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HomeMy WebLinkAbout073504-T o a 4hLiF. ..3v1I 'STY GTS tt a nsr-`•• INDEX OF SHEETS STATE OF CALIFORNIAt , A LIFOWNIN Si est No. 1 iTitle Sliest R � 1 a i` R 2-4 rtr et llon Details,Locations A""E'and"C" �✓ a 79 " �� KP Y N�AI� 5-14 Electrical Details �t 15-16 Standard ca,:strutitlan Deta,lsI DIVISION OF HIGHWAYS i M PLANS FOR CONSTRUCTION ONSTATE HIGHWAY In San Bernardino and Riverside Counties . on Route 9 at Haven Avenue about 2 miles east of Upland- on Route19 at Central Avenue about l mile east of Pomona, and on oute 78 at AlessandroBoulevard bout I mile north of March Field Viii a,�tF 4 r sow Lloo aa, Alta o 8 PAW r c sa.s L aa. t y i'i• ;'i •k` —' � s. g- • R soornar -, .. , vr: �. arrow -� R,a. •••• _ � 3 f M •, „ "'_.�,..,�..,. ^ .:: L TI } rrosraino. , . &at ,.e .' F,.. '^` _ aacae eLecTao-c w V.0 8400mi v p uasti 5vn A a ft •�( Ra, Lornalia+a,rc R a k z panda t3ryn V a+�«ruaa or. tr Mawr Route 19SkN BERB# RDfNf? CO. yam n ti Highgrove RIVERSIDE CO. 'A!@rxai AVC Canyon Crest Heights Pedle 6,mGM0 �.,i�.14 K.Mrbdif Av$ @'rcLOCATION C c �< NOCCd Route 19 4� sun end o_ .. 'x Edgeont �� s � 1 A+rasaro!rC �W I h AS BU i LT PLANS ae gt��f +. o Heights arch m h7$ a ._._._._._._ ._.._. Field n t1, t}R4NA Q s r Contract leo. v.b vdaodcrest � h � _ Date Completed- Document OCUr$"len4 SCALE 0 a 2 'u 4 B Mile. A - + ... .,. wwr mob' 63-08b=I0H0T35,0 505 /'eau Na.WH�ST I HER:'BY vFRT,FY THAT'TIUS, IS A.TRUr, AND ACCURATE COPY OF_M E ASOVZ i` -Iml"N?`,"Ari R TIMER 1;Y DIRECTION AND^ONTRO1,ON 22i Z.S' DATE It!St,RArF,:TO, ,..,..OR'u'k PUESUANT'P A • .T.'I.A^O" BY T7R :i' FCTMf OF I—RRXS• JA^.E •�TGh ATU$E -„�--rc-y--y S..TLE . •••«••. C CAA i UNI.`.^^,EPARTWN-,Cr .,(' ^ifC+%v+L>A ,,:.F, ..:.C '(fCf ,•..�.`-,' 'A(=^.F'Jr ! „<TE _� f-u9t!< k RK4 �C4.�cit t# t 4£ � �...,� ,•.. tr`^ (C�+ .`s ;➢ i Fir<'„; �. r c ' 1 ro ( 3 �a -�• ne a'� as i .; ::} .,. ,. .,-.,.. r .n.C.(,_. 4?t.•. r ,xf s.JPEiil .,+ .HY'l1'.li U@e,/,..n,.Rv ^„'seV:€6.4 t,< ,,. ,:', .• � _,.. _,. C ,,:: 5; _.<(...+iE, .. t( ,.As frG' 4*.u... 3 J;Y.M1 a.JWN= .. ... ... r'. ?'X” r F.10 n _ Ci_} z STATEFEDERAL PROJECT NO.- YfARL eMo'� iIPTu'f 7 CALIF. �•C Y an ce•mt •ov, Mut tmu CONDUCTOR SCHEDULE9 t ,A Conductor Run AIA A_. AIA /' Conductor Size 14 12 10 14 12 10 14 12 10 14 12 10 14 12 10 14 12 10 R/W '� AA 0 (A+A,) 3 3 I mn.Im1...... X 0 (A+A ) 1 -3 3. 6 3.. 3 1 r 1 �C�01-C[�16.CGL�. _..__ 0 0. 3 3 1-- 3 r I 0 A 3 3 6 3 B 3 3 3 3 3 3 OA+A, Ped 2 0 A+A2 Ped 2 2 2 2 ry Soares 3 3 '3 3 3 3 120v Neutral 1 7 1 A Detector 2 2 2 4 B Detector 2 4 2 2 0 Al Detector 2 2 0 A2 Detector 2 2 2 _ W Luminaires 2 2 2 � = 6/14, FH � FlashingBeacon 2 2 2. 3 � PPB S Post Wb PPB 1 2- 3 6 '2 1 R/W I OB R X 12v Neutral 1 '1 1 1- 1 1 Curb Line OA+OA2) I"C,2012,2i10 _ 1"C,2512 -o To be removed by others�yl OBI- f — — — — N Shidr Service 2 2 3"Z '(0A+0A2) /© 5075' Total Conductors 12 3 3 19 5 3 23 7 7 38 12 2�17 5 3 10 3 3 � ® , o Stripe _. �ETW Conduit Size 1 • _2. 2• z}• 1}• 1;• ; 700' -- •Aj, PS 3 Post b' �- 4 \ \ \ \ \ \ \ ♦ \ \ A2 461 • ,. �- _ re Grd,P,bst:(2j i•C' 16 0 - F' Stripe 15' 1•C Grd Posts (2 Dbl Barrier Stripe ' �• 241 OA1 \ \ \ \ \ \ \ \ \ \ \ \ \ m' PPB S Post ' OA2 ^I Shidr I 11^ 2 �— v —_ 700' 2 017 . 9001! Co. 4 r / o a (OA+OA,) 4- FOOTHILL BLVD OB W y- —X �' R/W i•C,2/12,2/10 (OA+OA,) - APB =1 PPB®9• TL WH 421 - �.Wv w> ® /`�� To beremov by others RAJ W NOTE: 6« a 1 ,�?moi A Yellow indication shall follow 9 termination ofOAi Green arrow. 0AI � SERVICE SEE DETAIL •A• :20/240v PP 11377532E I R/N i t 22' 7CV-1 dr 1 ,D � ,•c.z112 Type A Raised Bars ignal Std A T- 8-3 Curbs I r10 4�• d I 1 Exist. Standard �� 0.17-'Type 8 AC �"-10'-�-10j 10'-` -t0' a 2' T �� T lI _-_-4 X Dou:ie Stripe _.. 45• _ : .,., •- .. I I N A' Guard Post (2) "I Earth `Exist. Pavt PPB d-.Post TRAFFIC -SIGNALS OA, OA2 OA,+OA2 OA 08 PLAN SECTION A-A AND, Scale: 11=10' Scale: 1•=2' PHASE DIAGRAM ISLAND DETAILS HIGHWAY LIGHTING PLAN W Scale: 1•=201 •" , Exist. Std 061 Stripe — — L°?--'—Tree Une--------- Raised bars�TjpeA — — — — — — — — — — — — — — Exist. Std Dbl Stripe-, -- — —. _ _ Const Islands '-�-- —' — — — — — (See Oetail) _ _ _ _ — Raised Bars Type A-,"' _ •— — — — — — AS BUILT FLANS o f R� LOCATION " A " Contract No. /sl�v« FOOTHILL BLVD AT HAVEN AVE Date Completed--____ RAISED BARS (TYPE A) AND ISLANDS PLAN -; Document No. �.` SCALE: 1•=501 SCALE AS SHOWN 64 9V13C22 :.h•i•1r6+ph•rt-.. .Den 'DMp"elgrn•1 -DeN`_- Men�wMAN... Dme. 71b 6 I HEREBY CERTIFY THAT THIS IS A RUE AND ACCURATE COPY OF THE ABOVE DOCUMENT TAKEN UNDER MY DIRECTION AND CONTRO ON IBIS DATE ZN SACRAMENTO, CALIFORNIA PURSUANT TO AUTHORIZATION BY THE DIRECTO OF PUB/ C W DATE_4,LZi. t. SIGNATU -TITLE SCALE 1'=00' MICROFILM-STATE OF CALIFORNIA-DEPARTMENT OF PUBLIC WORKS-MICROFILM SCALE I"=SO' SCALE 1'•=20 MICROFILM-STATE OF.CALIFORNIA-DEPARTMENT OF PUBLIC WORKS-MICROFILIII SCALE 1=20' 0 loo 200 300 400 soo 6C0• Too O so 100 200 300 1 IF 20 30• 40 60 70 80 90 e0 20 30 40 .60 TO SO -90, 10 10 '30 40 60 10 SO 90 SCALE 1'e 16 w 1'=100 MICROFILM-STATE W CALIFORNIA-D£PAR TMENT OF PUBLIC,WORKS MICROFILM SCALE 1"=IU 4t .".100, 1 1"= 4V _ MICROFILM-STATE OF CALIFORNIA-DEPARTMENT OF PUBLIC WORKS-M,CP,OF,LM SCALE 1'=40' 0 10 2I 0 3o a0 50 60 70 e0 90 100 IO 20 /30 40 I50 0 / -,100 200 300 400 s00 600 1 20 40 60 60 20 a0 60 SO 20 40 60 80 20 40 60 BO 20 ao W 80 20 0 60 b0 RI4`.%.STATE FEDERALPROJEOrNO. 'YECII` 'flo• 9Y[i3 7 CALIF. VIII SBd,Riv 9.19:78 1 A:A•D To PE Control To Ballast To Flashing Beacon ^^^ ^ X --- r— / 9 OSR Lt �d/ C --� � Parent f I AC- 0 Green Cq I I AC- MT 1 --o AC+-a— L.