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HomeMy WebLinkAboutT_5061_SA.W.G.~ •14 51GNAL l-lE.AD NOTE: Ust ALL 12· Foii .M.A. I • 12 ., • 10 'fl, 8 (01t 5uFFICIENT Wut.E Fort FUTIIR.E DnetT0ll Po!ITIONS I ,,A N! I 2 3 4iA 4 5.-A :s G G-A 7 7-A B • CoNDUC.TOll 5UIEVULE 'CIIZCUIT UN . .NUM l:R /i\ [\ ~. ~ /,:,. . . . A+C, -. 3 3 - - A+C& . 3 ----- I"} 4 3 3 3 4 C, 3 3 -- Ci 3 3 --3 B. PEP 2 2 2 2 2 A PEP.·. 2 2 z 2 z , SPARES 3 3 3 3 3 !i:5A •C. DET. A ---- VJ A +Ci DET, ----- OIB VET. 2 2 2 -- 0C, On. I ---I 0Cz DET. -I ---- l>ET. t P.P. B. (ot,1r,\. 1 I I I I . Q)S P.P. 8 . I I I I I dA P. P.&. I I I I I L1GMTING 2 2 2 2 2 SIGNAL COMM. • I I I I I 5EJcVICE 3 250' MAX. (TYR) , ·,r . , .. ~ --N - JAMBOREE FUTIJR:E-~/W LIIJE_--.._:,.___ __ _ -----J PoLE StHEDULE POLE SIGNAL ON MAc· All-10' MDIINTIN(iS ~ ~ A11M G· y 12. TYPE m 30' v 12'' &" If e· lI ZO' V 12· 8" 8" 8" I 7' V I 7' V 12" 1r 6" I 7' v 12" t," ff m 30' V I& If' 8'·. ir ti" m 30' V I& 12" 8' B .. 8" m }0' V 15 • 12" 8" B" 8'' m ~o· v 15 IZ" 8" @ 6" s_·- I ,o· V If B" 8" 1 10' V 12." 8" fj 1 7' V 5 P.P.13. ~STS V AssuMei:> S~v1ce • POINT l'ZO 'Z40 V B + C, DISCONNECT DUllllJG ,P 8 PED. CALL REMARK<; PED. Pfo. W-DW OIILY GREEN AR.I.OW Move 4-A PEI>, Move 5-A Peo. MovE 6-A No Pn. • TEMP. Pe.o. MOVE 7-A lz''GREEN ARRDW PED.W·DW DNL1 f l,ISTAL/. z f A P.P.B. 10' T ;'\ IZ' G' 4' !) ~ 0 Cl) JNO lLJ > -a: Cl IZ' 42' --- ' () ~ '~ ::, u i.; ;/' .)C w 30' D16COIJIJEC'I' 01.Jll//.lG t 4> 6 Pep. CALL I ·-:.---·--~---- t J..__ I ~-: ----7-:0--IIEAVY JAM&OREE 20AO • ilou&LE Co.iourr ,. I __,---~ ~ ('.':C - I + IZ vJ 1.,.1,-.JE llliAVY ~..,,,.....-__ ·--·11 _s LIGIIT ----------- JAMBOREE ROAO PHASE C1. 7 PHASE Cz. ------ ----------- ---- NOTES . I. All WOR.K AND E~UIPMENT SI-IALL GONFORM WITl-l SECTION 86 CALll=ORI-IIA DIVISION OF I-IIGI-IWAV~ STANDARD SPECIFIGATION!l DATED JAN, I 19&.0 At.ID TO APPLICABLE STATE' DETAIL SJ.IEETS{es!..1,2A,2&,3A,3&,4~6) 2. ALL MATERIALS AND EQ.UIPMENT SMALL BE NEW. 3. REQUIRED STRIP!NG AND PAVEMENT MARKINGS 6Y OTMERS. • ' 4. A\.L • FLASIUNG INDICATIONS SUALI. &E llED. ~-GREEN ARROWS ANO MAST ARM INDICATION':, 5MAI.L BE. 11." MEADS, 6. SERVICE AflD DETECTOR CONDUIT SMALL BE I'' ALL OTMER CONDUIT· 2". l 7. CONSTRUCT PAVEMEIJT AS SHOW1J 8. EACJ.1 Pl-lASE "A" DETECTOR 51-lALL' BE DISCONNECTED CALL I!> PLACED ON ITS A$~0C.IATEO LEFT TURN UNTIL THAT PHASE IS TIMcO OUT. EXCEPT~ , (al DURING P14A'iE "A' G21!EN {b) WI-IEN il-lER£ 1$ A CALL ON SOTl,I LEFT T\Jlo!N RECOMMENDED Pl-lASES. Wl-lEN PI-IA~E. LEGEND . -&-VEJ.IICLE DETECTO~ {PRESSURE) p :0: P.P.l!c+ 181 SIGNAL I-IEAD MAST Alc:M SIGNAL J.IEAD LEFT TURN SIGNAL PEDESTRIAN SIGNAL 'HEAP CONDUIT PULL SOX L.U MINAlllE PEDESTRIAN PU&ll BUTTON CONTROLLE.11. SELECT SYSTEM TRAFFIC SIGNAL ON JAMBOREE O ROAD AT 9. THIS PLAIJ ACClli:.ATE FORo TRAFFIC SIGUA/. WO/lK 011/.Y. ~r,rp.' ~-~l3.&•~~ EASTBLUFF DRIVE ·a FORD RD: BLIC WORKS DIRECTOR c-90~9 ------=-REJ,(.; .s.e.s .e-SC?a>S'-s : Rf?// 7-?7-64 SEE-AODE!/. •• tl.1 Rii'V. 7-aJ-6'11 W.P.-CaVJJ. sr:Hto, ,fc, OJA, Pll.lii'J✓. W PADS1 /;:t::JU SCIIIW, COJJTIDl. EQ., Cl?:. DRAWN __ R.E. No.1$6 . DATE __ _ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DRAWING NO. SHT I OF 9 " " II II II 0 ~ : : '-11 Ii II MULTIPLE SYSTEMS TYPE A rrr Ii FLASHING BEACON TYPE B Notes: If( rJT II II 11 II II ~ :: :: / 3 N1 11/ 11 If II 11 II A':"'-II --,---'6 / 6 ..____,_ Ism--. cil ~ 1 I'@) JI'. ®" .. : 0 MULTIPLE FLASHING SYSTEMS BEACON TYPE C TYPE D 7 II II ~ II "'II ~I It ,,,.~.,, 4 j MULTIPLE SYSTEMS TYPE E 6 0 .... ·-:::, ""t, <:: "' '-' • ' 2 MULTIPLE SYSTEMS TYPE-F 0 Position af service equipment to be determined by servinq utility. ® See "service Groundinq" detail. ....., "' ·-~ • C) ,, Co '-' 0 SERIES LIGHTING TYPE G ® If service pole is utility owned, service riser shall be furnished by contractor and installed by servinq 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 ® Flashinq beacon contra! with service switch. @ Meter socket box with either manual circuit closinq device or space for test block as specified. TELEPHONE OR OVERHEAD INTERCONNECT TYPE H ,,,,.,---Street Level (.V"////////J.; :A I~ ·• "•' i i, -•• .; . . (\J ! ,"t>: .. r•=·~--~~~-. .,,<;co·"'· 'i=a==±= - - -- -~ \., C . .., . ••. "--onuutt to •· controlle,: or relay • • cabinet .. Exact lacotion to -~ suit telephone ca. or power ca. When containinq telephone cable, size shall be I½, " and minimum bendinq radius shall be 36." Telephone or power company manhole UNDERGROUND .. f-.,,.j I ~6"Dia ELECTRICAL ANO TELEPHONE SERVICE DETAILS NO SCALE Ground clamp and required fittings / must be accessible. Conduit must extend to ground electrode to , , 10" Diameter precast concrete box. Inscribe // ti JO" cover Ground. ,,,<?,, • ~ ,~ Conduits::::·· 7 ,, ·"-H _....-Ground clamp ,...//A I 1: :,,...---, ............. .,.-·-··--··· .. J V __ Lprotect ground wire from mechanical injury : ''"i=U ,,.._ • .,,! e~-r I . I . , I:' ,I:' 1 I I ' -iiJi/ IQ ~ ~ - I 6 "-. • TYPE A SERVICE GROUNDING NO SCALE ~" ,9 I I,,---Co I !