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R_5023_S
. ' ' //-~ ,.:· ( 'vii : i i ',• '· ' \ , ci > J >' • " ADAMS AVE. CITY OF COSTA MESA " " " " 0 0 • I " • C • 0 I 0 > " • VICTORIA • IPIR.0.]JIECT . , BAKER ci " ORANGE COAST : ' COLLEGC • w ST. AVE. BAY J / CITY OF ' NEWPORT ' BEACH ' N '•. -"'.!.: .. ·.(_ VICINITY MAP ' ' GRAPHIC SCALE IN MILES I I De I: • -~ 4,11 ) • -'"~. ,.., .,. :J ! BEGINNING OF PROJECT STATION 655+84 CCJI1fY OJF NJEWIPOJR.1r IBIEACCH lPUBJLJIC WOJRJI<.§ DJEPARTMJENT Il=Il Il GJHI ~VAY IT M I?~ 0 VIE M~JE N 1r S) OlFt.ANGlE S1rITlJEIE1r VK<CJINIITY SIGNALS AND WIDENING 200 0 200 400 600 GRAPHIC SCALE IN FEET END OF PROJECT pTATION 665+88 1[ N D·JE X SHEET DESCRIPTION NO . I TITLE SHEET 2 PLAN AND SECTIONS 3 TRAFFIC SIGNAL PLAN 4 CALIFORNIA TYPE POLE DETAILS 5-11 STANDARD DETAILS APPROVED BY a,,ad ~ \ PUBLIC WORKS DIRECTOR REVISION DATE DESCRIPTION AGENCY INITIAL PREPARED BY PORTER, O1BRIEN €1 ARMSTRONG CONSULTING ENGINEERS 510 31 ST.-STREET, NEWPORT BEACH, CALIFORNIA DATE CE 13615 1-9-64 DRAWING NO. EE 3600 R-5023-S SHEET I OF 11 ' '1- I "-! ( ,-~ \ ' ) \ (' - .._ SIGN LOCATION 65/-1-40 Rf. G57+-IO ·Rf. 058+-OO Lf 659+-75 Rf. 059+75 Lt. 66/+65 Rt 663-100 Rt 663-f-00 Lt fo64-f80 Rf: 6(,:,5-f.35 Lf. t;,G6r50 Lt --NOTE LIST REQUIRED Insfol/ W4/R // RZG(s) Remove W54R Insf,7// R26(S) II II Reloct7fe .RIR Insto/1 R26fs) I/ II II II II II II W4/R ' 55~ 55t 'fl!zyd11,;re11 I, Line ~ (:i 1\1,.,---.... 3/+' Iron Ape SURVEY CONTROL onfinuous Oepfhs ,, NOTE_ ll//s/90 wortf. btJ olfrrs. • ~ . ,4// ufi/ifies shown below t7r~ c fhrou9houf /en9fh or projed and locafions :shown ore c:z on/If and :shall be verirled b pproxlrno/e If confraclqr. ~el ,,,Nl 0 I . - o'~' 06".) g \i. • , a' I. ..SEASHORE DRIVE 0 /:?'AC 01/6'/?t.AV /?E-OU/Rc-D -. . . . ,, Ex!sflna B "+ P.CC Pavernenf wifh A.C 0ver/01 1 / ,_ i: I Rlvernenf 1: , I .5urve'f I 10' 10' 10' I 0 .. ~ --r ;JJ.!91 C\l 0 I ' I / / / / / /" / ~ 37 ~----------.-4.,-z"'·-=-'------------------1 I I 44-' 5.5 TYPICAL SECTION • Beginning to 659+ 80 663+00 to End SCl'7LE !~5' 10' . Oriqina! Rd=4'· CJri Ina/ er' S/2/d N<2lilPav'i: 14" SURVEYING AND MAPPING BY JACK S .. RAUB a ASSOCIATES COSTA MESA, CALIF. 0./.E''AC Reqd A. C. Overlaq(f xiJt) P.C.C Pav·f E-xisf ----/''=40' , -ExhtAC5hld ( Each 5;d,2} ·- s' I\\ \ \. \ \ \ \_I \ \ .:J "A. C(,!;xi.1t) 4".t' A.B. 'E-x/st 0.3.:3· A. C Re a' 0.67'A.t3. Pe a' A.C. DU<E NO SCALE F.B. I34R-U JOB NO. 8303 BENCH MARK'. I BRASS OISK STAMPED "y 167-1933" SOUTH CORNER OF CONCRETE BRIDGE OVER SANTA ANA RIVER AT COAST HIGHWAY, TOP OF GUARD AT BASE OF -A PARAPET WALL. SECTION A-A ·u.s.c 8G.S. NQ "y I67°:ELEVATION=IG.Oi, 1961 CITY ·oF NEWPORT-BEACH DATUM. 1 I I I I < I- z w 0 w l!) a: ::> I- ..J If) {:; ~ --·,-" --- ~ -;zs'PocKef ~ .,d1aoer . . ~ "------- Ren,ove exisfin9 /uminoir; span UJ1re1 pole onrj anchor 9u'/. (/II.I. C.) SEA.:SHORE DRI//E NOTES I. ALL STATIONING ON THIS PLAN IS IDENTICAL TO STATE HIGHWAY PLAN DIST.:2:II ORANGE COUNTY 60A-22. ->< 2. REMOVE ALL EXISTIPIG TRAFFIC STRIPES MID LETTER! FROM 656 I 84 TO 66§ I 90 3. ALL NEW TRAFFIC STRIPES AND MARKINGS TO BE ACCOMPLISHED BY OTHERS. CONSTRUCT NEW PAVEMENT; 'A , 0.33 .C,, 0.67 A.B, REQUIRED RESURFACE EXISTING PAVEMENT; 0.12° A. C. OVERLAY REQUIRED * DELETED PER ADDENDUM NO. I, 3-4 -64 SO. ,APPROACH ELEVATIONS ..SC/?LE-l'!;,201 RECOMMENDED ~ PRE~Rm ~ "' PORTER, O'BRIEN a ARMSTRONG ...,.__,=-c~-----i ; Consulting Engineers APP. VED '> 510 31 ST. STREET, N_EWPORTBEACH, CAL, ~~~~~~~~:;;._! ,;_ PUBLIC WORK DIRECTOR R.E. NO/P.5:?.5 CHECKED_-_ SCALE NOTED *As BUILT G-8-64 COAST HIGHWAY IMPROVEMENTS ORANGE STREET VICINITY PLAN AND SECTIONS CITY OF NEWPORT .BEACH PUBLIC WORKS DEPARTMENT DRAWING NO. R-5023-S. SHEET 2 OF II \ I \ DATE CONDUCTOR SCHEDULE AWG C/,f:CUIT 12),A #14 G/3 wAa WBP PP8c, 'A PPe,G •l!!!:J Soares To'lc1/ #12 Oet (d,A Dt:n':, 7J8 PP8-P Ds,f Common Torr::11 #(0 Stqno/ Common . i..1.1rn/noire '?eta/ I POLE SCHEDULE .S7:4AIDARD -'•ltSN, L MTG. PP?- ,va ,o,.:::s-cR1P1/r,A, .s1G.M4. LL.IM. 1.1A POLE 'S:i.£ ~P.=~="f7=+-p,=:4r,~tA~.~='E=, /, IA 2, IA ..a. lll' 4. IA S. I'A ·10 6. I',4 7. 11l 8 . .!A 10' ad lo' !ti 10' 3d Id lo' 12 . 1.5 /,2, A•Z w-o A A-Z W·O /?; 8·1 M-2 w-o 8 A-z w-o A A-2 w-o A A·Z W-0 8 8·1 M•Z w-o 8 . A•Z w-o A ECMD BY DATE £ £ .3 3 3 .3 z 2 2 2 I I I I . .3 .3 15 15 2 --I I I 3 z .I I -z I .3 ~ 3. 3 z z I I 3 IS z I I 4 I 2 ,3 . --6 \ ' DIST. CO. RTE. SECTION VII Ora 60 N tB ,,.,... ..,// I "£,,{,{.(./ V ,--- NOTES /. T/1/S PL4AI .4CCUR4TE FOR SIGNALS£' L/Gflll;(JG 0/4/LYI . '-----DVICT tNGllHER ~--+---E.,,risl: A.C Dikes- 2. Lvm1noireboi/osf:; s-11:7/1 be placed In ,Pvlibo.,res: v;:. '113 fa pull box -------t----n-+-,--c:::i 3. F/oshln9 Ind/cot/on .sho/ I be red on both ,Pho.res. 4. 411 mos! orrn rnovnfed s19no/ heads shall be IZ"s1ze. Sii?9/eSfort Commerc/ol 8ld9 Znsfa/1 Tffpe 11l confroi/er; fwo pe>desfrion in ferro/ f1mer.s in ?fl'e kl co6inef ------- Voconf -(State R/fl/) DETECTOR SCHEDULE DETEClVR OPT/01,_I 1-W·A 1 2-W-A 1-E·A Z-E·A . A I 1-N-81 1-s-e I \ ' ' hV·8 ~• • ~isf1A.C • \ Pa//ernenf) 5 /11/eprc/ oollt1sls /'or mercury 11c,17or ll/117//70/res .skol/ 110/ be t/seo' 0,7 lllis pro.Jee! ~i I I I I Commerc1~/ Bld9- 1 Under Const • ' {2 sfcr11?) • • . I 1t.,, __ _,,.,..,,,,. __ .,.,,,._,, .... 6 • 117e /171/ic/ lur1J-Ol7 o/' Ille 1111;y fra/'l)c .s;p110/ 6'/8/em .s//o// J;e ll7oo'& dt1r/179 //;,9 /?01.1,rs be/ween 9-00a.m. 011d ,?:Oop.m.. Pr/or lo /urn-017 ol/ e91.1;j:;111e1J/ os s/?ow11 on Ille p/011.9 8/Jo// /Je li1s/o//ed ond opero/J/e. This ino/ude,9 ''/Yo/Ir-/)011'11Yt1/k"_pede,9/r1on .5'/fll'OI&; fl&d&8lricn _pue/7 .bul/o,7s, Ye/,io/e deleclors 011d /?1917woy ,. /;9/;l/119. ,4// lovrers1 hoods c11d .boo/r,Ploles s/;o// .be ;i,.9/t1//ed in plooe. Si.9110/ lleods 011d ,17eo'eslrio11 1';/d/00//017,g 6'1lt1// he d//eoled lo ;:;,roy;de mo.rlmt/177 r1s/Ji/1/y 1P3fz pul/box e::=#.a_fz ,P1.1ilb~,-x ___________ _ ,275' TO f!J.C ' '\ Remove e.xislln9 pole, spon··W1re7 lvmli?a1re ond anchor 9t./if (Bf of/Jers) w (.!) z <:(, 0::: 0 I ~, ~1 I !Bolles/ Voconf (Sfc:Jfe R/JJ,} 1-5-8 ,t1... C ~-~t: =al-'+-o-·0:i/2pullbox Exist AC Pavement) z,1,,' 20E3:3==E=OE=::=::==l2E0===~4~0======~60 GRAPHIC SCALE IN FEET NOTES I. All electrlcal work shall conform to.this plan. The Stancle.rd Spscifications, specia1 provision5 c.;,d the Standard Detail sheets in efrect in District Vll,Traffic Office on February I, !964 will, by reference, be made a part hereof . 