—_J GPT AC- Stop Timing SR RR AC+ to Controller �t C- - , #• Min cover `Start Conduit drop 12" from edge of paved shldr I I' I I® 1�� I Parent12" 7211 L L _ -1 'L/1 I Pavement Multi-connection AC- AC- 0 Yellow Before _ Til hldr OS I plug - Pin f33 Inductive loop ckt X I I SCHEMATIC FOR GUARANTEED PASSAGE INTERVAL 120vLine MT =Timing device 0SR = Phase selecting relay RR = Reset relay To pull box FLASHINGBEACON'DIMMEIR-CONTROL UNIT SR= GPI feature triggering relay C DETAIL OF CONDUIT O1 .Flasher TO loubl j-1 Do Fe 120v, AC, W/contacts rated for 10 Vamp INDUCTIVE LOOP DETECTOR No Scale O3Dimmer.dransformers (2) O4Terminal Block \'l Toggle Switch with"Auto-Test name plate 0 Radio`'int'erferance suppressor _x- 0 Plug,fusee 10 amp: - Same as OS except witn>"On"-"Off" name plate O1" Chase nipple 10 NEMA Type..3R enclosure TYPE STD DIMENSION Separate pour`, A - B .t#" min I 21 3' No. 4 Bar reinf (2) II 2'-0 51 ` • , -F 1 v NOTE:. Dimension "A" shall be X •o .J square or round 3" ON or ,3■ 6".0 q1 = _ 6f �- SECTION 6 B -TYpe I or Standard ... niff 'TypeIII StandardSeparate pouri'Pull Box BB�V SIGNAL MOUNTING � 4 b DETAIL "A Qo ar reinf (2) O PLAN No Seale TYPE Ill.STANDARD TYPE I OR II STANDARD Q c X SPECIAL FOUNDATIONS Scale: t"=51 AS BUILT PLANS S P E C I A L D E T A I L S j Contract No. ELECTRICAL Date Completed 64 8 V Proles EnOlMr:. DC.. D.>on ElpBMrr Da. y Da. $ Document No. y l; 74. 7- ._ ___ _._ __ '.I HEREBY CERTIFY THAT THIS ISA RUE AND ACCURATE COPY OF THE ABOVE DOCUMENT TAKEN .UNDER MY DIRECTION AND CONTRO ON i.I$DATE IN SACRAMENTO, CALIFORNIA PURSUANT TO AUTHORIZATION BY THE DIRECTO OF FUR C WQRKS:• DATE__.Z/e.1 ' L�SIGNATURE� �r•� ITLE S�P, SCALE I"e 50 MICROFILM-STATE OF CALIFORNIA-DEPARTMENT OF PUBLIC WORKS-MICROFILM SCALE ;f'a 50• SCALE 'I'c 20 MICROFILM-STATE OF.CALIFORNIA-DEPARTMENT OF PUBLIC WORKS-MICROFILM SCALE "2d 0 100 200 300 400 Sd0 600• 700 •- 0 Sd 100 200 50 300 50 I.. I i I. I" I. I. 30. 40 60 70 e0 90 KI 20 30 40 ,GO 70 80 -So' 10 20 '30 40 60 70 80 90 I T SCALE 1•%IO• a 1�r IOD MICROFILM-STArr OF CALIFORNIA-DEPARTMENT OF PUBLIC WORKS-MICROFILM SCALE I•%10• 0. I"=100• ' / SCALE 1- 4O• I MICROFILM-STATE OF CALIFORNIA-OERARTME NT OF PUBLIC WORKS-MICROFILM SCALE I-.4Q 0 10 20 30 40 50 60 70 e0 90 100 '0 20 r30 40 150 0 zo 40 I .� 80 •.100 zc ao so ao 200 zc 4O 60 300 zo 4O 60 80 400 20 ao 60 BD 500 zo ao 60 _ 600 I / 31I CALIf .fr .. .. .... 4 SYMBOLS0 f"ET ro*a N!3T CWNTY RWl[ f[CTgN I 0 QT-II VIII S8d Ri 19• A A•D /I PROPOSED EXISTING Signa/conduit M " Lighting condurl INSTALLATION NOTES M ':3 Pullbox u.fovec_ 1xa/e�fei/6` Impact Defector M more Non-direction/pressure detector CONDO/T [,j;xr,D,a En,:.N,un::e s,.!565 Non-directional mognebc detector SIGNAL EOU/PMENT cont I o Oberoller pressure detector / /Jn/essaNarwiseriAlico/ed,ser✓iceondde/ec/arrunsondcrondui/rn/osigns/iudure / Pressure detectors-shall be 6 feet long, ,an-directional,un{essdher7wiselwIlco/ed. lieffi lter foundo//ons she//be/Inch and all other conduit Shell be D.kn than/!f inch, --aA Trofhe signal arrow cne•A4ay three co/or 2. Detector positron dimensions refer to Contact unit. 3"I r Z.Conduit sho/f be mslof/ed/B"mrnimumbe/ow curb grade in sidewalk areas-a ond24"mm/mpmbelow grade or finished surface/n a//other areas,excepl q F—a :r_�_ Traffic signal one way three cokx with bockptote that conduit msta//ed within curbed dividing strips constructed on SINGLE POLE .*-oexisting pavement may be laid on and secured to the pavement. .;}y_<, Traffic signal one way three-cow with green arrow 3.Conduit runs parol/e/ to curbs she//be placed adjacent to bock of curb, J. Top of detector foundation Shot/be flush and true with pavement surt'oee. 21' 7" (on 7'rypeRed and I standard unless olAerwrse spacifiedl except where in conflict with existing facilities. 4. Detector contact unit surface shall be/eve/ with rim of{come or no more B--•ice F- (Red cnd yellow louvered) �0 -0 Walk-wait Pedestrian ypro/ 4 Exa1/ng underground conduit Jo be incorporated/nJo new systems sho//be than//B-inch higher c/eanedwNh o mandrel and blown out with compressed air 5 Thr mount/ng bracket dimension between 11m axes lhru center of signal head and Q° i O Pedestrian signo;2 co/or head center of terminal comportment,or slip- fitter,shot/not be greater than//;except Most arm traffic sT na/(wdh bock /ate)(an T e 5.Conduit term/nOhilff /n standards and pedestals sho/l extend ?"Max.above where shown otherwise on the plons,or as d/recled bI,,he Engineer Q0 I I o M }� g p yP finished to / p 6, Vehicular and pedestrian signo/mountings p Q Q I ,y II standard) p of foundation omit shall slope toward/Ae hondho/e. 9s sho//be oriented so as Io provide maximum horizontal clearance to ad/ocenl :oodwoy •'T7R•a E/colo/ter most arm(vile pe most arm traffic signal wit/i botkp/ote Type.77Lr standard) o430_ `,r----o E/earoleer,most arm type(Type S slondord) 6.Service risers sho/�be terming/ed with o service head or shot/be sso%d/o prevanf " @ E/etlro/ie,upright type the entrance of waler as approved by/he serving&11116v STANDARDS AND POSTS I I e:n „' Pedestrian push bulton or /. Type I st07d0rds shot/ be I-C I o!N Powerpo/e rust 2.Guard posts she//be into/led o minimum of 2'0'Clear of curb face. 91190 I I QO 0 0 ti� -0- -0- Telephone po/e PULL 80XES 3. Pedestrian push button post Installed within the area of curb _.1 LI_ -- + ¢- F/re hydrant return shall be at a minimum of 3'0"c/ear of curb face. • -T llzr_� Flashing beacon,one-way /. Pull boxes k the vicinity Of curbs shall be p/aced adjacent to back of curb,except when show otherw/se on the or when In cont/Act v/th exAsf/ng fact/Nies. 1. �—� Uzi---o Tio/!rc signal with o//co/ors louvered Ate+ 4 QF.