_q- ,/,-----1 Min L-G-r-au_:n_d~e-fectrode l Face of wood pole or foce of concrete foundation for steel pole. TYPE B (Install in sidewalk or paved areas} GUARD POST NO SCALE Notes: When woter pipe is used for qround, wire shall be enclosed in qofvanized riqid conduit, or equivalent mechanical protection. Rod or pipe electrodes shall be driven to o depth of ot least 8 ft. below surroundinq qrade. • RECOMMENDED DRAWN DATE CHECKED SCALE B.P.R. STATE REG. NO. FEDERAL PROJECT HO. FISCAL' SHEET Y£AR No. 7 CALIF. CIST. COUNTY JIIOUn'. UCTION SH!rT TOTAi. No. SMF£TS ' APPROVED A_ . /< '-. I ._I.:;> f · l... -;-f"; i - Assistant 5"fe'fe Hig~w ·t.ngineer C.E. Uc. No .. 5989 TO ACCOMPANY PLAHS DATED STATE STD. DETAIL ES-1-2 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DRAWING NO. . \ tl 1--P,-oj-•ct•En-gl•noe•,-'""l"'•D•at••'"'f"• .. -o..•lg•n•E•ng,•·•n..,•,-'""l"'~D•at••'"'f"-,._•pprov-•ol:o=Roc••01•11m•••nd':'od"':"'.'.'By-~D:"af9":'""r----------------~---------------,---:------------------------------,--------,_,-----------------------•--_,;;;;;;;;;.i,.. ____ ..J.. _______________ ..i.------11. I . SH~ OF ·-----• "-" J ' I ' IO ~D ,._ . -j ,.. ...J 1/4" ~ r-40" r-4 " I II Ii 11 11 ,: ~-' 11'1 .·.•: ~-" • JI,, ,, ! "" i 30" i TYPE R CABINET S!De Back ~ @, ' ® © ) 4 0 ~ Front See General Note 7- NOTES: 1 ~slal, b4u,antl tou,da/1onf.l11h1/sa1mil,r.lo E S-2-LJ Slandaro'. ( 1/nlns o/her,vise SHciliedJ 2. Coh,n,ls 31,a/l J,epn,,,,tl,el wilh sl,p f1//11r lo pqrmil mwnlin? on 4 ~.," a o. p«;'1s/t:rl._ .5 l/ppt1r tin(/ q/ ptllN/8/ol she,// M 4 ~Ia/). 4. The disltrnce "8l1t"tMn 1h11 IH;//om o/ /he conl;-cl/er co/J,nttl -.:: :.:1, and lop o/ /he F()Vl'Jt:lo/1on '3hall h.f: ·•::,\r. :J'-7" lbr .ore-It med con/rollers. • ';(\~---? 3'-o• /qr lraf/"i& ,e-/110/,tlctmlro/lers. .,.. '.~~-:t'... 5. Condulf between foundation and adjacent pull box ;I 2;,;:;_q1;;;;1· 'tn,;":pul/ box shall be 2-sire minimum. PEDESTAL AND FOUNDATION TYPE M CABINET Coh/ed--m:i:l' TYPE G CABIN[ TYPE G AND PRE-TIMED CONTROLLER CABINETS f--18~ &,d-11/ C,:rhli,N I;) Conlrollhnel r,--- ' ¼-. 1 = I I ' e-o· ..... ~• , ... _ ... ;;.... .. ~ C __ .. . _, ~-See General piii:i:m:c?f,f"""1f[J'l~iiil Note 7 Ins/all 2 Pole lerminal block whim llilu I I , _ 0 • I 1,£.'..:.Ej lt111111n11/ IIIHk ,:, 110l 111ftl. AC--to o-f--t---t::-:=1:::-.:!:1t:--~Oi>--- 2 P.G.C. PEDESTAL FOUNDATION Anchor bolts and"' ._,.._,_ -To ash,~ 8eocon .. TYPE M CABINET ·Installation per manu-CABINET WIRING Control ~nSPeN:i/1Ctl focturers temp/ofe. 3/4" x 16" Anchor bolts. Length does not include 2"·90" bend (4 Req<I} I " 3 Is 0 2 0 I 0 8 0 3 R, M, AND G CABINETS Main switch 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 Auxiliary door flash switch N. EM.A. Standard plug receptacle with grounding contact 0 4 0 • AND WIRING NOTES 0 Radio interference suppressor Flasher External light and control relays Shelf {ad/ustab/e every 2" m Type R cabinet) Controller unit located or top shelf. Rainfighf vent (and cabinet fan when specified) Screened vent, 8-1/2" holes or /o • vers ! "Drain pipe with screen DETAILS OF CONT RO l_ LE NO SCALE GENERAL INSTALLATION NOTES-ALL CABINETS / All cabinet dimensions -are nominal. 2. Foundations shall be located to provide 2~0" minimum clearance between face of curb ond back of cabinet. 3 One anchor bolt shall be bonded to conduit, or ground wire. 4 If telephone Interconnect is specified a· minimum of 5 inches clear· vertical space shall be left beneath all other equipment inside cabinet. 5. Vot more than two conductors from a detector or push-button circuit sholf be connected to a terminal on the terminal board 111 the controller cabinet. 6 For telephone mterconnect a 3/4" conduit shall be ,nslalled inside the steel or PC C pedestal to a point / inch above the cabinet or finished surface of the PCC. pedestal Conduit shall terminate ina No.3-//2 put/box od/acent to the foundation . 7 In unpaved areas, a raised PC.C. pad of ~'..1('x~'..~:• x o,'..4''.,for Type G,M ond Pre-timed 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. 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 top of foundation shall be level with ~urrounding grade. 9 Anchor bolts, nuts and washers sho// be galvanized. CABINETS 1314" X 518" ?sis" 3 0 / 3116" ~ I " I 14 ·:::::) 5 > S,INGLE POLE RELAY DETAILS OF SIGNAL LIGHT RELAYS DOUBLE POLE RELAY NO SCALE s • RECOMMENDED DRt.WN DATE CHECKED_ SCALE ,, .. ,, TO ACCOMl9AJii.-,.LUii Dl,T[I ______ _ STATE STD. DETAIL ES-2A-2 CITY OF NEWPORT BEACH DRAWING NO, PUBLIC WORKS DEPARTMENT R-50~' :::-$ ,, SHT.-OF u -0 z 1--_!1"..j f~ jo a112" BASE 11 go. Tapered -~ 3"X5" Hondhale a Caver l&J l-o z -· ~ BASE 4"X 9" Golv. cost iron pipe flange F. a D. 4"Galv. steel pipe or conduit ( Thread both ends) r i--4"Std.galv. steel pipe 21 min. / " ,,--5 I.D.Mln at base. --5/S"x 18"Anchor , , II II /3/4 x 18 anchor bolt. ~E-·"'!· F· Thread 6;with /,-bolt. Thread 6" __ j,db.~-~,;-!. ,!:'l,. 1r.:CE1=ri::: with 2-nuts and :-::,••: •· 2-washers eoch. Length =o 2-nuts and 2- washers each. Length -,,, does not include 90° bend. -~•1 •. _.,: 0 •:i:•:-:::. , does not include 90° "b-l-:-~-:!l •rt) • • • • ·" bend ...... , --~ . TYPE I-A STANDARD TYPE 1-B STANDARD TYPE 1-C STANDARD .... 