BOLTS BASE Pl. DIMENSIONS SLOT SIZE. BOLT CIRCLE DIMENSIONS 1, 0 II "b,'' "b2,, ,, I" -If ,._ . DIAMETER 111/;' 91/2" If 1/2" ' / l/4,, I" X 36" 9 ~,, .. '. II 1/l 9 ½" 111//' I¼" !" X 36" 10· II½_." 9 ½" 111//' / -1/9,, 11/n"X 40" . I I" 13 1/z II" '12 ½" 1/. ,, I 2 I 1/4''x 44• II 1/2 • II 1//' 9 ½" II 1/;?" I ¼," 1 "X 36" -II" 13 ½" II" 12 ½" I¼" l"X36" . II 1/2. • I BASE AND .ANCHOR BOLT SCHEDULE / ' ") f_~r~~= 2" Standard pipe-- a Nole: .. II 9aqe occep/ob/e 1/ fobr1caled trom shee/ steel of 40,000 psi m1n1mum yield. *-II: Len9r.-1 1na,c,sfed does ·not ,ac,..,oe re9u1rd.J <;t"-90",bend ' "' 2 "Standard pipe luminaire ----~ ' mas! arm. -~ MAST ARM ' .... f---- Ve" ;Y ELEVATION r I c:, 3 "X 5 "Hand hole, reinforced with 'No 3go. nng lf/;?"wide welded lo outside of pole, • 4 ~-X 6 ~• No. IOgo. cover plale1 localed ,n some quoaranl as inosl arm. of mas/ orm --4 -I Y4" boll hales slolled for boll circles -'-,1'-...::..."=:-:t--''!,,-<'--(< 'v . \ • ( I ~ • for I ~. bo II 0 __ ;> Type III-a pole) --- PLAN POLE BASE 15'-o" unless-olherwis·e noted ' ., ' ~- ::: :-,.· ~ ~I C:::' -1 12', • I <::): ' -' NOTE.· "-..\ · TIE ROOS , I. All tie rods for most arms s•-o• to loss !non 12'-o" in length shal1 be as shown. 2. All traffic si11nol most .arms and most arms 12' and longer for lurnmoires with • integral ballasts shall bo equipped with standard pipe t,o rods with woldod 5/8 round boll ·lips cin each on.d, thre?d';_d 5~ , , •• _ I . Pipo tie rods shall bo 3/4 for 12-0 lo 15-0 most arms and 1• tor mast arms rongor t_han 15'-_o•: • • _ · . I Omil lower mast arm from Type I 8:Z-a poles. ELEVAT-ION .... I ;,, ,, ' TYPE fil 8 m-a OR TYPE X 8 X-a ( TYPE 1II SHOWN) SCALE: 31a" = 1'-o" Sidewalk. • finish I I NOTE: Arin dnlledonddimpled or.llse tapered woshers lo l)erm1/ slro1qhl !le rods. • 2·· standard pipe crossarm for Luminaire flastarm 2 "Double-extra s/ronq or 2 '12 • slando.rd pipe cross arm ?ti" for Signal Mastorm /.?=-{ f-~~i;;;~:_ ::: 1/;? • Tie rod bock slay 5" thread both ends, (See Tie Rods Note,this sn't. PLAN Use lock washers under all nuts 1/2• Pldle bracket • ~---1/2• ¢ Tie rod back slay I I I I I I I I I I I I I I I I I I l I I I I I I I I I Taperedwos/Jers--1"--"" 2 11Slandord pipe mast arm ELEVATION MAST ARM TIE RODS .AND·CROSS ARM f1SCAt. Sl'lf[T 10TAL yt.a"· NO, SH!fTt CA IF DIST COUNTY ROUTE SECTION • IQ _, -- 'JiJ•V • <::) TO ACCOMPAN¥. PLANS DATED dune ? 