2. The Contractor shall notify Supervising Traffic Signal Technician, Hewes, at least 72 hours in ad - vance, of his intention to begin wor.k by telephoning RAymand 3-1373. Arrangements for required State Inspections of the electrical work will be made al this time. STATE OF CALIFORNIA HIGHWAY TRANSPORTATION AGENCY DIVISION OF HIGHWAYS TRAFFIC DEPARTMENT RECOMMENDED } PREPARED BY COAST HIGHWAY IMPROVEMENTS , PORTER, O'BRIEN 8 ARMSTRONG I-===;::::=======-! l Consulting Engineers APJJlOVED . ORANGE STREET INTERSECTION ~ 510 31 ST. STREET, NEWPORT BEACH, CAL • ./ha-6,/~ "~ TRAFFIC SIGNAL PLAN '-1\ ,,_---~ PUBLIC WORKS DIRECTOR h , ~ l-----~R.!::E·.:,::N0::;:./4;c:;"";;;:"":;;;;,-"-f--------------,.=::: : : - - : : : - - f ~ • ?;;;(' ~#>,-CE 13615 DRAWN J,L.B, DATE l-9-64 CITY OF NEWPORT BEACH DRAWING NO. ~ p.fe fl)r~ EE 3600 CHECKED_ SCALE"NOTED PUBLIC WORKS DEPARTMENT R-5023_-$_ SHEET 3 OF 11 ·• ( ~ I ltJ ( . <------1 ( < Projed Engineer Dato ,r' " " II " 0 ------------. : : ..,, " " " Meter :: I/ Socke0 II ,v Ir' I I II II " --a I r"""lt"------,;;-., ,------1 I~ ll I,'@ ® 0 111111 Y//4 L.LI.l.lJ - 0 iZJ ---- 0 fl) I I! Ill 'l/...<: L.lllJJ '""'-'- ... 0~ <:: <> \.) V, ·--- ~ liT 11~11 II 11 II Ni :~ II II 11 Jl~ ~ [i L.. -- ...._ <:: ... ·, ·, {: 0 ... ::;; . , <:: " • "' .., Cl \.) <:: _, • <> Co ~ \.) '--• ----f!J 0 ---l-J I 1111 ~ 1.,J.IJJJ. I II 1:::,.,: v-l'J' MULTIPLE SERIES MULTIPLE SYSTEMS TYPE A FLASHING BEACON TYPE B MULTIPLE FLASHING SYSTEMS BEACON TYPE C TYPE D MULTIPLE SYSTEMS TYPE E SYSTEMS LIGHTING TYPE F TYPE G Notes: 0 Position of service equipment to be determined by serving utility. ® See "Service Grounding" detail. If service pole is utility owned, service riser shall be furnished by contractor and installed by serving utility. On state owned poles, the service riser shall be furnished and installed by contractor. Service riser conduit shall be terminated with a service head and shall be sealed to prevent the entrance of water, as approved by serving utility Service switch. Flashing beacon control with service switch . Meter socket box with either manual circuit closing device or space for test block as specified. • .. <:: .. <> .. .. -<:: -<:: <:: "' <, '>. ., c:t. :t:: ~ ., - ( -' lt ., .., in' "' -"' .... ..... ~ "' t <:: ... ~ <> -<:: "' \.) .!,?, • ., '- ---::t <> -' I I I I '< L-lJ. _j , TELEPHONE OR OVERHEAD INTERCONNECT TYPE H ,,,.-----------Street Level - -- -- • ~ '-----Conduit to contra/le,: or relay cabinet. Exact location to suit telephone co. or power co. When containing telephone cable, size shall be I½ " and minimum bending radius shall be 3 6." Telephone or power company manhole UNDERGROUND a" Dia. galvanized --~~ steel pipe. ------... 1-o ' -_, "°A C\J PCC ELECTRICAL AND TELEPHONE SERVICE DETAILS GUARD POST Oosign Enginoer Dote NO SCALE f/2" Conduit---t-----1-LII - Ground clomp and required fittings must be accessible. Conduit must extend to ground electrode to / _J___protect ground wire from mechanical injury "' •,o" I " _, 1~ .,:I 1 ~l'f) l '\, ------Ground elec trade 1 1 ~/ I " '-----~ ___ .J ~ TYPE A f/2 ti 'I ~-10" Diameter precasf concrete box. Inscribe 10" cover "Ground :1 Conduit-----.__ ~ , ----.. IHI -------Ground clamp Y//,''' I I [ l;;-v, ,_ -,'..i'·.t· / f l '-IJL-J'"::. I ";;,=h-•.,-.; -"l ~ !l;,-~ I _ I • _ , I:; ,I:: 1 I 1< \oC\j --'-----#----1-I ' I 6 " -• ~ II 5? 1 I ,,-i--~ I wq f-----1 Min L-G-r-ou_:n_d~e-lectrode l Face of wood pole or face of concrete foundation for steel pole. TYPE B (Install in sidewalk or paved areas) SERVICE GROUNDING NO SCALE • ApproYCI Recommendod By Dato NO SCALE 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. - • ---------B.P.R. REG. No. STATE FEDERAL PROJECT NO. 7 CALIF. DIST. --- RECOMMENDED APPROVED ,/} "~dr _,_;,,__., ~ L . o:: PUBLIC WORKS DIRECTOR R.E. NQ./""6-"" i 'DRAWN ___ 1 DATE __ _ CHECKED SCALE COUKTY IIOUTE SECTION SH£tT TOTAL No. SHl:ETS APPROVED A_ . /4{ .. " /_-,r )_ z.;:t;.,~ ... Assistant 31e'Te Highwcj"Engineer C.E. Lie. No. 5989 TO ACCOMPANY PLANS DATED COAST HIGHWAY IMPROVEMENTS , ORANGE STREET VICINITY STATE STD. DETAIL ES-I-2 '. CITY OF NEWPORT BEACH DRAWING NO. PUBLIC WORKS DEPARTMENT R-5O23-S • SHT. 4 OF 11 40" TYPE R CABINET • I L SIDE © 4 -~ --8 Back 4 Auxiliary Door Panel [Mom k//as/JI @ I ~--rl>'. I - - SiiT'~ Fr0nl Bach of Cal:J1nol See General Note 7 I:) I It') NOTES: 1 PadvJslal, /K/sa,tYntl fcunda/1onci6'h1/s.sJim1/0r/Q E S-2-L3 S/qnafan:I. ( Vn/ewJ o/her~ise $1)flcilia/J 2. Cah1nq/s_ .!Iha// '13 p,r,v1tloel ~1'/h s/,p fi/lar lo parlilll lilttJ/nltn? on 41/a II a o. psdes/a/._ .3. tipper entl o/ p&IFt1S/ol 11hall be 40:z q a/). 4. The o'is/qnca /Jelw'66Y? lhe hllom o/ /ho e'Onl;cllar co/Jing/ and lop o/ /he itwndolion '3hall he: :J'-7" /()r pre-hmeo' con/rollers. :J'-o • for /n,i/ie ocluolu'd cMll"Ollers. 5. Conduff bet~en foundotlon and adjacent pull box I 2'-0"1 71:> pull box shall be 2• sire minimum. PEDESTAL AND FOUNDATION TYPE M CABINET Cob/et/ -4.ttJ) TY PE G CABlr~l TYPE G AND PRE-Tl MED CONTROLLER CABINETS f28~ . ,, ' . ...... :!' \ a; ;-:.--.. Boe.fol' Cobine/ () ' .. • B"minimum c/6aranco be/ween ctmdvil /'II/Jn911 ,and /'ronl 111' ca/Nm/ See General CMlrollbne/ r,--- 1 ,r-,1 e--o· im=ir.H~J[~g Note 1 "'----+--+= I Ins/all 2 Pole lermi'nal t,/oclr t7hm l)iJ/JI \. 3 -o· I µ:.:m:j /er;;,inal bl«# 1:, o o ROIUQQQ. AC--to o~-¢---t-C.-f'J-t-Q PC.C. PEDESTAL FOUNDATION TYPE M CABINET ~ --ilO Anchor bolts and L..,,--sl,1~ lJt'G'&C/7 Conlrol lM1tlnSPSCJ/~f 3/4" x 16" Anchor baits. Length does not include 2"-90" bend (4 Req<i) 0 ® 0 © Main switch · lnstollotion per ffl(lnU- facturers template. R. M. AND G CABINETS Fuse receptacle. Cartridge fuses in Type R cabinet. Plug fuses in other cabinets. Controller -Flash-Signal switch Field wire terminal blocks. Mount on metal shelf when specified CABINET WIRING AND WIRING NOTES 0 ® ® @ Radio interference suppressor Flasller External light and control relays Shelf (adjustable every 2" m Type R cabinet) Controller unit located or top shelf. I 2 3 4. 5. GENERAL INSTALLATION NOTES-ALL CABINETS All cabinet dimensions ·are nominal. Foundations sho/1 be located to provide face of curb and back of cobinet. 2~0" minimum clearance between One anchor bolt shall be bonded to conduit, or ground wire. If telephone interconnect is specified a minimum of 5 inches clear vertical space shall be left beneath all other equipment inside cabinet. Vat more than two cond1JCfors from a detector or push-button circuit shall be connected to a terminal on the lr!rminal board In the controller cob/net. 6 For telephone interconnect a 3/4" conduit shall be instulled inside the steel or 7 PC C pedestal to o point I inch above the cabinet or finished surface of the P.CC. pedestal Conduit shall terminate in a No. 3-1/2 pull box adjacent to the foundation. In unpaved areas, a raised PC.C pad of 2~6"x3'-0" x 0'-4" for Type G,M and Pre-timed controller cabinets and of 4'-t"x 3'-0" x o'-4-" for Type R cabinets shall be placed in front of eoch controller cabinet. 