0 ' -..., ( Details not shown same as in Type I-A.) NOTES: I. Standards shall be 10'-0"for 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 for Types I-A and l-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. In unpaved areas top of foundation shall be 6" above surrounding grade. See plans for type of-~ " signal mounting. " Post-typl! term Ina I compartment. ' 'ti .s .. .. --.. ): C t~ "" 0. --Pedestrian push--~ _c SIGNAL STANDARDS NO SCALE Mount term Ina I compartment 10n side of pole away /from traffic. __ / Toward intersection Backplate V.· TYP" A-6 or A-7 sl9nal mounting "C u -0 u--.. Slip fitter / Flasher control cabinet ( when specified PC - ( _.. .--1-section signal head \\ "~>=,2,c'-~o(;,,"_.."-lt_h yellow lens and backplate .,,, Incandescent sign lightinc ~ 1" min. galv. steel pipe 0 button (When .. o--·--+- indicated on plans) ~ i b "C C =co .s c -f;C.r -7'-o" Type ~ " B , -i--0 a c:, -' ;,, □ ,._ ..C C 3: 0: ,_ 0 a:i , I a.: --Q; ,., I-A,(unless o!hl!rwise "' noted on plans) ~I □ --Type I -A ( unless otherwise noted on plans) ON TYPE I-A, 1-B OR l·C STANDARDS ON TYPE n,m OR X STANDARDS LEFT TURN LANE ADVANCE FLASHING BEACON SIGNALS 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. TYPICAL EQUIPMENT MOUNT I NG '<t ' = 3/16" to 5/16" LI c::;:;:::=--x.t ?8::::-, ,;-r;, 14-318,. --, i-9/16" ~ 16 3/B"R 27/32" f---6" I" ,, ,,ro y-t-i "> ARROW (12" GLASS LENS) A s" • 2 7/16" 2 11e" 211e" , ,, 112"-~112:· ~1/2~ I- 1-.. -2[_ 1-.. ~ 1'i I~ ~ ::, .... .. ~ 1-.. L ---~ ~ .,,__=.N ~,~ ,._i5 .. • l-· --J ' ' •I I I I I 15/8'' 2 1/8" 2 1/8" 2 JIB" , SECTION A-A FRONT VIEW I 5/16" B"(tl/2'~ on post mounting I A 5"(:!'J/4") on ma£! arm -~ 0 058" • ' /, . or h!!ov1er gage \ (7J\--i=---I', 3003-Hl4 aluminum Cutout and backplate for 12" green arrow '-t:_ ,-. :,._ sheet '~~' t_:::,._ r I ,,,... -Cutout ond backplate ' Mounting brackets Drill signal heoll and attach back plate us,n (6) 1/4" -20 plated brass machine screw• with nut and lock-was REAR VIEW NOTE: No background light to show between plate and head. BACK PLATE DIRECTIONAL LOUVER NOTE: Louvers shall be secured in place with one plated brass machine screw and nut and oriented as directed by Engineer. , SIGNAL HEAD ACCESSORIES NO SCALE ' 1 1f @ ~ ~ ~ ® CT) CT) _These signals face inle~ • ~Backplate 'led louvered rellow loovered : 211 Green arrow Unless otherwise ,ndlcoted on plans) A-7 .6..::.1 G) ~ G) IU ®CD ® ~Gas tube u type ped.si,;inal -~~-'"" ,,,. """""" '"""'' w-~ u ~----lF- w.:J. W-4 W-5 ® ® TOP MOUNTINGS BRACKET MOUNTINGS (!)Mounting includes ,terminal comportment @Special .mountings (Use only when noted on plans.) SIGNALS ANP MOUNTINGS e. E " SI ip l);::::~~°£-3 1/2" mi n. • • Drill and top for 1-112" st'd. pipe ,_ / Two rows of 3 set screws NO SCALE POST-TOP .MOUNTING BRA-CKET MOUNTING TERMINAL COMPARTMENTS NO SCALE ---, / 0 \ " ~ -2 Pipe mast arm TYPE I ••• DIV Ne STATE CALIF P'l:Dltl<l,AL P"IIIIOJl:CT Na. P'l ■CA.l. "fll:AII TOTAL ■loflElrT■ DISTRICT COUNTY ROUTE SECTION ·-~UT IQT"~ APPROVED~,-------,------...:7/6.3 TRAF~~~---NO. 5429 TO ACCOMPANY PLANS DATED ------- Slip fitter Mast arm ' ,) Bock plate Slip fitter 12" Lens Mast arm M=1. Tap Mounted M-2 Side Mountl!d Slip Fitter. (Use only when noted on plans.) MAST ARM MOUN Tl NG Washers curved to fit standard ( Signal standard )' . - ="-'--~-= SECTION A-A ,12.. I 2-3/4" • ,B I ! ,J7q :!!; ' ' • -'.J ' ~14'' ' Curved to flt standard WASHER DETAIL IC) <t*::,----r;:!--1;;'.!....-Flat Washer Cast Bronze ---.. ' \ <' ----'\ __ 1;::---7/16" Hole through slip fitt,r. TYPE II ,._ (For A·I 8 W-1 mountings) (For A-38A-7 mountings) f- A --+--Cable guide ✓(:----1-1/2" Pipe I '' '-,CZ:?? .. ~1-- -x ~ :;,,al Housing, ~-.....,f; I ~OC k nut- • ced I 1/2" Nipple· Lock ring.Seal with gasket sealing compound. -Shake proof lock washer After signal has been plumbed and secured drl 11 7/16" hole through moat arm in line with hole through slip fitter. ' Place 3/8" golvonized bolt with washer under bolt head through hole and secure with two nuts ond a washer. c.::: =odmium plated s1 :c! set screws. 2u SLIP FITTER FOR MAST ARM MOUNTING NOTES: I. All threaded openings shall be I 112'' 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 serrations J_ 5/16" T --......._3/16" Brass Pins All ••gnal heads to be attached with lock ring etc. as Indicated for moat arm mounting al left. Ring to be of brass,of sufficient contact area to cover flange on signal housing. LOCK RING H/2" Pipe threads. SPECIAL 90• ELBOW One for each face, except those with specie I slip fitter mounting. SIGNAL HEAD ATTACHMENT FITTINGS NO SCALE Q) r___~--+--- LB 1/2" Standard bolt Signal SECTION 8-B cadmium plated or galvanized NOTE: On upper clamp omit cable guide on center hole In standard. POLE PLATE NO SCALE RC::CO/;,MEt.;DED standard STATE STD. DETAIL ES-2B-t DRAWN 0ATE __ _ CHSCK~D __ SCALE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DRAWING NO. SHT. • \ ! 1" ,,8 ,, " ,, t" 't" 1 11 " " ,,8 ,, 1" ~i-[ •-----· :i--,_D_, -1--j ~.:;'2"--i •---.. I~,,. ... 1--D~,-1:~-----i, I ~ ' I ' ' ' I. " ~ STRAIGHT SPLICE (600 V or 5000 V) Use 4-way pressure ,if sleeve connecter -.'