- ----- ------ Overhead conductor 2,Top of pull boxes she//be f/c•eh'with top of tui .or sidewo/k yiada or -- 1•PB Pull box marker above surrounding yrouna,when no finished geode is established, DOUBLE POLE L-4 Q--a Ultra-sonic detector (Side fire type) 3. Pu/Eboxes_shdwn adpem/lo 3londords sho/lbains/o//ado oinsl bol no/ FOUNDATIONS ,o Inductive /pap detector on roadway.side affougda{ion, g I Unless otherwise shown on the plans,the top of foundations for standards shall be EauTpmen//oc""on number Phase (/or 2 Bonds) CONDUCTORS-AND WIRING level with NP of curb/n curbed areas or 6 Inches above surrourding grade in Other SUB-BASES FOR RELAYS (/or2BondsJ seas Circuit(/Bond) / Signal neulra/shot/be a separate'/O AWG conduc/er 2 clearance of to Is e��on the pkiIS foundations sho/I be Installed with 2 foot g poved shoulder, ® £nd of conductor D 4 8 I Typical Markings 2 Conductors between ballasts or Ironsformers and luminaires 5ho11bex/0.4WG,600vo/I B-/ Phase 3 Conductors between series-k•ma/tipke transformers and sign swifeh Olector on location as she//be We AWG,600 volt g."en sp/on 4 Number of conductors indicated in signal system conduit includes 3 #/4 Detector Circuit AWG spores TYPICAL BANDING OF CONDUCTOR ENDS 5 Conductors sho//be identified with bands NO SCALE 6 Underground conductors to signals shot/be run without splice,except that where existing signals are being modified,signal conductors may be spliced where indicated ' 7 Neutra/conductors may be spliced in pull boxes M \� B Two lett of slack shall be provided In each conductor in eoch pull box g A pidesJr on purh buff nhla control%rail biit,�from each pressure defector or N Oil /0,Co/or coding for wiring to pedestrian signals shall be as specified for N corresponding vehicular green and red Indica/tans. Vo , //. One side of ffcondory circuit of series-to-multiple transformers shall be grounded an structures The 9roundinp electrode shall be trie conduit \v boihrm Off structu Dox res,Tl shot/be o/iZ`X B'ground rod instal/ed through Saiword AS BUILT PLANS GENERAL DETAILS Contract N0, i With O Curb, d=2'-6" or as �y--- � TRAFFIC SIGNAL AND With&ri., d-4' i nsk>xo .: Date Coripleted__ ® With C"Curb. d=5' .: �!' DOLL. i , t Np•�Q7 HIGHWAY LIGHTING INSTALLATIONS FOUNDATION INSTALLATION BEHIND CURB NO SCALE 64 g V13C22 'I M..:nCT INEfR DATE OE3NiN 4 DATC H' W DATE - I HEREBY CERTIFY THAT THIS IS A^RUE D ACCURATE COPY OF THE ABOVE DOCUMEtiT TAKEN UNDER MY DIRECTION AND CONTRO ON THZ DATE IN SACRAMENTO, CALIFORNIA PURSUANT TO ' AUTHORIZATION BY THE DIRECTO OF FUB C W `;f DATE 7L/,�G7J SIGNAT ITLE_ ...r, ^ ,-cY,'T -P, -^< ?k^*. ,-• U'..:.� , _ ,. . -..:.. .;o -_s" T_ Rs--r ti•�'2:f`+x` a-.g�5. y.,.:1,6.!Ya' }. f - .. -.._ _ _ SCALE I"..00 MIaIOFIW STATE OF GAUEORNU-DEPARTMENj OiPU9LIC Y70RR9-'YICPOFILY SCALES=1 30'=T" '-• ',^.�-. ---z'. _ 0 100 200 300 ....400, �. 8SOO 00, -� , O SCALE 1 c�0 ICROfILM STAT£OF C�LfORN1A-DEPJIRTNENT.YOF PUBLIC WORIi4'-MICROfIW ' 4 30 .ao 30 - so 00. `.. _so 300 .I.I.I.i ,1.1.I'.1: X1.1.1.1.. I I,.: f, 1 1.� .I.-I.,I ,I. 1, _ - o zo 30 40 ' ao 'To eo 90 ' I ,,! :,.. . 30 40 Fa �70 .'BO 10 'I N/ 20 S MICROFILM-STATE OF CALIFORNIA-OEPAR.TNENTOF PU9UCNgiKS•Mit:ROfILM ..1'n. I.'.. ..,1- I 7 I 1 1 ., „IM1i ,.. . ,,.,, ..I.•. - - ! .:I.. I��:I I ,.,.,,I.•• iC 60 SCALE 1"c 10' W 1"c 100' , MI•ROfl1,G-gTATE OF VAIFORRIA-:DEVARTYENT.Or'PUBLA:WORk3-MIGROFIUA 11020 O SCALE i=IO• or I".100' I -<v !.0 20 30 4.) 60 70 80 50 100 10 20 30 �40 300 - - SCALE 1= 1 I O .0 LSCALE. •O S 40 90 ... ..,• .. .. ,. .... I .,•I .;.I =I_...I. xI 1.-.'I 6D eo 20 40 �, �,,,, 20 40 60 8o,�1 40�. '• . .100 20 40 e0 BO 20 40 .� 90 20 40 60 80 40 500 1111 200 400 0 20 t IeIA���i.llATe f[DOAL MlQ/LCT MO. L �,r �•.s.�.•�, . cAUF. / «..I, 9/916 i 77 11 I 1 X �. M �en.G.�nFF�. •z fo�i�raisr/</j13 TO fltAltiOAT[D _._. !....-tl II II F9. III (f? 3 III In 11 �� y � 1 I, n / n Metlr 11 �� III k 4 •I T 1 --Street Level et Soc11 11 _ "I 0, it;i(� 41 0 1 13 < I I. v controller Of fe/Oy , ro o c �• cabinet. Exact/ocofion to - .�I �! 1 I suit telephone co. or �r 2 II`l 2 I 2 I 2 G ;2 ° �, power co. When _ X as AW �� containing telephone ""` L;> ^' T cable,size shot/ be l%p" I yW Tei fM'\ and minimum trending MULTIPLE FLASHING MULTIPLE FLASHING MULTIPLE MULTIPLE SERIES PHONE radius shelf be 36." SYSTEMS BEACON SYSTEMS BEACON SYSTEMS SYSTEMS LIGHTING OR telephone or power TYPE A TYPE B TYPE C TYPE D TYPE E TYPE F TYPE G OVERHEAD company manhole I INTERCONNECT UNDERGROUND Notes. TYPE H Qi Position of service equipment to be determined by serving utility. QP See "Service Grounding"detail. 3Q if service pole /s utility owned,service riser shall be furnished by contractor and '*y Installed by serving utility. On slate owned poles,the service riser shall be , furnished and installed by contractor. Service riser conduit shall be l terminated with o service heodandshnll be sealed to prevent the entrance of water, as appeared by serving uJi/ily. y 8"Div.galvanized ® Service switch. steel pipe. O� —x•: @) Flashing beacon control with service switch. © Meter socket box with eitherP.C.C. /her monuv/circuit closing device or space for test block as specified. ELECTRICAL AND TELEPHONE SERVICE DETAILS GUARD POST x NO SCALE NO SCALE 7 9 a 4 x, 1 f } j1 X IO"Diameter precast concrete box.Inscribe cover Ground." 141, Conduit, .. L,!_O" , Ground clomp and requirtd fittings I Ground clomp 112 Conduit- r must be accessible. Conduit must extend to ground electrode to ' 'fI Notes: . a f 1 protect ground wire from mechanical injury i i b a I_ AA-- i When NOtlf pipe is used/or ground,Tire she// I^"y I Q be enclosed in galvanized rigid conduit,or x mechanica o Ground electrode -_-_' _.-_0 godor ente ekcl odes/sho!/be dnren lb o o (Fact of wood po//founor d electrode e ctrode depth of o!least 8/t below surrounding - !- .' 