8. In all unpaved areas top of foundation for G, R and Pre-timed controller cabinets shall be 6"above surrounding grade. In paved areas fop of foundation shall be level with ~urrounding grade. Auxiliary door flash swifc!I 9 Rainfighf vent (and cabinet fan when specified) Anchor bolts, nuts ond washers shall be galvanized. 7 " 2 Is 0 2 0 I 0 8 0 3 N.EM.A. Standard plug receptacle grounding contact 0 4 0 with d ., Screene vent, 8-//2 holes or lo , vers " I Drain pipe with screen DETAILS OF CONTROI_L:: NO SCALE CABINETS " 5/8" ,./"5;s" C) 5 SJNGLE POLE RELAY RECOMMENDED APPIIO\/ll) MAR C_H...._J_9_6.,,2,_,,, __ _ TR~1NRR LICE...:? t:o. / DETAILS OF SIGNAL LIGHT RELAYS COAST HIGHWAY IMPROVEMENTS. DOUBLE POLE RELAY NO SCALE s __ ,_ ------------·'---•----------~ -~~ ~d,,. ;_ PUBLIC WORKS DIRECTOR R.E. NOL"'15Y?" DRAWN DATE CHECKED_ SCALE ORANGE STREET VICINITY STATE STD. DETAIL ES-2A-2 CITY OF NEWPORT BEACH DRAWING NO. PUBLIC WORKS DEPARTMENT· R-5023-S ; L. Sl:{:ri, ... -\11 . C•• ••·• •• J ( I . ! < < .. -0 z 9" I I • •. jBSl/2" BASE 11 go. Tapered 3"X 5" Hand halo a Cover ... l-o z 21min. .. ~ BASE 4"X 9" Galv. cast iron pipo flango F. a D. 4"Galv. steel pipo or conduit ( Th road both ands) --5/S"x 18"Anchor ... l-o z 1--4" Std. galv. atael pipe 3''X 5" Hondhol e and cover 5" I. 0. Min. at base /--112" Base plate A:! A-2 @( 5" 1.0.Mln at base. 3/4"x rs"anchor bait. __ J;p!~.3 .. ffi.~-"r· ~9= Thread 6; with :,::::·,· 2-nuts and 2- bolt. Thread 6" with 2-nuts and 2-washers each. Length does not include 90° bend. • T-fltting with plug , ·pl' • 0 h .•· ,,,.. washers each. Lengt •. ~:JLl'1· -,), -~ ::o:: does net include 90° _ _,__ bend. TYPE I-A STANDARD TYPE 1-B STANDARD TYPE 1-C STANDARD ;... b -' ;,, ( Detai la not ahown same as in Type I-A.) NOTES: I. Standards shall be to'-o" far vehicular signals: 7'-o" for pedestrian signals and left-turn vehicular signals, unless otherwise noted on plans. 2. Top of standard shall be 4-1/2" O.D. 3. Conduits shall extend 2" max. above finished surface of foundation and far Types I-A and 1-C Standards, shall be sloped toward hand hole. 4. One anchor bolt shall be bonded to conduit. 5. Conduit between standard and adjacent pull box shall be 2" size minimum. 6 I d t of foundation shall be 6" above surrounding grade. . n unpave areas op See plans for type of---.___ signal mounting. " Post-type term Ina I compartment. SIGNAL STANDARDS NO SCALE Toward i ntersectlon Flasher control cabinet when specified ...,.------1-section ulgnal head A-6 CD PC - Mount terminal compartment ,on side of pole away from traffic. Backplate Type A-6 or A-7 ulgnal mounting 2~0 ,, with yellow lenu and backplate. Pedestrian signals I "' .5 .. ,._ "i ~ t .!:! ,::. 0. r.-....---Pedestrian push~ c -button (When .. ·0-1-~+. ·-· indicated on plans) ~ i b D ::, u -· : -,.._ 0 :Q I 'b ~ D Pedestrian signals a:, -,.._ "' .. -0 u--.. "'c .5 D C 0. f .. ,::. C ;;:: 0: -0 ai , I □ 0.: ;,, Q; CD Slip fitter 0 --7 '-o" Type m I-A,( uni ess otherwiae noted on plans) □ Incandescent sign lightin~ 1" min. galv. steel pipe SI ip fitter Type I -A ( unleos other.,lse noted on plans) ON TYPE I-A, 1-B OR l·C STANDARDS ON TYPE ll, m OR X STANDARDS LEFT TURN LANE SIGNALS ADVANCE FLASHING BEACON INSTALLATIONS NOTES: I. Mountings shall be oriented to provide maximum horizontal clearance to adjacent roadway. 2. Pedestrian signals shall be positioned on the side of standard nearest crosswalk controlled. 3. Bracket arms shall be long enough to permit proper alignment of signals. 27/32" TYPICAL EQUIPMENT MOUNT I NG 6" ,,~ y~ > ARROW (12" GLASS LENS) _1 t A s" 2 7/16" " --2 1/8" 2 i/8 I ,,- ' 112"__,. ~112; ~i/2~ f-- ' -~ L , "-" -~ -~ ~ ,_ ' -. ::: ,.... .t ~ ~ '-·~ ::if .... ~-s... ,1_ " " " I 5/8 2 1/8 2 1/8 2 1/8 SECTION A-A "I FRONT VIEW I 5116" a"('tl/2'1 on post mounting A 5"(.tl/4") on matt arm\~ _Q.058" or heavier gage ~--fl--~~~-, 35~~;t-H14 aluminum Cutout and backplate for 12" green arrow f ,' ' ..J-__c-.,Cutout and backplate f Mounting bracketu Drill signal heatl and attach back plate usin, (6) 1/4" -20 plated brcas machine screws with nut and lock-><os REAR VIEW NOTE: No background light to show between plate and head. BACK PLATE DIRECTIONAL LOUVER NOTE: Louvers shall be aecured in place with one plated brass machine screw and nut and oriented as directed by Engineer. • SIGNAL HEAD ACCESSORIES NO SCALE Li_ ® -These signalu face inte~ -Backplate Red louvered Yellow louvered 1211 Green arrow '. Unless otherwise indicated on piano) A-7 ® ~Gau tube u type ped.signal w..:J. W-2 CD D .6.:.1 CT) W-0 CD ~ CD o8 83 ~ ®CD W-3 W-4 CD ® • TOP MOUNTINGS BR ACK ET (!)Mounting includes .terminal compartment ____ ...._==..a...--:;.;.;..;::;..;:=..:..=:.z. MOUNTINGS C E 1,2" Slip t I 2 r @Special.mounting• (Use only when noted on plans.) 3 1/2" min. ~ 'Drill and top for 1-112" st'd. pipe =- Two ro\'ls of 3 set screws ~ 3-1/2"~ NO SCALE See "POLE PLATE" detail. . a> "' . ~ '- <t ~ --pf-- Cable 6 Guide ' m POST-TOP -MOUNTING BRACKET MOUNTING ~ C_OJ;J IF~ fR IMJslIT-~ NO SCALE ---, 0 \ . ,--2 Pipe mast arm TYPE I 8-4 ~ CT) ® W-5 ® ••• DIV No STATE CALIF "ISCAL Yl:Afl SHEa No TOTAL .Hl[lttS DISTRICT COUNTY ROUTE SECTION ... l(FT _10T .. L APPROVED----:.------------'7/6.3 -~~ TRAFF~NEE~ ENGINEER LfcENSE NO 5429 TO ACCOMPANY PLANS DATED _______ _ Slip fitter Mast arm Back plate . .,) Slip fitter 811 Lenu Moat arm SECTION A-A 112" I 2-3/4" • ,B I r ~nm ! -...,,Yit/4" M=1. Top Mounted MAST ARM Curved to flt standard M-2 Sida Mounted Slip Fitter. ( Use only when noted on plans.) MOUNTING Wauheru curved to flt utandard WASHER DETAIL (I;) ~~,-------itj--ifj..---Fiat Washer Cost Bronze ---, ' \ l.J"',-...1----_,< __ ,... 7/16" Hole through slip fitt,r. (For A-I 8, W-1 mountings) TYPE II ,.._ (Far A-3 BA-7 mountings) r- A Cable guide ,{:-----1-1/2" Pipe I '' __ :~!/ Lock nut-- •" red I 1/2" Nipple Lock ring.Seal with gasket sealing compound. proof lock <1auher After signal has been plumbed and secured d rl 11 7/16" hole through moat arm in line with hole through slip fitter. ' Place 3/8" golvanized bolt <11th waaher under bolt head through hole and secure with two nutu and a washer. 11,, _/'.·" ' 1, • Stop~-+-~- C.;i :admium plated s1 eel set screws. 