\.: ' ' ' ' with branch removed "c;i ~ STRAIGHT SPLICE DIMENSIONS -Inches AWG "B" "D" 600 Volt 14, 12 or /0 Solid ----------------600 Volt 8, 6 or 4 Stranded 2 hf' 5000 Volt 8 Solid 3 f ,/.' T-SPLICE DIMENSIONS -Inches AWG 11 8 11 600 Volt 14, 12 or /0 Solid 2" 600 VOLT "T" SPLICE "c "= Connector length PROCEDURE I I" A. Remove insulation from each conductor to distance 1: Cf 1? and pencil to dimension D, Roughen penciling, B. Train conductors and place connector, centering over butted coble ends C Crimp connector. If crimping tool is not ratchet type, solder crimp connection. D. Insulate. Use method ':4"on high voltage circuits unless otherwise specifed, INSULATING METHODS Low Voltage Circuits (0-600 volts) Method '.4" I. Apply one coat of rubber cement and allow to dry. 2. Apply low voltage tape to a thickness equal to original insulation, pointing final layer with electrical insulating coating if P.V.C. tape is used High Voltage Circuits (601-5000 volts) Method ':4" I. Apply one coot 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 lopped. "e" High Voltage or Low Voltage Circuits -Method 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 /. All dimensions ore nominal 2. Rubber tapes shot/ be rolled ofter oppllcotion. 3. If P.V.C. low voltage tape is used as a final foyer, point finished splice with electrical insulating coating. SPLICING PROJECT ENGINEER DATE DESIGN ENGINEER DATE APPROVAL RECOMMENDED BY DATE " -jf3 brass stud bolts, nuts and i-.----25".± ----1 l--21~'--- woshers,2 per box. Recess cover for nut. Inscribe /9"+/,, 0 STREET LIGHTING 4_...----TRAFFIC SIGNAL--~ ,-+--W_'eo STREET --~ when containing Cll rn HIGH VOLTAGE~ , C\J :::: signal conductor Omit for low voltage circuits • Extension when box houses transformer or ballast IE IE LIGHTING 0 2"-I 1----15" ---1 :t-----Concrete bottom, pour in field Roofi(lg paper Clean crushed rock sump on crus rock oncrete bottom, pour in field. Ground rod when box houses series-multiple transformer ~ (when specified) ~ N0.5 • /0 or 1/gaqe I I ~----'~~t I 9 II I 7. ,1 '---,,.,.--'.---- i, 1/16, I /1ii, 1. I 1/16. I 3 Y/6 I I I " a" j_ PB ~ .. T I :_,~ SECTION A-A !"Chamfer Paint Block --, 3, " Tube, 'i6 wall 1//6" I. D. /, " //8 Screwdriver slot /I,, JI •1/ I~ x¾ X fa VI~ lg. '1-'e' brass hold-down bolt and nut Bolt holes shall ~j___...-::::===~ match standard ______ "\ Cover shall cover stud bolts.--1° TRAFFIC I entire fop of box Inscribe with !Yz'!etters : SIGNAL @I ~"dia. /iff hole as for concrete covers ~------_,_, L I" '/4 steel plate cover, galvanized after fabrication C) (\j C\J -r-Point White--l... enamel Sidewall< or pavement grade !" /11 3" I /2 x I )'2 X /i6 L I I<) FRONT Target Plate /8 gage metol Na 3}'zor No.5 Pr. Reinl Cone. Box---r--:1 Seal around conduit with morta Roofing Paper.,,,, Pour in Field --1 5 all around ~=+1-=1-/%1 X t%' X ~; L a Bevel ends to fit lip of box. '-Cleon Crushed Rock (Type A Guide Marker-No Reflectors) PU LL 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 hove 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. Top of pull boxes shall be flush with surrounding grade or top of adjacent curb, except that in unpaved areas where pull bo~ is not immediately , adjacent to and protected by a concrete foundation, pole or other protective construction the box shall be buried 12 inches below grade and shall be marked by d pull box marker placed adjacent to the pull box. Where procticable,pu/1 boxes shown in the vicinity of curbs s~all be placed adjacent to the bock of curb, and pull boxes shown od1ocent to standards shall be placed along back side of foundation,unless otherwise noted. PULL BOXES / 60 30 0 30 60 B.P.R ' REG. N·o. STATE FEDERAL PROJECT NO. 7 CALIF. 01ST. COUNTY TO ACCOMPANY PLANS DATED 120 90 60 30 2.0 1.0 0 0.5 0.2 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 .... FISCAL SHEET TOTAL SHEETS YEAR No. Sl!E[T ( roT4L '10 ) SHEET~ I A I ;,!/4" deep recess cost 0.,, '/ i'n cover seat. Drill and counter sink for 3/8" flat head screw Pull box cover 4 '2 4 I I -- R - -\ I ~] \ Approx. 31J"N.C. XI fac" FH.M.S. with 3 washers and 2 nuts, all galvanized steel. ,. Bonding jumper Ballast handle ·;,r-__ 0-. No. 5 pull box @~°"·,,_ _ __:=._+---f-'-'-'« with extension ·c.·: _:i> Ballast \ \ A..._J Ballast ~" Ye."~" Ballast hanger, /0 '4 x I '2 x '4 SECTION A-A FB steel, galvanized. Mount ballast handle at balance point. BALLAST INSTALLATION IN ROADWAY PULL BOX No Scale RECOMM£NOED :iRAWN __ DATE CHECKED__ SCALE STATE STD. DETAIL ES-3A-I CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHT. DRAWING NO. OF I I -;i ,i i I ( Detector compound {crown f/8"obove • ._ Exist. pavement povement'!_)==i~~~-:~~,,--,, Detector !Yz wide x I hose deep slot SECTION A-A I No. 37:! Pull box Lane Detail "A" A Median curb or barrier stripe 4 'min. __..,i--r-=-+-2 max. strip1 PB -Conduit to sensor unit Median Left Turn Lone -ll) -I'<) Loop I. 8' . I 0 --o /2'or os located by the engineer Sensor unit in rointight 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 Plug~ -( FOR THREE LANES Installation Notes, 8'min. I ) I ES EP 2' max.\ A A t" Min. osph. cone. over conduit. 