1 1 concrete foundation/or Slee!pole. t. • a, TYPE A �V,1 e7 00 AS BUILT PLANS Fu °� Contract Na � ,Q'�/�L2Z I (Instal/in sidewalk Bor paved areas) DEPARTIAENT OF IPWl�4�� L tj e � ST�Narts+aa Date Completed X Document' No. 3oa7 SERVICE GROUNDING OARO mETA,L� TRAFFIC '$18NIFL g NO SCALE HtGFlWAIf U6!llilf�F INSTA.4:L�1i0Ns SCALE'AS I e.we�+. ow wwEMr.F o.. APPP.Ir.,.w,ay ak. ReWsed ORRMfINC N4 6- x I HEREBY CERTIFY THAT THIS ISA RUE AND ACCURATE COPY OF THE ABOVE DOCUMENT TAKEN UNDER MY DIRECTION AND CONTRO 01f THIS DATE IN SACRAMENTO, CALIFORNIA PURSUANT TO AUTHORIZATION BY THE DIRECTO OF PUB IC DATE j%iZL7j SIGNATU ITLE _s SCALE I'=SO' MICROFILM-STATE OF CALIFORNIA-DEPARTMENT OF PUBLIC WORKS-MICROFILM SCALE I'=50' SCALE '1"-2U MICROFILM-STATE OF.CALIFORNIA-DEPARTMENT OF PUBLIC WORKS-MICROFIL(A 0 100 200 300 400 500 600 7 0 100 - SCALE "c 0 200 300 $ I 2 ''0 '+0 SO SO 50 - SO SO 00 IO 21 30• /0 50 60 70 BO 90 'b 20 30 '0 $0 60 TO 80 .SO IO 2 '30 a0 50 � ]0 80 80 SCALE 1=10' W I--, 'c 100 MICROFILM-STATE OF CALIFOflNIp-DEPARTMENT OF PUBLIC WORKS-MICROFILM SCALE I'c 10 Or I"=100' - i SCALE I"= 46 , MICROFILM-STATE OF CALIFORNIA-DEPARTMENT OF PUBLIC WORKS-MICROFILM 30C SCALE I"o a0'- 600 10 20 30 40 50 50 70 EO 90 100 10 20 X30 40 150 0 20 �./ .� .•100 z° ao GO So 200 zo ao 50 So 20 aD SO Bo 400 zo a0 DO eD 500 xD a0 00 80 l l l l l l l l l l l l l l l l l l l l l l l I I I I I I I 1 I I I I I 1 »M= <4.r BawfCob/itd NOTES: fAw6w1a/,bosiGad low�doliandrhi/e sinrvbii.6 ES-�B «+� ++�• 11 / ? • Jkndaio!(U/flkat aV/tsryvialr amrj *0 6WN / .S/�. f/O /a t T 2 CO6✓M/!J/IO//61pDY/dl0/M/I/1 fAI f1!/1//o/w.-w1 MARCH 1962 1 I Back 4"WIiq ovr t/!e 40.puh�b/ L 8 See Genera/ ntirr��a _eKtQl� p�. 1 6 s e 8oek / Auxi/iory Door Pone/ ti d Able 7 3. Ugaae-s�lafpdrab/dAo1/Qa INe'QD. �p C_ a ,." 4 Ta;d*v ollho fAY7dm/6.7di6a// //Jif A7Vr./M//MCO.QVMf ml ' p $�, 3'-7•tote fVC-/i%1rdeYVA/ro//!� To.ceowN.nAw 4 1 _ sq.✓ s':. h 3-0'/b►/tidro © /Aa/s — °' 5. CondaN betwen fowdailen end od/oeent pa/I box 2 ` a 0 e Front Sia -� 10 pull box $bell be 2's/xe m/Mrixnn. 4 7 2 TYPE M CINET AB , Cobisd TYPE G CABINET PEDESTAL ANDFOUNDATiON TYPE G AND PRE-TIMED CONTROLLER CABINETS f 28i C B',winimarrebl�nonri �Irof�ne/r___ be%visn cddai//%/in9i T /,S• and/Ilan/a✓c�bM/ I I GENERAL INSTALLATION NOTES-ALL CAB/NETS '_See General General ;•• Note 7 " I i All cabinet dimensions'ore nom/nal. in /nolo//2 Rate/eiinin�o/ 2. Foundations shall be located to provide 2'O'minimum clearance between ` - 1'� 11 �� ,�gj�y i�r face of curb and bock o/cabinet. • AmwiM/dobcif a o o I 3. One anchor bolt she//be bonded to conduit,or ground wire. I►O/uleld 0 4 /f telephone interconnect /s specified o m/nimum of 5 inches clear vertieo/ PC.C. PEDESTAL FOUNDATION �C► _ O space shall be left beneath all other equipment Inside cabinet. Anchor bo/1s and To aah Gfat»a 40" TYPE M CABINET 5 Not more than too conductors from o detector or push-button circuit sial/ f•4 facturers per ft. CABINET WIRING Co cal r 6fflM0 /n✓ be Connected to a terminal on the terminal boardw the controller cab/net. 3/4'x/6'Anchor facturers Mmp/oh. ( bolts. Length does 6. For telephone interconnect a 3/4"condu/t shall be instel/ed inside the steel or E -90' R. M. AND G CAB/NETS AND not Include 2 W%R/NG NOTES PC.C pedestal to a print/inch above the cabinet or finish d surface of fhe P.C.C. 50" bond 14 Repo') (Z) Alain switch (7) Radio interference suppressor pedestal. Conduit shall terminate in o No.3-112 pu/lbox adjacent to the fowdotion. 02 Fuse receptacle.Cartridge fuses In Type 7 /n unpaved areas,o raised PGC..pad of 2�6'x 3=0"x 0t 4"for Type GM and �_ yy° R cob/net. Plug fuses:n other cob/nets (B) Flasher Pie-limed condoler cabinets and of 4'1"x 3'0'x 0=4"for Type R cabinets 25 .•._49`—.-I C Controller-Flash-Signa/ switch �9 Externo/ light and control re/oys shall be p/acea/n front of each controller cabinet. t� Field wire terminal blocks.Mount LA Shelf(odjustab/e every 2'm Type R B /n al/unpaved areas fop of foundation for 6,R and Pie-timed controller cabinets an metol shelf when specified. cabinet)Controller unit located on sho/l be 6'above surrounding grade. /n poved areas top of foundation sho// TYPE R CABINET top shelf be /eve/ with surrounding grade. 05 Auxiliary door flesh switchRoinfigb!vent land cabinet fon when specified) (/ 9 Anchor bolts,nuts and washers shall be galvanized.� NE.M.A. Standard plug receptacle with q-' Screened vent,8-112"ho/es or louvers grounding contact /(3) /Orom Pipe with screen DETAILS OF CONTROLLER CABINETS \ NO SCALE \ 3/16- \ l/ 'i'/16' � 21/x' • 33/4. r,.. :� `^ �z,e. a 3s/8•� 34 25nb' 3 16 3/16" 21/ZrO"-"5/8y- � .. 13/4' 2Y/8 5 I 3 a 3 O® O 2 CD 6 0 �G° 2 O 2., V 8 � a3'4 6� 8V13C22 SINGLE POLE RELAY 31/B // 9EPASTATE OF Of pLIFORNIA -KS \� DIVISION OF HIGHWAYS DETAILS OF _SIGNAL LIGHT RELAYS STANDARD ' DETAILS`NO.2A " DOUBLE POLE RELAY --�'No C4LE TRAFFIC SIGNAL AND HIGHWAYLIQNTING INSTALLATIONS ti _ SCALE AS N2IFD evl a DRAWING NO.E- ES 2A 2 •" I HEREBY CERTIFY THAT THIS IS A�TRUE IND ACCURATE COPY OF THE ABOVE DOCUMENT TAKEN UNDER MY DIRECTION AND CONTROYON THIS DATE IN SACRAMENTO, CALIFORNIA PURSUANT TO AUTHORIZATION BY THE DIRECTOi(OF r C W DATE 2//2L._SIGNATVI� /'G• ITLE .s SCALE 1•F DO' MICROFILM-.STATEOF CALIFORNIA-DEPARTMENT OF PUBLIC WORKS-MICROFILM SCALE 1•=$d . ` , ` 0 100 200 300 470 SO SW SO 600• ] , 0 SCALE '1"=26 IOOMICROFILM-STATE OF•CALIFORNIA DEPARTMENT OF PUBLIC WORKZOOICROFILM $GALE I"-20 300 1 0050 I. 1 - .