2" SLIP FITTER FOR l\.,1ASJ ARM MOUNTING NOTES: I. All threaded openings shall be 11/2" 1.P.S. 2. Serration in fittings shall match those on bottom of signal heads or in lock ring. 3. Top opening shall be offset when backplate is used. SLIP-FITTERS FOR POST-TOP MOUNTING Ali ~ignal heads to be attached with lock ring etc. aa Indicated for mast arm mountin9 at loft. Ring lo be of brasa,of sufficient contact area to cover flange on algnal houulng. LOCK RING 1-1/2" Pipe threads - SPECIAL 90° ELBOW One for each face, except thoae with specia I alip fitter mounting. NO SCALE ·; (D L~-i-' ~_., LB Signol utandard 1/2" Standard bolt SECTION 8-B cadmium plated or galvanized NOTE: On upper clomp omit cable guide on center hole In standard. POLE PLATE NO SCALE RECOMMENDED ~d, -- PUBLIC WORKS DIRECTOR R.E. N0L&?59> COAST HIGHWAY IMPROVEMENTS • ORANGE STREET. VICINITY STATE STD. DETAIL ES-28-1 DRAWN ___ 1 DATE. __ _ CHECKED __ SCALE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DRAWING NO. R-5023-S SHT. 6 OF II I j I I ( ( ~ , " "B ,, " " ' " ,,c ,, t ./' "D" "B II I/." ~1----1 -----==----+1-=• D:...-. -i-:', ~2,;;.i-, I --+I /.,.,2~11---+1-------1, I /4- ' ' STRAIGHT SPLICE (600 V or 5000 V) Use 4-way pressure---~ sleeve connecter ' ' ' ' with branch removed c:i • STRAIGHT SPLICE DIMENSIONS -Inches AWG 11B11 11 D11 600 Volt 14, 12 or /0 Solid 2" Yz" -------------- 2 Yz" ½" • 600 Volt 8, 6 or 4 Stranded .cr:i ---------------3¾7 5000 Volt 8 Solid I II T-SPLICE DIMENSIONS -Inches AWG 11 B II 600 Volt 14, 12 or 10 Solid 600 VOLT" T" SPLICE 11C 11 = Connector length PROCEDURE A. Remove insulation from each conductor to distance ~ Cr f;' and pencil ta dimension D. Roughen penciling. B. Train conductors and place connector, centering over butted cable ends C Crimp connector. If crimping tool is not ratchet type, solder crimp connection. D. Insulate. Use method '}!!/'on high voltage circuits unless otherwise specif ed. INSULATING METHODS Low Voltage Circuits (0-600 volts) Method ~11 I. Apply one coat of rubber cement and allow !rJ dry. 2. Apply low voltage tape to a thickness equal to original insulation, painting final layer with electrical Insulating coating If P. V.C. tape is used. High Voltage Circuits (601-5000 volts) Method ~11 I. Apply one coat of rubber cement and allow to dry. 2. Apply high voltage tape to a thickness equal to original insulation. 3. Apply two layers of low voltage tape, half lapped. High Voltage or Low Voltage Circuits -Method 11B" I. Apply two layers, half lapped, of synthetic, oil resistant, self fusing rubber tape. 2. Apply .007" thick P.V.C. tape to a thickness equal to original insulation. 3. Apply two layers of asphalt impregnated, open meshed fabric tape and fuse in. GENERAL NOTES I All dimensions are nominal. 2. Rubber tapes shall be rolled after application. 3. If P.V.C. low voltage tape is used as a final layer, paint finished splice with electrical Insulating coating. SPLICING PROJECT ENGINEER DATE DESIGN ENGINEER DATE APPROVAL RECOMMENDED BY DATE • c:i I -1<) 0 STREET LIGHTING Cll Cll HIGH VOLTAGE II 'ff3 brass stud bolts, nuts and washers,2 per box. Recess cover for nut. Inscribe TRAFFIC SIGNAL--~ I when containing • signal conductor ~ II /9 +/ II ~~"-~ ~STREET IE IE ...... 0) LIGHTING ' + -0 '?rt'=:"=========!:!~'."-Omit for low ! 211~ r-- -C\J 10 or I/gage SECTION A-A ~ _l_ PB !"Chamfer • c:i ,T Paint Black _, :...~ C\J C\J Paint White enamel Target Plate A A 18 gage metal FRONT voltage circuits • 15" Grade (See Note 3)_ Bonding Jumper a " Tube, 'ff 5 wall 1/'/611 I. D ~-Concrete bottom, pour in ffeld Clean crushed rock sump ..--~Screwdriver slot II II fl•II I Yz x¾ x Ya U I~ lg. •:;,a' brass hold-down bolt and nut. Bolt holes shall ~l-~~====~ match standard stud bolts. Cover shall cover entire top of box Inscribe with 1fi~etters as for concrete covers Sidewalk or pavement grade Na3Yzor No.5 Pr. Reinf. Cane. Box·-_,.---1 Seal around conduit with morta. ------" 1° TRAFFIC I I 1 SIGNAL @I \. _______ o::,, ~ ''dia. lift hole I" 1/4, steel plate cover, galvanized after fabrication L l 11 !" 3 11 I /'z x I 7z X 46 L :;:':=t..,:-.,-,¾'x 1¾1x 'n; L • Bevel ends to fit lip of box. Roofing Paper Pour in Field ---1 5" ~ . all around (Type A Guide Marker-No Re(lectors) PULL BOX MARKER PULL BOX WITH TRAFFIC COVER NOTES /. Use steel cover and special concrete footing, as shown, when box is to be installed where subject to traffic loads. Steel cover shall have embossed non-skid pattern when box is placed in paved or sidewalk areas. 2. Steel reinforcing shall be as regularly used in the standard products of the respective manufacturer. 3. Tap of pull boxes shall be flush with surrounding grade or top of adjacent curb except that in unpaved areas where pull box is not immediately adja~ent to and protected by a concrete foundation,pole or other protective construction, the box shall be buried /2 inches below grade and shall be marked by a pull box marker placed adjacent to the pull box. Where practicable,pull boxes shown in the vicinity of curbs s~a/1 be placed adjacent to the back of curb, and pull boxes shown adJacent !rJ standards shall be placed along back side of foundation,un/ess otherwise noted. PULL BOXES / 1, 60 I--30 t:: L,_ ~ 0 ~ 30 <: ~ CJ) 60 ...... c:i R~cf·i·0. STATE FEDERAL PROJECT NO. 7 CALIF. 01ST, COUNTY ROUTE TO ACCOMPANY PLANS DATED 120 90 2.0 6030 0 30 DISTANCE IN FEET TYPE ill 0.1 60 90 Shielded Highway Lighting Luminaire 30' Mounting Height, 20,000 Lumen Mercury Vapor Lamp 120 ISOLUX LINES OF MINIMUM HORIZONTAL FOOT CANDLES Drill and counter sink for 3/B" flat head screw StCTION FISCAL SHEET TOTAL YEAR No. SHEETS SHEET ' TOTAl No t SHEETS C.E. Lie. No. 5989 4 '2 4 A I / 1 ~/4 11 deep recess cast ½ 11 "/_i'n cover seat. h II Pull box cover I Approx. '2 space I - I< - 7 -' - \ A-<1-'Ballast ~ II L II I II Balla st hanger, 10 '4 x I Yz x ~ SECTION A-A F.B. steel, galvanized. Mount ballast handle at balance point. BALLAST INSTALLATION IN ROADWAY PULL BOX No Scale RECOMMENDED APP VED PUBLIC WORK DIRECTOR R.E. N0..1?5 .9'~ DRAWN CATE CHECKED_ SCALE COAST HIGHWAY IMPROVEMENTS ·oRANGE STREET VICINITY· STD. DETAIL ES-3A-I STATE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DRAWING NO. R-5O23-S SHT. 7 OF II l j ( • ( J L. SECTION A-A ' 0 " " • 6'1min. ' Detail "A" Lone A f FOR THREE LANES Median curb or barrier stripe, 4 'min. ---<>l 1,.--2 max. PB -Conduit to sensor unit Median Left Turn Lone -.,., -..., Loop I. 8' , I 0 --a !2'or as located by the engineer Sensor unit in raintight galv. sheet metal, or equal, enclosure on signal standard 5' above base, or sensor unit may be located in signal controller cabinet. TYPICAL THRU LANE INSTALLATION TYPICAL LEFT TURN LANE INSTALLATION INDUCTIVE LOOP DETECTOR Installation Notes: I ) 8 , . m,n. Plug~ 2' max.