126 z 11: '8 _, ") I I G POLE CALIF -TYPE I I I r,r-r-"', n, +--'ll .:::i E: I I : I '---%~,'£ ~7%%:S : I at each 1Yelded 1 I join!. I I I I SPLICE STANDARDS GENERAL AND INSTALLATION NOTES ( Use for most arms ,n excess of 8 ',n length) I A lls//afls and mas/ arms shall be gal//on1zecl. Bolls;! screws, nuls, washers and lie rods shall be [IOIV. or codml{tm ,ololed or cooled w1IIJ o#le.ra,opro;,-eo'm6 2. The lower 5 1 lepglh of a 35' 7i:f'e .III-a pole shall 2 "Standard pipe traffic signal mos/ arm. --- ~ c:, T_ • - '1:1- G (~'l.0:~ ~:: 1,/;6:!J.tfff:,, w°tf:;~d1:~~~-o::,11er end of o 30 '. Type .III pole 3, The lower 5' length of o 35' Type I-o pole shall consist of a 5' -ti 10 ga9e tapered section (8HO.D.lo 8 ll/l6HOD.7bull welded lo /he lower end of o 30' Type I pale. • • I I • 4. The lower 5 length of a 25 Type .II-o pole shall consist of o 5'-: 10 9090 tapered section (6!i',IO.D.lo 1fh60.0/bult welded lo the lower end of o 20' Type JI pole. . • . -• ._ .. '1:1-MAST ARMS :it I. L uminaire masl arms shall be so curved Iha/ when ~ maslarmis fastened lo Pole lhelvm1na1re end snoll ~ 1101 be below lop or pole or more /hon I' -6 "above. ~ ~2 -Cl • ~~ 'I> q, H-l':.---:-l-:•:-----'-, -,'!' 3. 5 ~ 0 D. ..... ¥' The lost 3 11 of the most ar,11 shall be straight and shall be horizontal with luminaire or traffic signal .al/ached. Connection bel1Yeen most arm and pale shall be mode by means of o roinlighl socket of o design permitting simple removal of the • mast arm and providing a chased outlet . ...... <::) c:, • I 0 Cli:::j (\j 'I> for electrical conductors. ~ ANCHOR BOLTS " I. Each standard shall be supplied wiih 4 anchor bolls. j Top 1wo inc~.es of io1,r.dat1or. ,o bo l)ou, ed level w1'ii c:.iewol'-fir; sh . Each anchor bait shall be provided with 6" of thread and o 4 "-90" bend and shall be furnished 1rith lwa nuts and two washers Washers • shall be 3/16"X 2 1/2 "0. 3 Threads may be cul or rolled. Bolls shall be galvanized or plated afler threads are formed. ELEVATION TYPE II 8 lI -a (TYPE II SHOWN) SCALE : ~a•, = I ' -: 0" Sidewalk.· finish 4. On8 anchor bolt shall b8 bonded tr: conduit STA TE OF CALIFORNIA DEPARTMENT OF PUBLIC WOR DIVISION OF HIGHWAYS STANDARDS --CALIFORNIA TYPE 20ft., 25ft, 30ft, 35ft.,Pole I 1 r fi -,,_<C"- ~-~,. ~ REC[IV[O JUL 17 1964 -... . CJTY & COUNTY PfWJEClS DEPf, SCALE AS NOTED I REV. DATE· '3-9 -6i DRA\'JING lE- 72-!33/0-S SH-r. q /0 ,o' I '. IO I SECTION A-A NOTE: a, j SECTION A-A 't,.0 ' I O I I I lo I '--c:>A W-21-R DET0URO::: ROAD· CL0SEDr--r====~o~' Fresno i=l> i'o: ...--------9' -o"---·-----<"-1 Signs to be furnished by State • All timbl?r to oo S4 S Use 112' Carriage Bolls wi!h cut washers and nu!s. , TYPE 8 TIMBER BARRICADE a' sEcr10N SCALE • ,,; "' 2' TYPE A TIMBER BARRICADES 101 SECTIONS SCALE I"• 2' r0 _L j,o,.....--100' PUBLIC ROAD INTERSECTION R~120' -~---.,. R= 32' R=l20' Variable R= 120' ,,----'- R=32'. R= 1201 -c-----Edge of Pavement • Edge of Pavement ~.--50--:,c---j.