•1- _I- I I- I I I. 51 I - I, IO 20 30- 40 GO ]O SO 90 b 20 30 40 ,60 70 80 -fq IO 20 30 40 60 70 80 90 I I I I I I I I I 10 20 I I 4I I MICROfILM �S TgTC OF GU.IOFORNIA DEPARTMENT OF PUBLIC WORKS MICROFILM IO 20 I 31' q0 - '• SCALE 1 `400.1 MICROFILM-STATE OF CALIFORNIADEPARTMENT OF PUBLIC WORRSS-MICROFILM I SCALE 1�=40' 0 SCALE Pe IO' or I"-100• 100 SCALE I-O or I'=IOD• 600 150 O i 300 I :..I I n D 210 40 -1 o S 200 zo 40 -1 O E zo 41' S E 400 20 40 w BO $Do zo 4o OO BO- _ I I I----�I 4'X9"Golv.c0st Iron 4BB 1/2" 1 pipe flange F.B D. DISTRICT calyvrY SECTION •••- �� 4"Std.garo.steel pipe !�/// .ft � � il•,40 � /6 K FD- II go.Tapered - € RZI - I- (Thread ..steN DIDe or ccaduit m APPROVED Z _ (Thread both ends) 0 , 3"XS"Hondhote.BCowr z 3'X5`Handhole and cover a-� Ixarrlc EN IV ER, ENGINEER LIC NO.5429 5"1.D.Min.of base f�T OT T 'min. 74 S"1.0.MIn at base. (>L-I � g� r� �k ©� Q 0S ' 2 rni^ 5/8"x 18"Anchor 2 4 x 18"anchor bolt bolt.Thread 6" 1/2"Base plate © O © O O TO ACCOMPANY PLANS DATED.,f,22fim(e.-/!/9!•s' Thread 6,with with 2-nuts and J,14:•• T-fitting with pW These signals face interseeftont vI 2-nuts-and..2- -2 washers each.Length ��•:;$: ..� ['a washers each.Length {•;; does not include 90° 8ockplore !:•'. does not Include 90° " ! 'n 4�'�•, .. . bend. !�;.:•. Red louvered -Offset stip fitter t"---y bend. PD Slip riff 2-� r2'-O� YNlow louvred Mast arm 8aek plate 12`Gntn arrow TYPE 1-A STANDARD TYPE i-B STANDARD TYPE 1-C STANDARD less othtrwtse (Details not shown same as In Type I-A.) Indicated on plans) NOTES:L.Standards shell be 10- "for vehicular signals:T-0*for.pedestrian signals and left-turn vehicular signals,unless otherwise noted on plans. A7 12"Lem stip filter 2.Top of standard shall be 4-1/2P QD. O \Gas tube type pedestrian algnals 3. Conduits shall extend 2"max.above finished towof foundation and for / ,"Lens 12`Lsns Maar arm Types I-A and I-C Standards,shall be slopedd toward handhole. 1"{dy11611f�+—� 4.One anchor bolt shall be bonded to conduit to K aConduit between standard and adjacent pull box shall be 2"size minimum. type pedsfgnpl 6. In unpaved areas top of foundation shall be a above surrounding grade. WA W WJ_ W4 Top Mounted Side Mounted SIGNAL STANDARDS OT Slip Feftr.® (Use onlywhen NO SCALE POST-TOP MO TI noted on plans.) 8 BRACKET MOUNTINGS MAST ARM MOUNTING Mounting Imludr's.termintl compartment Special (Use only when noted on plans.) 'See Dltns for_tYD.e O}-� _ —to signal mounting. _ Post-type Toward Flasher control cabinet SIGNALS AND M 011 NT 1 N �S ypa terminal Mount terminal ,� when specified eomparfinenf.. comDorfmaM,on intersection I section signal head J If NO SCALE " side of'04 away Backplate Type A-6 or A-7 - from traffic. signal mouthing 2=O» with Yellow lens and bookplate. edestdon _L —Incandescent sign lighting fixture. s19hals Pedestrian Slip flitter s^ signals I"min.golv.steel pipe Washers curved to `a v Slip fitter V See"POLE PLATE"detail. !It standard t Pedestrian Push:S r. button(When o— _ O �7— 3 V2"min. - 'I7 IndledtW onplan4.a].,2 as v --7'-0"Type I S. =- A i- I-A,(unless otherwise�' E lhlll and tap for "� Signal standard (Do_ `pI I , r 2 ;o noted on plans) _ H/2"std.pipe= _. T— i Q -�. �'. Ta Y Q Type I-A(unless otherwise Guide A Curved tofit WASHER DETAIL noted on plans) Two rows of 3 standard set screws ON TYPE 1-A 1-8` ON TYPE II III OR LEFT TURN LANE ADVANCE` FLASHING BEACON fitt er"sop V2 ' a � /_ SECTION A-A OR I-C STANDARDS _X_STANDARDS SIGNAL_ 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 POST -TOP"MOUNTING BRACKET MOUNTING 2-3/s" ., standard nearest crosswalk controlled. 3.Bracket arms shall be long enough t°permit proper alignment of signals. TERMINAL COIIAPARTMENTS r-8 al 3/!6' TYPICAL EQUIPMENT MOUNTING NO SCALE1 lar Washer ---( �E7 � Cast Bronze ' ° )"-2"Pipe most arm ins"to 5/16" 8» ,� TYPE I TYPE II ^ ®� t• /� 8"(tU27°^post _v -7/16"Nate through h (For A•1 a W-1 mountings) (For A-39A-7 mounting -� L(� �C, '1-1/2"Pipe �- - 2 7/16"21/9"21/9" I SA6" mountin - °� g A 3�� guide -_ f'I F3/8» 'I.~9/fs" S"Oil )on mart sDD Httec NOTES:1•All threaded openings shall be 11/2"LP.S. 'ay 16 3/8"R v2" FI �- arm Signal Housln oek rtnq.Seal with 2.Serration in fittings shall match those on bottom Flat .� 0.051'or heavier gage 9 27/32 washer s -_____ gasket sealing compound. of signal heads or in lock ring. 1" y L �-"�•` I"' I 3003-H14 aluminum g "ZI sheer Lock out hole proof lock washer 3.Top opening shall be offset when bockplote is used 1 �- afoul and bockplote for 12"red 1 I/2"NIDDIe B SlPlal standard - It 0 i Mounting brackets 1/2"Standard bolt/ TI N B-B drill signalhasthrrougbeen h l�eardm"in line with SLIP-FITTERS FOR P_0ST-TOP MOUNTING cadmium plated orgolvant2ed -<• SECTION A-A Cutout and Drill signal heall and hob through slip fitter. ' " attach back ate using Place 3/8'galvanized bolt with washer under bolt NOTE:On u T bookplate for W ng head th h Aper clomp omit cable -- PLANS 1 A (�'� - '• _ - 12�green arrow ,- (6rass,nac�nl a soler, and awa throughhole "ole°M ocean whh two oafs rd. LH'v guide on center hole In standard. r / serrations A^ �tU I�"� 2»� whk nut and lock-washer. POLE PLATE J • R AR VIEW ,urnm2uar..::/.:%ContraNa - N 5/,� thr*o pipe A NOTE:No background light ® T' threads NO SCALE Completed_- A to onsheod between plate Stop \ p\N\\�\ 3n6"Brass Pim pate Comp ARROW BACK PLATE itis AN signal h.ads to be attached 'U 4 8 V 1 3 C22 Document NO (12"GLASS'LENS) FRONT VIEW 3 Cadmium plated with lack ring sto.as Indicated _ for most ami mounting at left. STATE OF CALIFORNIA QIRECTIONAL LOUVER steel set screws. e Ring to be of brass,ot sufficient SPECIAL 90 ELBOW DEPARTMENT OF PUBLIC WORKS , Conrad area to cow flop!Oa r g DIVISION OF HIGHWAYS i NOTE ..mutts shah be oared to place with SLIP FITTER FORMA signal hosing. One for each special slip! one aloud Bross machine screw°"°rat and oriented ARM MOUNTING LOCK RI `"°""'o 'Peet°' '"° STANDARD DETAILS NO.2-B .. m-_dlreeledbyEapla:::. -- �� titter mooting TRAFFIC SIGNAL AND SIGNAL HEAD ACCESSORIES SIGNAL HEAD ATTACHMENT FITTINGS HIGHWAY LIGHTING NO SCALE NO SCALE INSTALLATIONS Not To Scale Revised DRAWING N0.E- ES-213-1 - 7-63 - I ES 2B 1 .