\ Median curb or barrier stripe I. Sow groove in pavement for loop as shown. 2. Install loop in accordance with manufacturers recommendations. I ES EP !" Min. asph. cone. over conduit. No. 31? PB_. See Detail ''A"/ I "c . ,, ) I ondu,t ,3 12 ) ES EP { ( 3 /6' A A A Detector Compound ~FOR -LANE STRIPE A TWO LANES ~ FOR ONE LANE Specifications as above/ 6' 2~ A Transducer and amplifier attached to metal stoke with hose outlet down. Rubber hose from transducer spliced to 1/4" 1.0., 3/32" wall, neoprene tubing by means of 1/4" serrated hose connector. Neoprene tubing (of length reguired) run continuous through 3/4" conduit and through detector compound. Seal conduit ends. IMPACT DETECTOR (For installation instructions see special provisions) 0 0 0 6' contact unit unless otherwise noted 0 0 0 0 0 0 0 0 0 0 0 0 Splice box t" inspection holes. Not required for removalJle type pan. Foundation shall extend 8" outside of frame on all sides. Contact unit :~~-~-_.z,.~·;_.:"J_ r}'";:~ ... ;;.~ ... "' ... ""_.~ .. ~ .. ~.';;: __ ~ ... ~ ... as ... ~ .. ~,.~.,~ .. ~.;;.~-.~ .. ~.,;;,~ .. ~--~.;; ___ ~ .. ~~~~-::'Ti<:•, . ~:~~'!:;ng Top of foundation shall be flush with pavement surface Roofing paper 2"steeve lo ollow for drainage ELEVATION lnstollotion Notes: -Approx. 2 cu. ft. of clean crushed rock I. Detector position dimensions refer to contact unit. 2. Concrete under removable contact unit mounting pan shall be finished flush with top of pan supporting angles. 3. Detector contact unit surface shall be flush with rim of housing or no more than 1/8 "higher, if low, unit shall be raised using one -piece, galvanized, sheet metal shims with dimensions the some as the bollom surface of the contact unit. 4. Screw threads shall be coated with anti-seize compound. All screws shall be tightened securely, PRESSURE SENSITIVE DETECTOR • 3. Place 1/2" conduit in sowed channel in pavement and run into pull box, inserting conductors from loop in conduit as it is being placed. 4. Splice conductors from loop to 2# /4 TW conductors through /' conduit to sensor unit. 5. Backfill groove and channel with material approved by the Engineer. I Termino Comportme nt -------..._ , /T-fitting with plug n J ~ LJ Ultra-Sonic Detector Directional aiming of Ultra -Sonic / Detector shall be IA----== }i' as directed by the Engineer. I C I 11 =-= =<= I Pole ' I ' 0 ' ~ "' SIDE FRONT TYPICAL LEFT TURN LANE INSTALLATION ULTRA -SONIC DETECTOR VEHICLE DETECTORS • ~ - J ..., 2· ·• 4• ~ 4~-i..o ..:.2. .. I --- - I " ,.--21 steel Std. golv. pipe 3/,., mm. / ex Anch 12" or bolts -~ .1: 1\ t". ·: ~ .. " : : : ' • Q, ...,, " Q " ..,, ___ = ·.•; .. ;-- j_t'-6~j FED ROAD STATE f>ROJ NO FISCAL SHEET TOTAL DIV. NO YEAR NO SHEETS CALIF DIST COUNTY ROUTE SECTION SHEET TOTAL NO SHEETS Approved To Accomp■ny Plans Doted -------- Pip~---~,,,_-...,,,J Bose-~~~~---"~""""' SECTION v I " /4 • It) r-t-4~~dJ-Cut hole ' to fit pipe 34" Holes Note: Conduits shall protrude 2"max. above finished surface of foundation. I" I 5" I 1? R r-, .,___---'"----...i"" BASE DETAIL 0ro CROSSO STREET PUSH BUTTON WAIT FOR WALK o SIGNAL o FOR WALK -DONT SIGNAL 0 0 0 0 TYPE B PEDESTRIAN BUTTON PUSH POST Arrow to be left or right / or both as required . ....____...._ Porcelain enameled 5"x 7-3/4" sign block fellers wntle background. WALK FOR SIGNS For mounting on pedestrian push button post, provide fitter for top of post. Shape bock of costing to fit curvature of post. Install push button on crosswalk side of standard. PEDESTRIAN PUSH BUTTON a SIGN RECOMMENDED 0TO CRoss' STREET PUSH BUTTON WAIT FOR GREEN o SIGNALO 2 OR 3 LIGHT SIGNAL .r' \ J ( l- TYPE A Use only when specified Red a green indicator lights. APP!J-G)VED _ -s~d -PUBLIC WORKS DIRECTOR R.E. NOd'.75 ~ COAST HIGHWAY IMPROVEMENTS ORANGE STREET VICINITY STATE STD. DETAIL ES.-38--I DRAWN DATE CHECKED __ SCALE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DRAWING ND, R-5O23-S SHT. 8 OF II ' • _J ) ( \J) J <--------1 PROPOSED -·----- D = CJ = 121 [[JD-- 0-- c--~ <i-+-o 4 r r -Q--o ~ Q--o ID-----0 ~ @ o PPB -Cl- --0- -<>- 0 U) -I ► z 0 rn z ..,, rn rn -I SYMBOLS EXISTING ----- CJ I\ <.J--7'--c .. ,., ... L.J.r-- - -(__. c, ppb -□- -0- 1 -0- 1 • Signal conduit Lighting conduit Overhead conductor Pull box Impact detector 'Non-directional pressure detector Non-directional magnetic detector Directional pressure detector Controller Inductive loop detector Radar detector Ultra-Sonic detector overhead fire. Ultra-Sonic detector side fire Traffic signal, each arrow one-way three color, with backplates (on Type 1-A standard unless otherwise specified). Traffic signal, one way three-color with backplate (on Type 1-A standard unless otherwise specified). Traffic signal, one way three-color with green arrow (on 7' Type I standard unless otherwise specified). (Red and yellow louvered). Mast arm traffic signal (with backplate) (on Type II standard). Electrolier, mast arm type-mast arm traffic signal with backplate (Type Ill standard). Traffic signal with all colors louvered Flashing beacon, one-way Electrolier, mast arm type (Type X standard). Walk-Don't Walk pedestrian signal (7' Type I standard unless otherwise specified). Pedestrian signal, 2 color head (on 7' Type I standard unless otherwise specified). Electrolier, upright type Pedestrian push button on post Power pole Telephone pole Fire hydrant 60 ~-~------------------ 60 ~-L-L..:::::~=t:=C'.'.:::::::C_L_L__J 120 90 60 30 0 30 DISTANCE IN FEET TYPE Ill 60 90 120 Shielded Highway Lighting Lum in a ire 30' Mounting Height, 20,000 Lumen Mercury Vapor Lamp ISOLUX LINES OF MINIMUM HORIZONTAL FOOT CANDLES ~rojeq Engineer Date Oosign Engineer / Dote Ap,provcil.. ---~ed By Date ¼3 ). ; /tl.../ /fl , ..1✓ ,0;3 GENERAL NOT IE S The contractor shall co'nform to the following (Unless otherwise noted). l. Flashing indications shall be red on all phases. 2. All "Don't Walk-Walk" indications shall flash "Don't Walk" during the pedestrian protection period. 3. Pull boxes shall be No. 5 . 4. Signal neutral shall be a separate #10 AWG conductor or larger. 5. Conductors between ballasts or transformers and luminaires shall be #10 AWG, 600 volt. 7. 8. 9. 10. 11. 12 13. 14. 15. 16. 17. 18. 19. 20. 21. 