-:-, ----- t m I") R =~12' I 5' -Variable ' PRIVATE ROAD INTERSECTION ·' •, •' . . 0.17 1 DIKE 0.12'min. Shoulder Edge -~---~---- 0.51 DIKE -TYPE A -Variable Cut Slope _ --"--ff·-Fi 11 and compa,ct with excavated · ·.• oV / /S,/ . --~motenolto top of dike • -. ' ,... ~ompact A C. against excavated face 0.12' M1n. ~I /4 · 0.42' . • 1/2 : I or steeper . · . Shoulder Edge • j . Min. • I . . .• . 0.5 DIKE '."' TYPE B 20' ------ CAUi', APPROVAL RECOMMENDED Engineer of DeSJgn Civil Engil\e:!r License No. 7603 A ppro•~.CIIM.Se"/l J.. l.96'1 ' ~ __,,,,...,,,.. ~-. :::<. - S.lola Higt,woy Engineer •· .. '-Cillil Er,g,noor Uccnoe No. 5945 10'-s" • ~ NOTE' Minimum spacing 5'. -· :::i£...?F Spacing to be bar length between 51 and 20' spocmg. Maximum spacing 20' t When length is 15' or more o 5' bar shall be t•sed at each end TRANSITION 2 TO 4 LANE by Others a 1/orloblll IO'fll20'. 0.33' .L DIAGONAL RAISED BARS T-TRAFFIC BARS CROSS-SECTION SIDE VIEW CROSS-SECTION SIDE VIEW . TYPE A TYPE B RAISED TRAFFIC BARS // r J • 6"--•1!{ i? R= 2 '-,__ t,P AI-S t-11fe---i ·4"-+---1i" • • ' • C " f-----·--------35 ~ - L_ 401 -+--7 r-• ______ _;. 24h r '~fR•9. . /' . • . . $ / . . I • t. 2"or variable • C 2 TYPE • C • I t ' ' • • _i 00 . ' Al-8 TYPE A 1 r • -12·:.. -·-i I • t ,J J ' Ii.'° ! • • • • DI ' . ' • • <i--D1recl1on of Trof fie J D r-·~--9'~-·--1 --··· 5 ''.~---4 , •• _ ' . Bl • + r ..-'-;_;, 'w 82 TYPE B To accompany Plans ~n!ed __ . tll/Ot' _ _/#--·!2.g_Z_ No•e Types B3,C3 D3 $ u pe nmposeci on I.'••~ ting pav<'mtn• '-"-.J'.L..-"''1.J,!.....i:...12.IL.....J,,(.lf./4/.l.-"~l....-W"L...LlE,._j ! • • TYPE F Bridge Deck (ON BRIDGES) t.ng,neer . .,, tJes1qn :·nd [ rig,neer ucens.e No 1G03 Slate Highway Engmfft C,vd Eng,nter L,cense No 59-4& TY p IE. G BridgeOec,> ( ON BRIDGES) · Type A-2 Curb Type E Curb ~•---~-_ {.J • 4,: -l -·-------,,_ ____ _:. ___ _ :._.,.·.,: ;.·:·a·------- . -~~~~ -·-------.. ~ ;;c£;Ii ===~~~----0.-08-.:J-•i'..): CURB QUANTITIES • 0.29' i. . 0.31'- ~~-~-· 0 ·.: ~ ----------~---"'"'"------ ----·:.~I~ -----7'-------~ ----·-------···-----· --______ , _____ _ STANDARD CURB TRANSITION -TYPE E TO TYPE A-2 -• Bridge --Foce ot Barrier Curb· Approach Slob •·. "varyqross Slope Note: Straight Line Trons1f1cn in F'ow Line and Top of Curb unless otherw1s!' ordered by Engineer , End of Bridge Curb / as required -..______ • -~-~-----------------P- ' ' 0.1.8--, r-- loco!ion of Colch Basin if Required \ 7'Min Type E . FLOW LINE TRANSITION-TYPE.E AT STRUCTURE r--7 •. to 1 ~ Direction of Trof fic t _ I ; ! ____________ _ L. oa:'f-l Barrier Curb / Type G ~ Type A-2 • Curb·· • o-,r, r::: oo L--1---..---~ _t ' T r-----+--• 0 I 7'-f1-i,1~· .. , 050' • r--Van1;:s ~ !Warp when needed • See Note 3 I Fron! Edge ' • I • r,I Side olk I Jo·",-:-,, . ' -"' \ ! i I \ ' I p h-.