3 Detector Compound No. 3Y:3 PB...,. See Detoil ''A"/ I -( FOR TWO LANES t" Conduit ,3# 12) ) ES A A -LANE STRIPE ( FOR ONE LANE Specifications os above~ 6' 2~ 0 ® I I A Transducer and amplifier attached to metal stake with hose outlet down. Rubber hose from tronsducer spliced to //4" 1.0., 3/32" wall, neoprene tubing by means of t/4" serrated hose connector.' Neoprene tubing (of length required/ run continuous through 3/4" conduit and through detector compound. . @ Seal conduit ends. IMPACT DETECTOR (For instollotion instructions see special provisi_onsl 0 0 0 6' contact unit unless otherwise noted 0 0 0 0 0 0 0 0 0 0 Splice box 0 !" inspection holes. Not required for r{!movable type pan. Foundation shall extend 8" outside of frame on all sides. Contact unit ... . .. ~ •• .• :' ';,' •);: ••.••. ~a•.••• 4 ;; •••:•:•,, 'O ',', '. 'O '•, .-: .. . Grounding .. -;.~ • -o· .. • •• ·"." ·-:·. " -:~ : bushing Top of foundation shall be flush with pavement surface Roofing paper 2"sleeve to allow for drainage ELEVATION lnsta/lotion Notes, -Approx. 2 cu. ft. of cleon crushed rock I. Detector position dimensions refer to contoct unit. 2. Concrete under removable contact unit mounting pan shall be finished flush with top of pon 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 bottom surface of the contact unit. 4. Screw threads shall be coated with anti-seize compound. All screws shall be tightened securely. PRESSURE SENSITIVE DETECTOR Medion. curb or borrier stripe .• • I. Sow groove in pavement for loop as shown. 2. Install loop in accordance with manufacturers recommendations. 3. Place 1/2" conduit in sawed 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. Terminal Comportment------------.._ , /T-fitting with plug Ultro -Sonic Detector Directional aiming a-6C-, of Vitro -.Sonic / Detector sho/1 be as directed by the Engineer. 1----Pole SIDE FRONT TYPICAL LEFT TURN LANE INSTALLATION ULTRA -SONIC DETECTOR VEHICLE DETECTORS FED-ROAD :STATE 'pRQ~NO FISCAL· SHEET TOTAL --~----- DIV. NO YEAR NO SHEETS CALIF 01ST COUNTY ROUTE SECTION SHEE:T TOTAL. NO SHEETS C,E, LIC, NO. fl9H To Accomp•~Y Plans Oatod ·------ I-/,/' ~-~ ,--2'2 Std. galv. Bos:~d.,,..___........,,,ml V I ,, X, steel pipe SECTION i1C--f=-t:il-Cut hole to fit pipe ¾"Holes. Note• Conduits shall protrude 2"mox. above finished surface of foundation. ½. R 5" I ,, I '2 t--•---=---.., BASE DETAIL 0TO CROSSO STREET PUSH BUTTON WAIT FOR WALK o SIGNAL o FOR WALK -DONT SIGNAL 0 0 0 0 TYPE B PEDESTRIAN PUSH BUTTON POST Arrow to be left or right / or both as required. ~ Porcelain enameled 5"x 7-3/4" sign black fellers wnite bocl<ground. 0 TO CROss° , STREET PUSH BUTTON WAIT FOR ORE.EN o SJGNALo WALK FOR 2 OR. 3 LIGHT SIGNS For mounting on pedestrian push button post, provide fitter for top of post. Shape bock of casting to fit curvature of post. Install push button on crosswalk side of stondord. PEDESTRIAN PUSH BUTTON a SIGN SIGNAL TYPE A .,.-,Use only when specified Red 8 green indicator lights. ii:ECOMML~DED CRAWN, __ DATE. __ _ CHECKED SCALE l STATE STD. DETAIL ES-38-1 CITY OF NE\VPORT BEACH PUBLIC WORKS DEPARTMENT DRAWING NO. R-505C-S PROPOSED ------------ □ -= = 1:21 IJIQ]---- 1111111 I o "!-!111---<0 • Q---o IIl--0 (Q) O PPB -1111-..... + . 0 (/) -i )> :z n rn :z ...,, rn rn -i SYMBOLS EXISTING ----- 120 CJ <J-t-, .. r----('j n V d:L-{) r'j ' v "'\-J"" --- ¥ Q---{) [J}----() c, ppb -□- -0- 1 -0- 1 90 60 Shielded Highway 20,000 • Signal conduit Lighting conduit Overhead conductor Pull box Impact detector "Non-direction al 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 (o_n 7' Type I standard unless otherwise specified). Electrolier, upright type Pedestrian push button on post Power pole Telephone pole Fire hydrant 30 0 30 60 90 120 DISTANCE IN FEET TYPE 111 Lighting Luminaire 30' Mounting Height, Lumen Mercury Vapor Lamp ISOLUX LINES OF MINIMUM HORIZONTAL FOOT CANDLES GENERAL NO TES The contractor shall conform to the following (Unless otherwise noted). 1. 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. 6. 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. 7. All mast arm mounted signals shall be 12-inch heads. 8. 9. 10. 1]. 12. 13. 14. 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 Mor R Controller cabinets shall be sealed using sealing fitting with approved sealing compound. Controller pedestal shall be sealed at top with approved sealing compound. Sheet of Electrical Plans 8 ·"•!f srATE REG. ND. FEDERAL PROJECT NO. --~----- FISCAL SHEET TOT AL YEAR No. SHEETS 7 CALIF. DIST. COUNTT SECTION SHEET TOTAL No SHEETS ~ (/ DISTRICT 11':NGIINICll':R APPROVED-------------..:.,...---~ ¾" Galv. C Meter Socket ----,0 Switch in raintight cabinet ½" Galv. C ·~t---+ Refer to Bureau of Street Lighting (City of Los Angeles) Detail Sheet for • cabinet and wiring specifications. 15. 16. Pull boxes shown in the vicinity of curbs shall be placed ad1acent to back of curb, except when in conflict with existing facilities. Standardsshall 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: Phas• ( I or 2 Bands) Df!st,nat,on (! or 2 Bands) Circuit (! Band) CX) H>-¾" Galv. C 25' R. curb return 2' 40' R. curb return -13' 30' R. curb return 6' 45' R. curb return -17' End of conductor _Iyorcal Marking~ BI Phase • • 17. 18 . 19. 20. 21. 22 23. 24. 25. 26. 27. ·28. 29. 30. 31. 32 . 