22 23. Controller cabinet pedestals shall be similar to Type I-A standard and shall be provided with four 3/16" vent holes 6" below the top. All mast arm mounted signals shall be 12-inch heads. Service and detector conduit shall be 1 inch, traffic signal conduit shall be 2 inch and lighting conduit shall be l½ inch. Conduit shall be installed 18" minimum below curb grade in sidewalk areas and 3C" minimum below grade or finished surface in all other areas, except that conduit installed within curbed dividing strips constructed on existing pavement may be laid on and secured to the pavement. Conduit runs parallel to curbs may be placed adjacent to back of curb, except where in conflict with existing facilities. Conduit terminating in standards and pedestals shall extend approximately 2" above finished top of foundation and shall slope toward the handhole. Conduit entering M or R Controller cabinets shall be sealed using sealing fitting with approved sealing compound. Controller pedestal shall be sealed at top with approved sealing compound. Pull boxes shown in the vicinity of curbs shall be placed adjacent to back of curb, except when in conflict with existing facilities. Standards shall be installed with 2 foot minimum clearance to face of curb or edge of shoulder. Signal standards shall be placed the following distances inside BCR or ECR: 25' R. curb return -2' 40' R. curb return -13' 30' R. curb return -6' 45' R. curb return 17' 35' R. curb return -10' 50' R. curb return -20' A band or bands (see detail this sheet) shall be attached near the end of each conductor showing: a. Circuit and phase (may be omm,tted if clearly shown by color coding). b. Destination Neutral conductors may be spliced in pull boxes. Underground conductors to signals shall be run without splices Connection to each terminal of a pedestrian push button shall be by a single conductor. Splices shall be made in nearest pull box. Separate conductors, other than neutral, shall be run from each detector element to controller. Three feet of slack shall be provided in each conductor in each pull box. Color coding for wiring to Pedestrian signals shall be as specified for corresponding vehicular green and red indications. Sheet Phase ( l or 2 Bands) -------- Dest,nat,on ( l or 2 Bands) Corcu,t 11 Band) of Electrical Plans -- End of conductor 1 (o (( CI s ( B I 1 (( ~ Jyo,cal Mark,ag:._ B 1 Phase • T -----,---- R~,r~o. STATE FEDERAL PROJECT NO. FISCAL SHEET TOHL YEAR No. SHEETS 7 CALIF. DIST. COUNTY ROUTE SECTION SHEET TOTAL No SHEETS ~ Dl!iTRIC.T EN~INEER APPROVED>------------------ ¾" Galv. C Meter Socket 0 rn:: L---Switch in ra intight_,..,.. ,._,....-, cabinet ½" Galv. C ,_. -1---i-- -co Refer to Bureau of Street Lighting (City of Los Angeles) Detail Sheet for cabinet and wiring spec if ica tio n s. ,....-¾" Galv. C Detector No 1 on South leg of 1ntersect1on Detector circuit NO SCALE I See Note· l 7) TYPICAL BANDING OF CONDUCTOR ENDS 120/240 V --This leg switched by serving utility 40 A Circuit Breaker r ~--i---NEMA-3 Enclosure I I ......... -+--Breaker 120 V. metered service--~::...___:j -Lighting Service 120/240 V TYPE "J" SERVICE (City of Los Angeles only) i f This leg switched --by serving utility r --l j'~_•__'. I I I EX OS N RT 3-wire, 24. Where existing conductors are to be re-used, the color coding must conform to the Standard Specifications. I 15 A • 2 Us }circuit 30 A - 4 Lts Plug Fuse--_;,..; 1 30A Service Switch 25. Two-color pedestrian signal heads shall be wired to indicate red . during corresponding vehicle yellow and red interval, and green during vehicle green interval. • 26. Detector position dimensions refer to contact unit. • 27. Top of detector foundation shall be flush with pavement surface. ·28. Detector contact unit surface shall be level with rim of frame or no more than 1/8 inch higher. If low unit shall be raised using one-piece, galvanized, sheet metal shims with dimensions-' . the same as the bottom surface of the contact unit. 29. An olive green band shall be painted around poles and posts with pedestrian push buttons. Band shall be 18 inches high symmetrical about the push button assembly. 30. Vehicular and pedestrian signal mountings shall be oriented so as to provide maximum horizontal clearance to adjacent roadway. 31. Existing striping not conforming to the plan shall be removed. 32. Required striping, pavement markings by others. 33 Directly interconnected traffic signal systems shall be electrically isolated from each other through the use of relays. 34 A mercury-vapor lamp ballast shall be installed in a pull box adjacent to each electrolier, unless integral ballast type luminaires are used. 35 When installing stondords on medium islands, t_hey shol' be 10' t,ehind nose. 'Notes No. 26 27 and 28 refer to pre_ssure-sensitive type detector. Ground rod when box houses series multiple transformer (when spec if,ed ! -----W .--1-------7 I ,___~ I Meter Socket ' 1 I 4 1-r--- 1 ,.. I j I #8 Wire throughout 1 '--' I -: Test Block I 111 I (by others) I~ ~~1~_ Safety Socket Box Meter Socket r L-J [1=_-}_7 ! I Plug Fuse { 15 A - 2 Us . l3o A - 4 Lts. I 1-i,.:: : I ~ •.., t----- 1 Safety Socket Box I I I I! : I L....:J '--I 120V Signal Service<::_ I I ~ 120V Lighting L----__ ...J Service I IF::::!.... I L--__ ...J Test Block (by others) . Grau nd 120 Volts Signal Service =~:!J_ ,?': _. , __.,...------G ro u n d 120 Volts Lighting Service _ __,,,---- HEAVY DUTY 11 // TYPE E TRAFFIC SIGNAL AND LIGHTING SERVICE COMBINATION 3-WIRE SIGNAL & LIGHTING SERVICE --2'/2" C t ', ~ t ~-? • Omit for low voltage circuits Grade See Pull Box Nole 3, Standard Detaols No 3 . Precast Reinforced. Concrete -C ..,., ! ~..,,.._ Bond1ngae -~l~':5~--Seal around cond.u1t ~ C Jumper~ I C 11/2" Dra,n ~. +--t j l Extension when _ t l box hfouses • P ~P~~D . _ 00 Clean crushed O -----Roofing Paper t7 " <'. ~_,,ff9c~ a:c:e RECOMMENDED Revision Date By __ 'j__ 0 ? Rock O PUBLIC WORKS f>IRECTOR COAST HIGHWAY IMPROVEMENTS ORANGE STREET. VICINITY STATE STD. DETAILS NO.4 • , .(: ~ tvans ovmev or be.Ila.st 0 ;, 0 g Con< rete bot tum ~ JI _ I Pour , n f, e Id) 1-----~R-:::E-c!;N~M~t=,>S;;;;;;;+--------'---------,------l " DRAWN __ DATE___ CITY OF NEWPORT BEACH DRAWING NO. No 6 Pull Box CHECKED SCALE PUBLIC WORKS DEPARTMENT R-5O23-S SHT. 9 OF II ' ( ! l . ,. " I" I" !" ½ "e" "o" Y: "c" ~ ''o" "e" ;1 ~ ;?I --• 2! ---+~ + --------j &r- & ':::::1•J7/il/l0/{('(:1::'/,f't[i~'r~n11~v1u2n:1::777177777,,;, ''.CJ q ____ J,ffOitf,)1jJ))> ____ J}J)j)JtllJ!Jl~-''roz _ j_ il[Ol[[[Clfllif--~ I ,, 1/,; STRAIGHT SPLICE (600 V or 5000 V) I ' . ·-·--. -.. -: y . . . I . Use, 4-woy pressure ;~2'/''.~/4 sleeve connecter ,-<,; ,ii ! 1/'l, with branch removed ? T ' STRAIGHT SPLICE OIMENSIO NS -Inches -~ ' , ' ,ct:i • _L • j ---~ -.