--X ·-if) ()) ~ Stra,ghl D Grade > -I . CURB TRANSITION-TYPE A-2 TO TYPE G .CURB TRANSITION-TYPE A-2 TO TYPEE 'See-Note) ! : ' ' I Sfra,ght a. .""' -X I Grode E' 0/2 ♦ 0 0: ' t •. ' ~-.. PLAN ELEVATION l ' 'O --~I a. ' >1 • -~--.,,--1 -'-----1;.7_ 8::::· -~. ~ DRIVEWAYS . 0 . ... Case A Normal s,dewa:k CaseB SECTIONS Type C.Y. Per Lin Ft Tvpe CY Per Lin.Ft. Al-6 0,02585 GI 0.02752 A2·6 0.05903 C2 0,06457 AI·8 0.03084 C3 0.00965 A2·8 0.06379 DI 0.03073 81 82 83 0.02930 D2 0.06782 0.06171 03 0.01223 0.01074 E 0.06661 NOTES: 1. • Case A normally applies 2 ·-Use CaseB when romp slopes would exceed 10% 1n Case A. 3 -Use Case C when sidewalk slope would exceed 6 % in Cose 8 longitudinal slope of warped oreo adjacent to driveway shall no! vary.more than 6o/0 from the long1!udinol grade line of the sidewalk 4 • X = 3'-0" except for curb heights over 10" where 4 I slopes shall be used or, curi.J ~;ope 5 Sidewalk and ramp th1ckness"t"at driveway shall be 4" for residential and 6"for commercial 6 D,tference 1n slope of lhe driveway ramp and the slope of a line between the gutter and o point on !he roadway 5 feet from the gt1tler line shall not exceed 15 o/0 Reduce driveway ramp slope, no! gutter slope,where required. STANDARD CURBS AND DRIVEWAYS c; •• ·, •I:'' x . ·: ', .. , .. 5_ -• '·-- '',.' Match Curb Type . ) . . ,. ' .-,-, . ' '. W!4.:::;:-==:=.:=-==-=,;=-=;;=mJm===,=::":""'~=:== __ ""F 0 \H· '. • • > ·.:9 . lockv1ashers -, , -;.. . ', , ''' , , ' \....., ,. ',. Type 10.;.9 Gro_te' . . . '. ·, ;.t ' 1.$=0 ===J ·===-, ~~ " -w ' LL.,;_.....,....,_...;.½..il..-'-:7'-:-'-::--,--,--,-,--,--'---,, ______ .-:--;,_-_ -::"'._,..':"-_-~ .• ;:-___ -:_-:_-:_-:_-;:,r1"'-.J-:;i--• _, j..5%1, ___ ,-_,-_-.:w=2•.:1i:11;; . , --_--___ .. -3::-5•1/e •,_.,s!l.l --, ,·--~~ -, ; >p· i:A_N,, ,, . . ~~---'. ' ' ---,--:· L.· . ---,f·ype:--GJl - • " ---- ,, 1'-,!~----=IF Type 24-12 - or 24;,15 Grates l---+-+'--'-1---,;;_,.--'-'---'--'-,--.,--,---'--,----'---'-µ_. Curb batter :;. -, ·• Some slope as gutter , ' , H I 1-..t ... J .____._ , , SECTION' c~c 0 ,_ w FAC.E ANGL.E,ANCHOR DETAIL . , .' :l-S~e Note _8--......, :.- 1 • Angle to suit C11rb Face 1,;6 hole in face L •---Batter r-..M~~r"Edger Finish Nut tight on lost thread -Curb Height ½'_ 11! StirruP_.,_,I -,.. .. ,_ --:--Ve_r_1__ ~"max. u 6 Protection Bar_ 1 !"Cl rod threaded 3" on top , end. --,----co "--Gutter depression , Edger Finish /_ i PROTECTION BAR -- DETAIL .. (See Nole Nd.G} I CALIF, _ ro accompany plan!; doted _ __.f._.llc.c'l,..'/1.,.e'-.,.l,~,_l "-9,..£,.._ ___ _ DISTRICT COUNTY ROUTE APPROVAL RECOMMENDED <JJL:iAAA1 Enginoe, of Design Civil Engineer license No. 7603 SMIO HIQhwoy Engineer • Civil Engmoor Uconso No.5945 _-.