33 34 35 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 ommitted 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 oedestrian signals shall be as specified for corresponding vehicular green and red indications. Where existing conductors are to be re-used, the color coding must conform to the Standard Specifications. Two-color pedestrian signal heads shall be wired to indicate red during corresponding vehicle yellow and red interval, and green during vehicle green interval. Detector position dimensions refer to contact unit. Top of detector foundation shall be flush with pavement surface. 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. 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 . Vehicular and pedestrian signal mountings shall be oriented so as to provide maximum horizontal. clearance to adjacent roadway. Existing striping not conforming to the plan shall be removed. Required striping, pavement markings by others. Directly interconnected traffic signal systems shall be electrically isolated from each other through the use of relays. A mercury-vapor lamp ballast shall be installed in a pull box adjacent to each electrolier, unless integral ballast type luminaires are used. When installing standards un medium islands, t_hey shal' be 10' r,ehind nose. Ground rod when box houses serre~ multiple transtorme, (when spec of,ed I 'Notes No. 26 27 and 28 refer to pre_ssure-sensitive type detector. • Detector No l on South leg of ,ntersect,on Detector circuit 120 V. metered service--.....,:::_~j---Lighting Service NO SCALE (See Note J 7) TYPICAL BANDING OF CONDUCTOR ENDS TYPE "J" SERVICE (City of Los Ange_les only) }20/240 V --------This leg switched by serving utility ' 120/240 V 40 A Circuit Breaker r I -:---NEMA -3 En}closure 1--15A • 2 Lis . · : 30 A . 4 Lts Circuit Breaker Meter Socket r- 1 I #8 Wire throughout : I I I Safety Socket Box Test Block (by others) 120V Signal Service <::-i1r----i ~--::!:::,..120V Lighting · Service I .1 __ c.] . Test Block.- (by • others) ---....... -- = -----Ground HEAVY DUTY 120 Volts Signal Service 120 Volts Lighting $ervite II 1I TYPE E TRAFFIC SIGNAL AND LIGHTING SERVICE .COMBINATION 3-WIRE SIGNAL &. LIGHTING I -1-- RevisioQ l Omit for low voltage circuits 2 'h" . N Grade See Pull Bo, Nole 3. Standard Deta,ls No 3 ------------'----:--· --• - Precast Re,ntorced Concrete Bonding Jumper Ofl~~i;----Seal around conctu1t ean crush • Rock No 6 Pull Box f_ xten<,1on when bo.:< house5 RECOMMENDED tv-ansfovmev cw baJ!a.stl------------1 R o of Ing Paper &~:.~~-:--.,~-.. ~,. ,/f;' }£./i~-" Con( rete bottum (Pour in field) 1;;:;5:(~· ?Gauc WORKS t1RECTOR R.E. NQ,-/.5:r,o:::· DRAWN __ DATE CHECKED __ SCALE STATE STD, DETAILS N0,4 . CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DRAWING NO. 50 '-· ~ R-, -:;; SHT. OF '. 0 ~ •~ STREET LIGHTING. ~~ ...._, ~ CD ....-----ID -1 :::.: HIGH VOLTAGE j l l~·-'i':=;o~=====?'f-_ i_T, ---·-----,. Omit for low 3; " / % brass stud bolts, nuts ond / / washers, 2 per box. Recess . cover for nut. /9 ";-/" ,, Inscribe -t--------~ ---TRAFFIC SIGNAL ------.~,~ • -1--ra.-l{,11::;;::OJ STREET • C • -when contoininn , • , -~" ~~ ':I' ;;--[I:) ~, siqnol conductor ~ LIGHTING (o f' _i __ L.~-===~W;:-1 2 1 " r--1? I ' voltoqe circuits 2"-~ -15.'' ~ .,,,,,--Street le ve I ,, 3 • • 11811 : y I --~·/:r~ ~-I Use 4 -way pressure;; _ L 1 • , .• , ')._ sleeve connecter -'~r ·:;! !, /v;'l, ~ wifh bronch removed ~ 1 •~ r--S_T_R_A_I_G_H_T_SA-p W-L-,;-E--D-IM_E_N_S_IO-NS"~'~nch~~" I t 600 Volt /4, 12 or /0 Solid 2" ~2~ ~ -- - -- - - - - -- - - - ----:::I::" '-' 600 _!:oft_ 8, f!..__or '!__ ShE_nded _ _5 Yz' ;,,z" \o 5000 Volt 8 Solid 3 f,,,," I" -i - T-SPL/CE DIMENSIONS·-lnches ~--~--AWG "B" 600 Volt 14, 12 or 10 Solid 2" 600 VOLT" T" SPLICE "c,, = Connector lenqth PROCEDURE I I 11 A. Remove insu/otion. from each conductor to distance 1:, C t-;,-2 ond pencil to dimension 0. Rouqhen penct!inq, > C\J Bondinq Jumper It' Droin 1 l Grode (See Note 3) . . . . ~, --Precost reinforced concrete --'-C\J t ai+-=.ll. ""!::---Seo! oround conduit ---,-• with mortar Extension when box houses transformer or ballast -~ /::: \o 1 I · .• i . :: ; Bohdihq • l l 11 Jumper 1 ~--•• ' ' on crush rock Roofing paper Pour 1n field Roofing paper ~ Clean crushed ' I ':rock sump Ground rod when box houses senes -multiple transformer y-( when spec1f1ed) N0.5 NO. 31/2_ A 1 /4" deep recess cast 4 f.:/' 4 ,, in cover seat. • Drill and countersink for ~8" flat head screw Approx. ¼·N.cxl~··~·---.P':+--~ FHMS. 'with3 washers and 2 c'' nuts, all galvanized . @ ·, ·. • .. • -' = •: (\J ~.:., • .. ••;· .. = .. 'o . ' ·o = •• ' -•• . .. = • 4• • .. .. L~ = • •• .. •. A. .,. . Telephone or power company manhole. UNDERGROUND Pull box cover : o. Bonding jumper .. •• Ballast handle •· ,• :~ stee I. ~•c1,· _ __:::::::::::::__--\---f-J;(<:, 't:i. ·,: No. 5 pull box ~: with extension :~-i. Ballast -~ ~ "-con duit to con- /er or relay ·net Exact tion to suit phone co.or erco. When fro/ cab, loco tele pOH< cont pho sha/ aining tele-e ·1 ne cable, size ~ I be /.//2" ~ M11t11r Sor:lr11I and minimum bend-• inq radius shall -J) be 36~ -m~w~·· l,.