--- l--C AWG 600 Volt 14, 12 or 10 Solid ,,__ ______________ 600 Volt 8, 6 or 4 Stranded II B II 2" -7-;;- 21/2 ------------------5000 Volt 8 Solid I ,, 3 1/,; T-SPLICE DIMENSIONS -Inches AWG II 8 II 600 Volt /4, 12 or 10 Solid II D II 110 1, 600 VOLT"T"SPLICE "c,, ,.. = ._,onnector /enqth PROCEDURE I I " A. Remove insulation. from each conductor to distance 1? C + 1/;? and penc!I to dimension D. Rouqhen pencilinq. B. Train conductors and place connector, centenng over butted cable ends. C. Crimp connector. If crimpinq tool is not ratchet type, solder crimp connection. D. Insulate. Use method '.l:l"on hiqh voltaqe circuits unless otherwise specified. INSULATING METHODS Low Voltage Circuits (0-600 volts) Method JI" I. Apply one coal of rubber cement and allow to dry. 2. Apply low voltage tape lo a thickness equal to original 1nsulation,painflng final layer w!lh electrical insulating coating if PVC. tape 1s used. High Voltoq_e Circuits (601-5000 volts) Method J1" I. Apply one coat of rubber cement and allow to dry. 2. Apply high voltage tape to a thickness equal to original insulation 3. Apply two layers of low voltage tape, half lapped. Hiqh Voltoq_e or Low Voltog_e Circuits -Method "B" I. Apply two layers,ha/f /apped,of synthetic,o!I resistant, self fusing rubber tape. 2. Apply .007" thick PVC. tape to a thickness equal to original insulation. 3. Apply two layers of asphalt impregnaled,open meshed fabric tope and fuse 111 GENERAL NOTES l All dimensions ore nominal. 2. Rubber tapes shall be rolled ofter application. 3 If PVC. low voltage tape is used as a f,na/ layer,pa1nt finished spl!ce with electrical insu/af!nq coahnq. SPLICING I , : I 1 ! ' t ' •• _ ",; • • 1:-S. I t R I / %"brass stud bolts, nuts and / washers, 2 per box. Recess cover for nut. ~ t= -,oJ STREET ~ "" LIGHTING 10 ---2"- ~;/\-;:-E-1) FU'ERALF'RCJ:~'1"10 ·;·,t, •. __ I • • --~--~-~~-----------. ----. -~--' . CALIF • . ::: 't. ---'-"' "" i 0) I I -2 1 ,, i----~ I --15" _,,./Street level 3 • • ,, Bonding Jumper n crus rock Grode (See Note 3< . t, :--Precast reinforced concrete-¾------,~ I /Jf:l;==!S---Seal around conduit---_ 1--~ with mortar ·!:: Extension when box houses tronsformer or ballast }2 I() 1 Roofing paper Pour 1n field Roofing paper I NO. 3/2_ Clean crushed rock sump Ground rod when box houses series-multiple transformer r: ( when specified) N0.5 /4" deep recess cost 4 f,,/' 4 ,, in cover seat. Ori/I and countersink for -1"6'" flat head screw Approx. ¼·N.cxlk" FH.MS. wit//3 .• ·,:, • • -• = . . C\J '777".,:.., • .. -·1· .. = •: 'o •• •• = •• ·-•• . .. = • •· .. • .. • ~ ·, = .. •• ., . Telephone or power company manhole. UNDERGROUND Pull box cover Bonding jumper Bo/lost handle washers and 2 0 nuts, of/ galvanized,:, _:;r-----No. 5 pull box steel. ~+~-=:=::::..+---+~ with extension ---------~-+-------'~Ballast hanqer -~ ~ ~Con duit to con- /er or relay inet. Exact ation to suit phone co. or fro! cab loc te/e er co. When pow, taininq tele-6> l con pho shat ne cable, sire !I: I be 1-1/2" • ~ and minimum bend-• .... ing radius shall be 36: ~~~•~' w,,s Motor Socltal llruL TIPL£ SYSTEMS TYPE A • .... • B • a a • • MULTIPLE SYSTEMS TYPE C NOTES MULTIPLE SYSTEMS TYPE E C • • • • • • 6> ....- MULTIPLE. SYSTEMS TYPE F (D Position of service equipment to be determined by servinq utility. ® See "service Groundinq" detail. I • • I • SERIES LIGHTING TYPE G ® If service pole is utility owned, service riser shall be furnished bf Contractor and installed by servinq utility. On State owned poles the servtce nser shall be furnished and installed by the Contractor. Service riser conduit shall be terminated with a service head ar shall be sealed to prevent the entrance of water, as approved by servinq utility Service switch. Meter socket box with either manual circuit closinq device or space for test block as specified. NOTE A Bal lo St 10-3/4 "x 1-//2 "x //4"F.B. SECTION A-A 60 Top of pull boxes shall be flush with surround-ing qrade or top of adjacent curb, except that in unpaved areas where pull box is not immediately adjacent to and protected by o concrete foundation, pole or other protective construction, the box shall be buried 12 inches below grade and shall be marked by o pull box marker placed adjacent to the pull box. Where practicable, pull boxes shown in the vicinity of curbs shall be placed adjacent to the back of curb and pull boxes shown adjacent to standards shati be placed along back side af foundation, unless otherwise noted. . ~~ V "-~ / V ·" I"\ I / I ~c .2.0 J ) ' ' '"-1.0 0.5 / . steel,qa/vanized. Mount ballast handle at balance point. BALLAST INSTALLATION IN ROADWAY PULL BOX PULL BOXES ·- s 10 or llgoge I:) I -"") SECTION A-A • , l ~-! I-~ C\J ' C\J ' ' t -r A 8" PB A FRONT (Type A Guide Marker-No Reflectors) 1/2" Conduit--+-~! PULL BOX MARKER 10 • 01amator procasl concrete bDH. lnSJcr,be cover "Ground." Ground clamp NOTES.' ELECTRICAL AND TELEPHONE SERVICE DETAILS !"Chamfer Point Black Paint While enamel Target Plate /8 gage ineta/ REAR V2 • Condulf---f---lLI ,_ B"o· ,a. Stdplpe PCC ... :· ti.:' 4 ~ -b~ .o ••• ' . •• 11'-6"4. ,Dia. • I() -' • C) _, ..., ~8 AWG stranded Atroch ro qrouno Solder cables to cutout clamp-. te,·minals; fill openinqs with approved sealing Ground as required for servic_,s. -, compound. ground. Paint white with 3/4" diagonal black stripes Jmbed spade bracket in concrete in bottom of pull box (Set Coble clamp vertical) Series lightinq coble TYPICAL GUARD POST GROUNDING CUTOUT Ground clomp and roquirod Fil/lngs muar bo accessible. Canduil must a11f:Jnd le ground electrode. (o proloct ground mro frcm mochan,col 1n1ury. I/ ' PROPOSEQ -------- □ :ct-a @ = -0- EXISTING -----Signal conduit ------Lightinq conduit .. Pull box '_, E/ectrolier,most arm type I )---__, •, ,,,,_, . (Type .Z standard) r,=;) '"-Electrolier, uprigh :t type -t::-Power pole -0-Telephone pole !' -· \\ /\ "---......, .... t--.. 0.2 .. 0.1 Face of wood pole or face of concrete foun- dation for steel When water pipe is used for ground, wire "shall be enclosed in galvanized rigid conduit, or equivalent mechanical protection. / electrode 4 -9-Fire hydrant ---------------Overhead conduct-or ./ 90 60 30 0 30 60 so 120 pole. DISTANCE IN FEET TYPE JD; Shialdod Hight:70y Lighting Luminairo .:IO'Mounling Haight, 20,000 Lumen t.1orcury Vapor Lamp LSQ.LUX LlNY OF MlNIMUM HORl:ZONTAL, OOT CANDLES Ground electrode ( Install in sidewalk or paved areas) SERVICE Rod or pipe electrodes shall be driven to a depth of at least 8 ft. below surrounding grade GROUNDING NO SCALE TYPE 11A11 ~=~--,--;-s_v_M_B_o_L_s ___ ~-, J RECOMMENDED Z:Ud,,.,. PUBLIC WORKS'OIRECTOR R.E.NO.-::::.c::75 ~ DRAWN DATE CHECKED __ SCALE COAST HIGHWAY IMPROVElVillENTS ORANGE STREET VICINITY STATE STD. DETAIL ES-5-6 CITY OF NEWPORT BEACH PUBLIC WOR-KS DEPARTMENT DRAWING NO. R-6023-S • SHT. 10 OF II ; I ' < \J) x-------1 \ POLE BASE BASE PLATE BASEPLATE ANCHOR BOLTS POLE POLE DIAMETER DIMENSIONS SLOT SIZE BOLT CIRCLE TYPE HEIGHT a GAUGE DIMENSIONS II C II II O II II b, II "b2 11 II f II DIAMETER *" II 20' x /Oaa. * 65/s" /1 1/2' 91/2" ll'/2" / l/4" /'' y .