> I HEREBY CERTIFY THAT THIS IS RUE AND ACCURATE COPY OF Y4!E ABOVE DOCUMENT TAKEN UNDER MY DIRECTION AND CONTRO ON THIS DATE IH SACRAMENTO, CALIFORNIA PURSUANT TO .AUTHORIZATION BY THE DIRECTO OF FUR RQRKS DATE 17��SIGNATU, O SCALE 1":56 200 MICRO FILM-STATE OFCALIFORNIA-DEPARTMENT OF PUBLIC WORKS-MICROFILM SCALE I'=50' SCALE '1-20' `MICROFILM STAT OF EPARTMENT ` - 'i0 Ia° 50' 30 300 50 400 500 500 700 , 0 100MICx -STATE CALIFORNIA-- OF PUBLIC WORKS-MICROFILM SCALE 1-920 -,,; ,.•; _ - S0 50 SO - I IO 20 30 40 60 70 80 90K/ 20 30 40 60 70 80 A IO 20 '30 a0 60 70 s0 90 SCALE 1'-10' a 1•a 100 MICROFILM-STATE OF CALIFORNIA-DEPARTMENT OF PUBLIC WORKS-MICROFILM I,.. "" 200 O IO 20 30 ao SCALE I"=IO' 0, i•-100' - 5O 300 50 60 70 90 90 100 10 - SCALE 1". 40' MICROFILM STATE OF CALIFORNIA-DEPARTMENT OF PUOLIC WORKS-MICROFILM 150 0 1 300 SCALE I a0' 600 20 X30 ao �.loo 20 40 60 BO 20 40 60 80 200 20 40 /i0 80 20 40 GO 90 apo 70 40 e0 e0 SOO 20 40 GO s0 At',, STATE FEDERAL PROJECF 7 CALIF. 1 brass stud bolts,x.ruts and /// cf! ✓ 9/ 7J, 25"1 woshers,Zperbox.Recess %Z B" D"�" C" �" �" g" 2/Z cover for nett. /9�1 N Inscribe _Dere er 2 X APPADVED TRAFFIC SIGNAL _ ° ; STREET LIGHTING when containing ;' STREET M m m signal conductor `� LIGHTING m °j Assistant s 4r•Nyn r EAq n••. GE Lie.No.5989 �q HIGH VOLTAGE II _IL ° ° TO ACC ANY/lAN$OATEO STRAIGHT SPLICE(600 V Or 5000 V) omit for/ow 2" 2/2 voltage circuits /5" Grade(See Note 3) N ;[: .•.� Precast reinforced concrete—i� Bonding .� Use 4-way pressure . = Bondin 7 —: dumper N : 9 Q•' Seo/around conduit . Sleeve connecter N s— Jumper with mortar with branch removed° ,2� / 60 STRAIGHT SPLICE DIMENSIONS- Inches / Drain 7 :F ZF l/2 Concrete bottom, ` C/eon2 clashed ' Roofing pe or Roofing paper Oro/n pour In f/e/d 30 / Extension when box houses AWG "B" "0" ? W 600 Volt/4,12 or/0 Solid 2' jV Clean crushed 600 Volt 8,6 or 4 Slronded 2 " �/ rack sump. NO.3Y2 rock sump = 0 X ro ----- ------- _ oncrete bottom, 5000 Volt B Solid 3 /" pour/n field. z.o O,s T-SPLICE DIMENSIONS—Inches Ground rod when specified 30 I•o AWG "g" "D" _A� _or when box houses transformerle Screwdriver slot 6 O o 2 a 1 600 Volt/4,/2 or/0 Solid 2" %" IIIJII•� // O „ R c"=Connector length NO.5 / •x-114 x 4,1,/ 600 VOLT"T"SPLICE IiO 90 so _3'0__0'_z0 60 so 120 "� D/STANCE/N FEET 31 " TYPE III @ Bross hold-down /0 or//gage Tube, 76 wo// bolt and nut Shielded Highway L1ghting LumindIre 30' PROCEDURE 1716"/.D. Mounting Heigh, 20,000 Lumen Mercury A.Remove insulation from each conductor to distance Z C t, and pencil I I Vapor Lamp to dimenston D Roughen pendling. y�• ��T / �-L Bolt holes shall ISOLUX LINES OF MINIMUM HORIZONTAL molchslondard ______� Covrrsho/f cover B.Tioin conductors and place connector,centering over butted cable ends 3 A% stud baf s. TRAFFIC I entire top of box FOOT CANDLES /nscrlbe wlfh,4jleffets 1 SIGNAL 1 %dio.lift hde r.� G' Crlmpconnector. /f crimping loo/is not ratchet type,so/der crimp SECTION A-A as for concrete covets �__---_ai 2 connection. D,insulate.Use method Xon high voltage circuits vaess ofherwise specifed• L PB Chamfer %q sloe/p/ole cove, Drill and coumer sink for A 3/4"deep recess cast Z go/vonlrrd after 4R 4"I in cover seat. 'IV"flat head screw Point Block Sidewalk or fabncolion �•Pu//box cover INSULATING METHODS o a `�' pavement grade L Approx. �2"speer Pont While /3L /%2 x/ "x/3, � enamel Low Vo/Doge Circuits/0-600 vo/fs) Method ;4" "� .......:.:..., .:. - N.li'.x/ :, Connectbondingjsfrper /. Apply one cool of rubbrrcemenJ and allow fi dry. or Pole Na 3.¢of No.S Preeosl .` i1 /�4 x/3/q x 3j6 L tograndrodmeloilk /@gogemela/ Re/nf.Conc.Box— Bonding . N Bevel ends toff F.H.MS.with 3 p: i conaFdforglFolvv)dwire. 2.Apply law voltage rape to a thickness equal to angina/insulation- A A Seal around 2 i Jumper lip of box. washers and 2 O ,II.L. „yl•• conduitIWW/Mh rJa p' Bol last handle ...pl i....: ",:.. nWs,of/go/vonlrrd i> Roofing Paper 2 :i•:: E sled P: a 5 pull box Groin v:•; - with exfens/on PI; w PourBa /lost Hlg Vo/loge-_Cbcuits f60/-5000 vo/t•t u sh d A" N Field — s <' -C/eon Crushed Rack A BoHosl Apply one coat of rubber cement SECTION A-A FRONT REAR a//around Ballast hanger,/0�"x/P2"x 4" /. Jand 0//ow to dry. (Type A Guide Marker-No Reflectors) F.B.steer ger/vanlred. Mount ballast 2.Apply high vo/loge tape to:athickness equal to original inw/atan. PULL BOX MARKER PULL BOX WITH TRAFFIC COVER handle of balance point 3.Apply two layers of/ow voltage tope,hot,lopped BALLAST INSTALLATION IN ROADWAY PULL BOX .L/9��age or Lcw Method"B" • No Scale NOTES /. Apply two layers,half%piled,of synthetic o//resistant,t self fusing rubber tope. /.Use steel cover and special concrete footing,as shown,when box/s to be 2.Apply.007"►hick P.VC.lope to a thickness equal to original insulation. /astaked where subject to fraftic loads.Steel cover shall hove embossed - -3.-App/y Iwo layers of asphalt impregnated,cpm meshed fabric lope and fuse in. non-skid patten)when box is placed/n paved or sidewalk areas. 2.Steel re/nforchig shaft be as regularly used In the standard praducls of GENERAL NOTES the respective manufacturer. 1. All d1nxvs1ons are nominal. 