-. _ Anchor-:~---·-.'"f"'':\f -114 :,;;,v---' • ' ~-;~f :": .• • ' .·\···: s·ECTION .F~F ·., > • : .--I " ~ -.. • .-:·-· -'. ' _1/2 Sfove bolts--'.tT _ _ and lockwoshers. (Place ;; , S between grate _slats) __ _ Total·-4 ' < .'.,',. :_: ' '-.. ,'. ·-, SECTION X'."' X ·• . ~ ' -IO"'f--6" __ -_---or wall ·H· ·. .If'_ • ., -,12 for 8 wall Type A curb, only . .. . .r-_ , "• ______ --_ {Var. Depression ;-f , ., ...... ::\Yi.l_"._,,y' 2'-0''.-~-::-"i ,,-. ' • :~"-'Jf":•::.1!:'.~;\·: ;,<· .. ,-· • JI 31,tHoles (required onlt l-i ~ • -with trash rock) ,. • . -·-, GRATE FRAME 'DETAIL • ' -. . ' ~--· . \ 14'' . Long ' . Mi.n. ~i[i;f _ 5 VF 18.5 ·• _---i /i/ Min.•_ H -· -n .. :: .:·.•.; .. _-TRASH RACK ' ' ( For use with pump instaHotfon) H ,..;..:;,.....,,_· B'c: Q" 'or L:.est,~·1--6=--,,"-1 8'-1 '' to 20:..: o" 8" • . -· • ... , '..f.)~~: .. \t)'~ . I I Key ' \ 2 . 3. 4. 6. 10 IL GENERAL NOTES _ "H''is the difference in ~levotion between the outlet pipe flow line and the normal gutter.grade line undepressed. - For "t".woll tl'lickness,see table. --·_ _ _ ' , -_ _ Reinforcing steel shall be" 4 b~rs Q 18"± cenfe.rs. Placed I !t:t clear to inside of box unless .otherwise shown'. _ _ ' Steps:-' None required where "H" is 3\..G"or less.Install one step 16" above floor when "H"is more than 3'-; 6" and less them· t ' u ' ,i u. . ' ' l ,I ' . '' ·-' •. ' . ,_, .. 5-:0 Where H 1s more than 5-0 , steps shall be evenly spaced @16" intervals from 16"obove floor to within 12"of the top of • • the box. Plate steps in w~II without pipe openings. -·-- , Whtin shown 01'1 the plans, place Cl "6 protection borhorizontolly,across the length of the opening ond bond bock -. 4" into the inlet wall on each side. Curb openings longer than 7'sholl hove 1:me curb:support fo_r each additional ?'increment or fraction-thereof. . -. • ' . . Pipe (s i con be placed in any wol I. Curb section sl:lol I match adjacent curb. Basin floors shall hove wood trowel finish and o minimum slope of 12:3 from all directions t01:-1ord outlet pipe. Galvanizin\l' See Standard Specifications or Special Provisions. W= 2'-113/8 for one grate. Add 3'-5 31; for additional grates < • -• in tandem. 12, -See "standard Grote Oetolls" 077-for Grote and Frame <fatoll 13. See --------~ _______ for D:ipronoion detailo. ff7 r-------------:---111 r----------'-,-·--, , -I 1I I ----I ALTERNATIVE REINFORCED BOTTOM 0 CJ l ii I I tl l l 0: STEP DETAIL 1/2 Stove bolts and - -lockwoshers Type 18-9 Grate 0 \t; Stove bolts and !ockwoshers I I I I ! I I Type 24,. 12 or _24-15 Grates I " STATE-OF CALIFORNIA DEPARTMENT OF PUBLIC WORKS DIVISION .OF HIGHWAYS \ ,