-=t~" II-a 25' x /Oaa. " 7 5 /16" Ill// 9½" II½" I 1/4" /" X 36" 1II 30" X 7ga. 8 •• II '/2" 9'/2" /11/2" /3/s" /l/,,"x 40'" Jl[-a 35 X 7ga. 8 If/ ,, 16 13 1/i //'' /21/i' I 1/2" t¼"x44" .x 30" X !Oqa, * 8 •• II,,,/' 9 1/2" II 1//' f l/4" t"x.36" x-a 35'x !Oga." 8 11/, ., /6 131//' 11· 121/2" I V4" t"x 36" X11T 2o·x .IBB""thick. 7 .. II .. 9 f/2" !11/2" I f/4" ** BASE AND ANCHOR BOLT SCHEDULE 91/2 10" I I" II 1/2" II• 11½" 10" Removable rain- tight shaft cap--..... I I I I NOTE I I I * II gage acceptable if fabricated from sheet steel of 40,000 psi minimum yield. * * Length indicated does not include required 4 "-90° bend. See Standard Electrical Details-Bridge (ES-7) for structure mounted standard. TIE ROOS I. All tie rods for mast arms a'-o" to less than 12 '-o" ,n length shall be as shown. 2. All traffic signal mast arms and most arms /2 'and longer for /uminaires with integral ballasts shall be equipped with standard pipe fie rods with welded 5/8" round bolt tips on each end, threaded 5:' Weld shall be coated with zinc-oxide paint or galvanized. 3. Pipe tie rods shall be 3/4" for 12'-o" to mast arms !anger than 15 ' -o''. I II II f /5 -0 mast arms and I or 4'-o" ~ i:, .... "' i:, E:: ,:, <: i:, ...;: ~ -<: -~ <:) (I, ~ -<: § t:,, . !:: ·!:: .... E:: § -:! <:) "t !:: I() ..... h. i:, -!:: ' E:: l'f) I() <:) C) <:: I() -C) ,:, t\j (I, .... (I, ~ h. Handhole for lowering--i----_,_ device. 3 "x 5" hand hole -----+------s-11 I Cap as regularly furnished by mfgr. Note 3 (Steel mast arms) (I, .... i:, ..... Q,_ (I, "' i:, Cl:! § ·!:: !:: -:! "t • '<t- ~ _j_ ~~-;/.·I··· t· .= r=, =-c,._" •• ,. 3!4"C, 2 No.12. I I POLE TOP .:J I 12'-0" • E:: ~1-'1. ..!!Jlless otherwise noted 10 ~;~,-~~1r===~~~---~~~;-::======iii,-~!-.---.-----. I ~'=-. T. ~ C) i:, 2" Standard pipe luminaire '~ I . , l>,i J>,i mast arm. ~~ '<t-C1l C1l ~ i:, 7, ., (I, ~ 4'16 o.o. ~ ~ I h. ~ • • C) C) _, -' C) !!? ..... 1s'-o" I t--------~-,--,.....c..:';-;--=--c.------:--.-:--:--------1 .s un/e§s otherwise noted ,E:: r _ctr ~-r=====~~~~;;;::========JJl :y,,__~#~ I 1r :::: , I -----::::: ....I:. I t-1 1 ~ -,{ 1 :11): 1 2"standard pipe traffic -~ ' !sl/4 "o.o. 1 , ,1 I signal mast arm "'8::, I I\ JI I ( 0-.. 1 1 , 1 Type JI[ a lll-a standard only) ~~ I I ,,-'I I . I 1 1-.j.)• I 1._ __ ; I '---1 -.J ~ <:) "1 (I, ~ h. • C) ~ -' C) ~ ..... (I, ~ h. • C) Length • I "< i:, -~ E:: , I 5 ., 6 ~ 0.0. E:: C) • ' I() 0) ~ I ..... (:, <:) ~ .... 1 <:: .... (I, ·-(I, E:: .... • "' C) ,:, -' (I, "-.... (I, ..... §- K MAST ARM 4'-6'-B' Hondhole for lowering device ond height of handholes as regularly furnished by mfgr. :,:~<::::!:::-12"x 6"x 6" golv. 1/4" cast TYPE xfv ( P.O.C. Electro/ier) SCALE 3/8" = 1' -o" :·~·:. iron box with gasketed :._-_-. screwed-on cover and 3/4" plastic drain extended below surface. PROJECT ENGINEER DATE DESIGN ENGINEER DATE APPROVAL RECOMMENDED BY DATE -' IC) 3'-6° il Arm drilled and dimpled or use tapered washers to permit straight tie rods.~~;;;~~~~ 2" standard pipe crossarm for Luminaire Mastarm. 2" double-extra strong or 21/2" standard pipe --~L cross arm for Signal Mastarm. //8" ll2"Tie rod back stay • , " 3. ,. 1 ., 5" thread both ends ...,.....,~ (11! ("'8 (11-1 (See Tie Rods Note, this sheet) -3. " L -$' ~ ~~ 7,, r/J holes I. ,, 1/9 f // " 3 16 PLAN ( Use lock washers under all nu _,...--1/2" Plate bracket .. . . 1/2"¢ Tie ts rod back stay .. rpered washers~ mast arm ELEVATION /, ,, Y9 t\i I ~ "" .. , ~ I ' ' ' I I I I ' ' • ' ~ )'t-t--,11--,-G "-1: -::...._ -~ No. !Ogage metal sleeve at each welded joint. POLE h'tit-'111---'-E; SPLICE R~cf ~o STATE FEDERAL PROJECT NO. I FISCAL :>H£ET ror,'.t YEAR No s1,Ee:,c; 7 CALIF. 01ST COUNTY ROUTE ______ Qee?m/,? /9ts z. __ APPROVED TO ACCOMPANY PLANS DATED -· - II II , 3 x5 Handhale,remforced with No. 3 ga.ring ///2 "wide we/d~,d to Olf,fside of pole, 41/2 x 61/2 No.10 go. cover plate, located in same quadrant as mast orm. T .... //8" ELEVATION 4-I l/4''bolt holes slotted for bolt circles. ( 1112" for I ll4"bo/f Type .l1I -a pole) I -+-+-+ Y of mast. ~ arm -'-t'-"'-=:;:!:=;;.=.-'<,I X \ r----~a--~>-- PLAN POLE BASE MAST ARM TIE RODS AND CROSS ARM CALIF -TYPE STANDARDS GENERAL AND INSTALLATION NOTES I. All steel shafts and mast arms shall be galvanized Bolts, screws, nuts, washers and tie rods shall be galvanized (Use for must arms in excess of B'in length) 1s'-o" -~ unless otherwise noted ,!:: rjp::====~ II) NOTE: 2 "Standard pipe traffic -,#"·-~ signal mast arm. --- Top two inches of foundation to be poured level with sidewalk finish except on structures (See stondord electric'al detoils- bridge, Dwg. ES-7.) ELEVATION TYPE II 8 JI-a (TYPE U SHOWN) SCALE 3/8"= 1'-0" T , C) _, '<t- 47/16 ao. '-2-6 ~ ,-a or ·1 Sidewalk finish 2 The lower 5 'length of o 35' Type lll-a pole shall consist of a 5'-P7 gage tapered section (B"O.o. to 8 ll/t6"ao. butt welded to the /01'/er end of a 30' Type .Ill pole. 3. The lower 5' length of a 35' TyP.,e I-a pole shall consist of a 5'-"'tO gage tapered section(8''0.D. to B·l///6"0.D.) buff welded to the lower end of a 30'TypeX pole. 4. Th~/ower 5' length of a 25' Type II-a pole shallconsisrota· -· 5: 10gage tapered section (6--?/8"to 7-5/t6"QD.)butt welded to the lower end of a 20 Type.I[ pole. 5. For standards to be installed on structures, see Drwg. ES-?. STEEL MAST ARMS I. Luminaire mast arms shall be so curved that when mast arm is fastened to pole the lum,naire end shall not be below top of pole or more than !~6" above. 2. The last 3"of the mast arm shall be straight and shall be horizontal with luminaire or traffic signal attached. 3. Connection between mast arm and pole shall be made by means of a rain fight socket of a design permitting simple removal of the mast arm and providing a chased outlet for electrical conductors. ANCHOR BOLTS I. Each standard shall be supplied with 4 anchor bolts. 2. Each anchor bolt shall be provided with 6" of thread and an 4"-90° bend and shall be furnished with two nuts and two washers. Washers shall be ll/64''x 2-//2" min. 3. Threads may be cut or rolled. Bolts shall be galvanized or plated after threads are formed. 4. One an_chor bolt shall be bonded to conduit. RECOMMENDED APP~O /udd _; PUBLIC WORKStilRECTOR R.E. Na.,::"""'7'.." DRAWN__ DATE CHECKED_ SCALE COAST HIGHWAY IMPROVEMENTS • ORANGE STREE;T VICINITY STATE STD. DETAIL ES-6-4 CITY OF NEWPORT BEACH ' DRAWING NO, PUBLIC WORKS DEPARTMENT R-5023-S • SHT. 11 OF 11 \ I