3.Top of pull boxes shallbe flush wHh surrounding Rubber topes shell be grade err top of od/acmis T T j 2. rolled oiler app/kation, curb,except Mgt iaunpoved areas where pu//box is not/mmediofe/y 64 ,( I 3./f PV.C./ow voltage tape is used as a final layer,paint finished splice with adjacent to and protected by a concrete foundation,pole or ofherprateclJve construclIon,the box shall be buried/2 inches below?rode and shall be STATE of CALIFORNIA electrical Insulating cool/ng marked by a pull box marker placed adjacent to h5e pull box.Where DEPARTMENT o f PUBLIC WoRKS pracfkab/e,pull boxes shown in the vicinity of curbs shall be placed DIVISION OF HIGHWAYS ad/oceM to the back ofcurb,and pull boxes shown adjacent to standards ShallSTANDARD DETAILS N Q.3 A SPLICING be placed along back Side offoundahanun/essotherwlse,noted. TRAFFIC SIGNAL AND PUL L B OX ES HIGHWAY LIGHTING INSTALLATIONS Pt NOT TO SCALE PROJCGT CN INC[R DA OMMCNO[D N [ OCSIGN CNOINLER O TL PPROVAL R[CY OAT. AS BUILT PLANS M Revised 7-6•� DRAWING NO. E- _ Contract No. �s18����9 I _- ES-3A-1 Date Completed Document No. Z TDO7 I HEREBY CERTIFY THAT THIS ISA RUE AND ACCURATE COPY OF THE ABOVE DOCUMENT TAKEN UNDER MY DIRECTION AND CENTRO ON THIS DATE IN SACRAMENTO, CALIFORNIA PURSUANT TO .AUTHORIZATION BY THE DIRECTO OF PUBTIC W� DATE //.d ZJ, SIGNATU L ITLE_j/s] /riJ7!" SCALE :"a 56 MICROFILM-STATE OF CALIFORNIA-DEPARTMEN(OF PUBLIC WJRKS-MICROFILM ' 0 200 SCALE =I"a g0' 20 MICROFILM-STATE OF CALIFORNIA-DEPARTMENT OF PUBLIC WORKS-M CROFILM 100 300 400 500 600• 0 510 50 60 30 SO 30 700 SCALE I _ GALE 0 . - 10 20 30 90 60 ]0 80 90 0 20 30 40 50 SO 70 80 .SO 10 20 '30 40 5 OO 1702 80 90 00 50 • SCALE 1'c 10 4r I"a 100 MICROFILM-STATE OF CALIFORNIA-OEPAR TMENT OF PUBLIC WORKS-MICROFILM SCALE I"a 10 or 1"a 100 1 2- O IO 20 30 40 50 ' ' SCALE V�=40 , MICROFILM-STATE OF CALIFORNIA-OEPARTNENT OF PUBLk WORMS•MICP.OFILM 3� 60 70 so 90 100 IO 20 130 40 150 0 / 300 SCALE i'.40' 600 .100 4� 10 40 60 &0 20 4p 60 80 200 20 40 FA SO 20 d0 60 SO 20 90 80 80 500 20 40 Ea 80 ♦._ PGO ..JTIT[AROJ NO PISGAL JN[CT TOTAL CIV.NO YCIR NO JXC[TJ CALIF OItT COUNTY ROUTC t[CiIOM JNCCT TOTAL MO SN[CTa Detector compound /crown 1/8"obove Exist.pavement Medion curb or barrier stripe pavement) f 4 min. -`2 max. J Sensor unit in ro/might gale,sheet IP.r•J. /• Median No.3/PB 0 meta;or e7 a'enc%sure on signs! - Detector //p wide x l" — — — ` - standard 5'above base,or sensor uwru:.T aRN.i tsa. as Lw w«.. nose deep slot 1 / 2 4 Lone stripe o o Loo unit may be located/n signs/ T.A l..J«T No.3/p a Leff p /2'or as controller cabinet. SECTION A-A Pull box 3 —( -4 �- — Turn located by cD}— Lane the engineer i6'mIa. G J Detail "A" /'bf U .Conduit to sensor unit TYPICAL THRU LANE INSTALLATION TYPICAL LEFT TURN LANE INSTALLATION A INDUCTIVE LOOP DETECTOR b f P/ug 2%Sfd,go/v. Bose e / e steel pipe 8min:' I FOR THREE LANES Installation Notes, SECTION 45 qa. mOx. /. Sow groove/n pavement for loop as shown. 2'mia s/g x/2N 3/B ES EP p Median curb or 2. Instal/loop in accordance will'manufacturers recommendations. �Anchor bolts 4�, barrier stripe /"Min. osph•cont. 3 Defeclor 3. Place //2'conduit in sawed channel in pavement and run into , Compound pull box,lose•tin conductors from/0op in conduit as it is being r,b h Cut hole over conduit q to fit pipe No.3%p PB ZM F FOR TWO LANES placed. %%I�y /B' 4. Sp/ice conductors from loop to 2+R/4 TW conductors through See Detail 1' conduit to sensor unit. Note'Conduits shall protrude R/R 3/4,No/es 5" 2"mox.above finished BASE DETAIL ES EP LANE STR/PE 5, SockfIll groove and channel with materia/approved by the surface of foundation. /"Conduif,3n/2 Engineer. E FOR ONE LANE PEDESTRIAN PUSH Specifications as above - BUTTON POST jitA 0 Transducer and omPIMler attached 10 metol stake with hose Rfl., Arrow 10 be teff a right outlet down. /or both os required.Porcelain ename/edO Rubberhose from transducer spliced Jo //4'/.D.,3/32"welt,neoprene tubingby neons of//4Nserraled hose connector. 5"x73/4"sign block .tlt"RL T-filling with plug letters white background. f` O Neoprene tubing(0f length refected)run continuous through I FOR WALK-DONT WALK FOR 2 OR 3 LIGHT 3/4'conduit and through defector compound. SIGNAL SIGNAL ® Seo/conduit ends. SIGNS Terminal IMPACT DETECTOR Compartment I For mounting on pedeslrinn push button (For installation instructions`see specie/provisions) u/!ra-Sonic post,provide filter for Use Ong,when Defector top of post.aiming I post. specified of LIZ-Sonic q Detector shall he ' g Shope bock of costing Red 8 reen as directed by the to fit curvdlure of post, indicator lights. Engineer. TYPE B TYPE A R /nslo/I push button on crosswalk side of 6'conlod unit unless I Y standard. otherwise noted Sp/ice box Pole PEDESTRIAN PUSH 0 BUTTON a SIGN inspection holes.Not required Foundef/on shod extend 8' for removcb/e type Pon. outside of frame on o//sides. Contact unit SIDE FRONT m Grounding TYPICAL LEFT TURN LANE INSTALLATION � •• bushing TopOffoundolion RooAng,popei `shoe/be flush with 2"sleeve to o/% Approx.2 cu. ULTRA-SONIC DETECTOR +vemenJ 11 sulfate ft.of clean p5, lei drainoge-. _, crushed rock ELEVATION A S 3 U I LT PLANS /nslo//olion Notes, /. Defector position dimensions refer to cooled unit Contra d NG. 2. Concrete under rem0voble confect unit mounting Pon shall Date Co m i etc d�_ be finished flush with fop of Pon supporting Ong/es. �S ;]y yy 3. Defector contact unit surface 22 fholl be flush with rIra of Document No•-,Fa 3/1/17 v V 1 (� housinf or no more than //6 higher,if low,.unit shall ` ,. STATE OF CALIFORNIA beroiied using one,-piece,'galvanized,sheet metal shims _�._....