■.4i MULTIPLE SYSTEMS TYPE A I e • • • • • MULTIPLE SYSTEMS TYPE C NOTES MULTIPLE SYSTEMS TYPE E e ;..,- MULTIPLE SYSTEMS TYPE F (j) Position of service equipment to be determined by serving utility. ® See "Service Grounding" detail. I • • I ' .. SERIES LIGHTING TYPE G @ If service pole is utility owned, service riser shall be furnisht;d by Contractor and installed by serving utility. On State owned pales the service nser shall be furnished and installed by the Contractor. Service riser conduit shall be terminated with a service head or shall be sealed ta prevent the entrance of wafer, as approved by serving utility Service switch B. Troin conductors ond place connector, centerinq over butted coble ends. NOTE A Ballast hanqer IO-3/4"x l-//2"x l/4"FB. steel,qolvanized. Mount ballast handle of balance point. SECTION A-A Meter socket box with either manual circuit closing device or space for test block as specified. C. Crimp connector. If crimpinq tool is not ratchet type, solder crimp connection. D. Insulate. Use method :tl"on hiqh voltoqe circuits unless otherwise specified INSULATING METHODS Law Voltaqe Circuits (0-600 volts) Method 'A" I. Apply one coat of rubber cement and allow ta dry. 2. Apply low voltaqe tape to a thickness equal to original insu/ot1on,po1hting final layer wtlh electrical insulating coating if P. V.C. tape is used, High Voltar;.e Circuits (601-5000 volts} Method ;;i" I. Apply one coat of rubber cement and allow to dry. 2 Apply high voltage tape to a thickness equal ta original insulation 3. Apply two layers of low valtaqe tape, half lopped. Hig_h Voltag_e or Low Voltag_e Circuits -Method "B" I Apply two /oyers,half lapped,af synthetic,01! resistont,self fusing rubber tape. 2. Apply .OO7"thick PV.C. tape tao thickness equal to onqina/ insulation. 3. Apply two foyers of asphalt impregnated,open meshed fabric tope and fuse in GENERAL NOTES l All dimensions are nominal. 2. Rubber tapes shall be rolled after application. 3. If P.VC. low voltage lope is used as o final layer,pcJ1ht finished splice with electrical insulating coating. SPLICING '• -,,, ,1/',I t f...l 60 30 m z 0 w ~30 Iii oso 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 odjocent to and protected by a 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 shall be placed olang back side of foundation, unless otherwise noted. . v/ V " '0 / V --......,_ '-I / I ~c ~2.0) .\ \ \ " 1.0~ .o.5 / '-... ~ 0.2 , r--. -~0.1 r---.. -~ 90 60 30 0 30 60 90 DISTANCE 1111 FEET TYPE VC BALLAST INSTALLATION IN ROADWAY PULL BOX PULL BOXES _, 10 or llgaqe l 8" • I ; ..L PB !"Chamfer C)I··· Paint Block -~ > '"'I i C\J C) C\J Paint Whtie ---f enamel IT) 06 I vi5J. I ,, -----~3~Y-~/6"--------I SECTION A-A 112" Condulf--+--i..11 l/2"condull~ , t '\ I '•no Face of woad pole or face of concrete foun- dation for steel • I o I : I . ... • I I I /8" REAR 10 • 01omel11r pr11cosl concrete bo,r. Inscribe 1/2 "Conduit -" N cover Ground Groond clamp NOTES.' . When water pipe is used for ground, wire shall be enclosed in galvanized rigid conduit, or equivalent mechanical protection. 120 pole. :.,_____ Min I'----~ ., TYPE "B" Ground electroue Rad or pipe electrodes shall be driven ta a depth of of least B ft. below surrounding grade Shi11/d11d Highway Lighting Luminoirt1 ~O'Mounling H11ighl, 20,000 LumM Mt1rcury Vapor Lamp ( Install in sidewalk or paved areas) SERVICE GROUNDING ISOLUX L!NEfc OF MINIMUM HORIZONTAL OOT CANDLES NO SCALE ELECTRICAL AND TELEPHONE SERVICE DETAILS ,- "o· 8 10. Stdplpe :• ·: 1':• 4 ...... /j •. b., • I)., •. •• 11'-6'1 ,Dia. • IO 'I • <::) -' ") ~8 AWG stranded Atrach ro grouna Solder cables to cutout clamp-.. te,·minols; fill openings with approved sealinq Ground as required for service compound. ground. Paint white with 3/4" diagonal block stripes Jinbed spade bracket in concrete in bottom of pull box (Set Cable clamp vertical) Series lighting cable TYPICAL GUARD POST GROUNDING CUTOUT and n, Ground clamp quired fillings musr b11 accessible. t must exknd lo ground electrode. to C()lldui PROPOSEQ -------- D :ct-o @ EXl(i_TING ------Signal conduit ------Lightinq conduit -· Pull box '_, Electrolier,mast arm type ' ~--:, ,,,,_,, (Type Z standard) 1,=:) ,.:, Electrolier, upriqht type l/p!ol11c 1 ground wtre from m11chonicol injury. ..... . --Power pale ---... -o-Telephone pole TYPE ''A" / electrode + -?-Fire hydrant -·---------· --Overhead conductor RECOMMENDED DR,';,WN ___ 1 DATE cr.ECi<CO__ SCALE SYMBOLS STATE STD. DETAIL ES-5-6 . · CITY OF NEV✓PORT BEACH PUBLIC WORKS DEPARTMENT DRAWING NO. R-50;::.-S SHT -.~• OF ' \ I I ,- ✓ I \ \ FEDERAL PROJECT NO. I f'JSCAL SHEET ! 'iE:AR N~ r---------~-----------:---------....I-------------------------------...J.------------------------------...l.---------------------..,...--------.J_----ii7~~C~A~Ll~F~: ;::::::::::".=::;:===~=~=:;::;:;t:::t;' D!Sf COUNTY RClJU .!'E"C'l''Or,; Sfi(l:T TOU.l' BASE PLATE POLE BASE BASE PLAT!. ANCHOR BOLTS POLE POLE DIAMETER DIMENSIONS TYPE HEIGHT a GAUGE SLOT SIZE BOLT CIRCLE "c II II Q II "bt'' •11b211 II f II DIMENSIONS DIAMETER ,If" II 20' x /Oaa. * 65/a" i/1/i I .Q 1/2" /IV!!. I l/4 • 1" .. 2:c" JI-a . 25'x /Oaa. * 7 5 /16" // l/i 91/2" /I l/2" I 1/4" /' X 36" .III 30' X ?go. 8" II 1/2" 9 1/2" II 1,,2• /3/e" /1/o"x 40" lll-a 35'x ?go, 8 fl/ " 16 13 1/i //" !2Yi' I,~,, I 1/4"X44" .x 30' x /Ooa," 8" 11 1"2 91/2" II '"2" I 1/4" !"x36" .z-o 35'x /Oga." 8 II/, ,, 16 /3 11/' 11· 121/2" I 1/4 " !"x 36" X1JT 20 x .!88"thick. 7" II .. '11v2" 91/2' I 1/4" *it' BASE AND ANCHOR BOLT.SCHEDULE 91/2 10" I 1" II 1/2" 11· II 1,,2" m" Removable rain- tight shaft cop......._ NOTE I I I I I 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-?} for structure mounted standard. TIE ROOS I. All tie rods for mast arms 8'0 o" to.less than 12 '-o" in length shall be as shown. 2. All traffic signal mast arms and mast arms 12' and longer for /11minaires with integral ballasts shall be equipped with standard pipe tie rads 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 longer than IS' -o''. 15'-o" most arms and!" for Cap as regularly furnished by mfgr. . 4'-o" 4"0.0. Note 3 (Steel most arms} ~ 0::, .... "' 0::, I:: -0::, § ...: ~ -<::: -!:?> <::, <b c.. -<::: § t::,, -!:: !:: .... I:: § ~ <::, 'q: I:: IC --1-.. 0::, -!:: ' I:: I\') <b <::, IC .... ~ c::. "' -IC it c::. -0::, <b l\j <b "' .._ 0::, <b ell §-§ 1-.. ·!:: I:: ~ 'q: • Handhole for lowering--+--~ device. '11-' 3"x 5" handhole -----+-'----,►IJ h) ..L _L -~--~ _-=_"'"_=_t,_ ,ilP.il..~ Tf ~-" L·" • ,. 314 C,2No.!2. 12'-o" fc.~:t:"!?" r=====::::::~unless otherwise noted ' / -✓ ~ I 2" Standard pipe ./uminaire mast arm. POLE TOP 15'-0" <:: ·-vnless otherwise noted .e: r l~~,~========~~~~~=========M v-~Gn~ I r=!-, I ....l.'.. I : 1+,i I -/ 1 1 J'' 1 2 "Standard p,p· e traffic ¾ 5¼ "o o I "4 . . 1 , ,, I signal mast arm , 1 : l J: i (Type 1ll a lll-a standard only} ~ I I ,.. ,, I f I \ I /1 I '-.::t:J I '-1 _ _) Length >< • I 0::, -~ I:: • I:: c::. 0) --~ <:: ·~ I:: , c::. 'I "---- MAST ARM I ~ <:) c.. --<b <b ..... "' -0::, <b .._ <b §- K • c::. -' c::. -- ./7 5 ,, 6~ O.D. Sidewalk finish Handhole for lowering device ond height of handholes as regularly furnished·by mfgr. :,.~<::J-✓12"x 6" x 6" galv. 1/4" cast I PROJECT ENGINEER DATE TYPE xiv (P.O.C.Electrolier} SCALE 3/8"= 1'-0" . : : .• <1 . . : b. ·--~•-; -~ DESIGN ENGINEER DATE APPROVAL RECOMMENDED BY DATE iron box with gasketed screwed-on cover and 314" plastic drain extended below surface. I 3 -o "' "3'-6" i Arm drilled and dimpled or use tapered washers to permit straight tie rods. 2" standard pipe crossarm for Lvminaire Ma storm. II II 2 double-extra strong or 21/2 standard pipe ---i cross arm for Signal Mastarm. //8" l/2"Tie rod back stay , 1 ,, ;,: ,, 1 ,, 5" thread both ends ...,~ /12 .1 2 "8.(i-zl (See Tie Rods Note, this sheet) -. 3. ,, .L ~ ?~ ;r,, ¢ holes I~ Ve PLAN ( Use lock washers under all nu -----1/2" Plate bracket l~~~~~;~:~~:::~~~~~l~~2~"¢Tie ts rod back stay " 'Pered washers. ~ ""St d d . Ta. "' an or pipe mastorm , ELEVATION I I l ,, Ya ?ll -~ ' I I I I I I . ' ~ ~ G ,,: I I I No. /Ogage : metal sleeve : at each welded : joint. : ' ' ' ' I POLE ff - SPLICE ~o ' \ihlO:TS i ro ACCOMPANY PLANS oArED-• --•-- ,, II k 3 x5 Handhole,re,nforced with No. 3 go.ring/// 2 "wide weldt;,d to Olf,tside of pole, • - 41/2 x6l/2 No./Oga. caver plate, located in same quadrant as mast arm. --//8" ELEVATION 4-I //4"bolt holes slotted for bolt circles. /; l/2" for I l/4"bo/f Type .Ill -a pole} • I PLAN POLE BASE CALIF -TYPE .STANDARDS MAST ARM TIE RODS AND CROSS ARM GENERAL AND INSTALLATION NOTES :0 ,,it/ ,-,:•·: . ' - . '._.·. ",,< ~-:.·· <"·., ._._, ___ -. ',' ,· • 1. All steel shafts and masf arinsshall begalvomzed.bolfs • screws, nuts, washers an.d fie rods_shallbe qalvqnizecl,/ : ,;; . f . (Use for most arms in excess of 8'in length} 15'-o" unle_ss otherwise noted NOTE: Top two inches of foundation to be poured level with sidewalk finish except on structures {See standard electric'al details- bridge, Dwg. ES-7.) ELEVATION TYPE II 8 II-a (TYPE II SHOWN} SCALE 3/8"= 1'-0" -' "---- I/ .LL G 5 l/4"0.0. I Sidewalk finish -' I() ...... '11- ~ ~ ~ ~ -!!! l::i ~ R <b -~ <b <b 1-.. ~ • (:, I::, -' ' (:, ~ l\j <b ~ " ~ c::. ' ~ . • ' -' ·-· ' ·,; .'." -~;;, ·, ,, ;:-,_ ,, ' I -, :, -•, . , -_ - -~ ._.--.-._ --. -, ·: , 2. The lower 5 length of a 35' Type Jll~apole shall ,c;/ ... ·•• '-"--1 consist of a 5'-"'7 gage tapered sec/ion (IJ"O.().to.B 11/16"0.D. butt welded to the lower endof a 30 Type llipole: • . ,, ' . ,' ., . C , - • I > ' ... ", ' " -.. • • ' .. ' --: -' ; ,_' '.-':;,, ' 3. The lower 5 length of a 35. Ty11.e I-a pole shall consist.of a: 5'jr10 gage tapered section(8'10.llio 8-////6''0.0.} butt we/de·. to the lower end of a 30'Tfpe.Zpole. • • 4-Tff,e,,_lower 5' length of a 2p' Type Ilc,p pole sha{/consist qfti:· "--- 5-'!Ogage tapered sectton (6-5/8. to 7-5/16 0.0.)butt. ·: • •... welded to thelower end ofa 20 1 TypeIIpole. • . • • • .... •• 5. For standards. to .be installed. on structures, see Orwg. £~:7. STEEL MAST ARMS • • • • ••• • I. Lumina/re mast arms shallbesoc11rvedthat whenma~farrn is fastened to pole the luminaire end shall not be below top of pale 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 mode by means of a rain tight 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 /l/64"X 2-//2" min. 3. Threads may be cut or rolled. Bolls shall be galvanized or plated after threads are formed. ' 4. one anchor boll $halt be bonded fQ condJljJ... _______ -'+_ RECOMMENDED A??ROVEi) __ .,/~{:,.,;,?,, /'S>7 PUBLIC WO~KS 'DIRECTOR R.E. NO, i cr·cc- DRAWN __ DhTE CHECKED__ SCALE STATE STD. DETAIL ES-6-4 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT DRAWING NO. SHT OF (