�.,,� I DEPAR7ATE OF LIFOR WORKS With dnnensons,the s"one as the ballon surface of the ___. - tanlac{un/t` - DIVISION OF HIGHWAYS 4 Screw threads shall ae cased with-onfi-sel:e compound STANDARD DETAILS N 0.38 A//screws sl'otl be rfhtened securely. TRAFFIC SIGNAL AND HIGHWAY PRESSURE SENSITIVE DETECTOR VEHICLE DETECTORS LIGHTING INSTALLATIONS I RevisedLE AS NOTED DRAWING NO.E- __ ES-3 B- I HEREBY CERTIFY THAT THIS ISA RUE AND ACCURATE COPY OF THE ABOVE DOCUMENT TAKEN UNDER MY DIRECTION AND CONTRO ON THIS DATE IN SACRAMMITO, CALIFORNIA PURSUANT TO AUTHORIZATION BY THE DIRFATO OF FUBPI W J DATE 2/�SIGNATU ITLE ljT fJ�i��• -.J 0 - SCALE 1"G$O. 2� MICROFILM-STATE OF CALIFORNIA-pEPARTMENI OF PUBLIC WORKS-MICROFILM SCALE 1 $O SCALE 1'a 20 MICROFILM-STATE OF-CALIFORNIA-DEPARTMGRT OF P1/OLIC WORKS MICROFILM r1 400 _ SCALE i•e 20 _ 300 IW 300 $� UO 6� to 700 0 IO 20 30• a0 60 )0 80 90 1�0 ro 20 30 40 ,60 TO So .9O 200 'o 2D '30 4 0 $^ SO 70 80 80 SCALE ISN IO OT Ise IOD MICROFILM-STAT[ OF CALIFORNIA-DEPARTMENT OF PUBLIC WORKS-MICROFILM $GALE I"a lOor i`c 100• ALE. I- a MICROFILM-STATE OF LALRv:;NIA-DEPARTMENT OF PUBLIC WORKS•MIGP.OFILM 0 50 .:. - SC o SCALE i':ao' 6C0 10 20 30 40 60 70 Bo 90 �� IO 20 r30 ao 150 0 t .,100 200 300 . ' 20 a0 60 80 20 a0 60 00 20 40 61 80 20 ao 60 80 a00 2O a0 60 BO $� 20 40 6J 80 I i /// �� 9/978 I •A•O /2 6 Arm drl//edanddimp/edor use k,8SE PLATE ANCHOR BOLTS tapered washers to permit POLE POLE POLE BASE BASEPLA _ sfro/phtJieroOs. Arr[o � ��4 TYPE NE/GNT& GAUGE DIANE TERMENSIONS SLOTS/IE 7m,,NS/ONSTC/R(XE» » N "bi" be" "J" «R DIAMETER _ ar/uti 2"standard pipe cro$$9rm for Luminaire MO$tarm. Afsls,onr S HIg7 rfy Engine., C.E I.I.Na 5999 4 20'x/O o.r 6$Ar' rr2 I//,*' v' » 2"double-extra strong or 2//2"sfondard pipe : jA/evreGi/6/yl� II-4 25'X logo," 7 sri ' //(i 911'1/ri' /(1i' 1 x 36" /O" cross arm for SignalMosform. i0 ACCOMPANY rlfL3 DATED BT 30 x 7 a. B //r' 9r'//r" /ai' /rr x40 // I I I •�_o_ 35.1 7ge.. 8 lis' 1312 /P i2 r2 /1p /14'x44' Z 30 x /O a." 8 //�i gV // /114 /x36" Z-0 35 x /O .R 81,116- /312" //' /2-'r /r4' /x 36 20 x./B8!hick. 7 // r r r ** Removable ro/n- light shaft cop BASE AND ANCHOR BOLT SCHEDULE 3,8"00. R I /r2"Tie rod backsfoy I 3x5"Nandho/e,re/nforced 5"thread hath ends wlfhNa3gar/ng///2"wide ( we/d foo !side of po/e, 4-/1/4 bolt holes (See Tie RodsNoJe,thissheefl �I 4I/2x6//2�No.lOga.cover s/ottedforboltcirc/es. 1 i Lr 4,d holes G .c plate,located in same (///2"for I//4"bo/t NOTE I I I e quadrant as most arm. Typed-opo/s1 I 'F t *//gage acceptable if fabricated from sheet steel of 40,000 psi minimum yield i6' POLE TOP * *L ength indleafed does not include required meta/sleeve I I I 4"-90'bend.See StandardE/ectriro/ of each welded Details-Bridge (ES-7)for structure PLAN to/at. m $of mounted sfditOrra. S Use/ock washers under a//nuts ; 1�— I o most. /2'-0" LG 1B �m arm unless otherwise note b //2"Plate bracket r1E RODS Y4i //2"�Tie rod bock stay i EL0 !. A/lfierodsformosforms8-0"4'o/.$$than/2=0"in/englhsha//be \ \ POLE SPLICE 1L EVATION PLAN as shown. \ ° �6' Tapered washers. 0-0- 21 standard pipe/uln/nacreI v Ft 2"Standard pipe most arm ; 2. Al/traffic signal most arms and most arms/2'and longer for luminaires most arm. `� as POLE BASE with integral ballasts shal/be equipped with standard pipe tie rods ° with welded 5/8'round bolt tips on each end,threaded 5. Weld shelf be7 » �u cooled with zinc-oxide point or galvanized. ELEVATION 16 � ELEVATION CALIF —TYPE STANDARDS 3. Pipe tie rods shell be 314"for 12'-0'to 15'-O'mos'arms and 1"for o O MAST ARM TIE RODS AND CROSS ARM GENERAL AND INSTALLATION NOTES c most arms longer then I5'-0" Cop as regu/or/y . Al/sterl shaft andmaet&NS furnished bymfgc tf=0" ; e (Use for most arms in excess of B'in/englAl SCrewSyfNlts was/1lrSGndfkf17d55/ ND! $ 4�0" 15=0" un/e s Otherw/se noted =F 2. Tile(owefr5'/epgM of o 35'Typo3-o pNe,�haN "- Nyrtr unless otherwise noted :� consist of a 5-L.7goge toper seit/M/d QQfstt 4"O.D. i' }I i G butt welded fo the/ower eadofo.30 TypeBf poN ?: Note 3 2"Standard pipe Jroffle \' Si"O.D. 1 'i 2"S/ondord pipe froNlc 3. The lower 5'/enpM of a 39eTyyQqI�S-a !/ (Stec/mast arms) I;i �� I signal Masi arm � , 1�!I 1 ; � 5��'O gage foptrM$cellon 0 1 1 signal most arm. (Type�l B�-o stondord on/y) \ I c c 1 I I��I p to 4'M lower end of 0 30'7ypeF gob. 1 \I 1 I a i l o M4. The lower 5'length of a 25'Type a;p pod.$llalleaaMt el o H 4 N ;l_ !1 I 5=90gogs tapered secflan(6-�1B to T- r16 GtQlOull we/dedfothelowsreadofo20 roolrooAr. z 1 47//6 OD. 5. For standards to be Msfalled on structures,see Orwit ES-7. w 03~2 I Q a STEEL MAST ARMS o 03 g I g Fj o I o Z f. Lumllwkv most arms shallbesocwDod that 10*40 rest arm a I " Z• is fastened topo/e the ANsInalre enashoNnot below 140 of pale or mors than I4"06ove. S c ¢ I Length 1 O O` 1 2 The lost3"of the most arm shall be slralot and sh011be B�'�� ANS a o I}�� g :G G a horizontal withlumh+olre or traffic$1900/alloch0d A S H 1`a i ' F O 3 Connecflon between most arm and pole sball bem0air by ��- 65i O.D. 5//4"O.D. 1.En mwnroforainl/gAJsocket ofo deslgnpernitl/nps/mole Contract No. E a b o I 6 I 'p removal ofthtmostarm andprovidingachased oul/etfor Cate �omp1eted ° ti a bq a/eclrtco/conductors D O MIo 2"Standard pipe ent No. elI( :^ e 45 ANCHOR BOLTSDOCm o 4: - Io o 1. Each stondord-shall be supplied with 4 ancharbansl � O Ti No ° o I e I '° 2 Each anchor bolt she//be prov/0sd with 6'of!/rend old o I I ~ c' o' Ono=90'bend and shat/be ldrnlsh d with jwo nuls`ond- s, E NOTE: � I I two washers.Woshera sha//btJ�X24/2 min. I Top two inches of foundation to be w � , Nandhole for lowering I Q poured level with sidewalk finish except on I 3 rzovads may be cut a,,or plated after threads arleed-Bolts fornirmC oil be gatianized device. I structures(See standard electrical details- I Sidewalk M Sidewalk bridge,Dwo.ES-7. finish 4. One aneherbo/t ahollbe I bondedfocanduil. 3"x5"handho/e MAST ARM finish STATE OF CALIFORNIA Nondhole for lowering r DEPARTMENT OF PUBLIC WORKS , _ .r:. 3/4C,2Na12. 4'-6'-B' :e: ' ' '' ` e :..:� ';•!d'll• DIVISION OF HIGHWAYS device and height o hondh0/es as regularly I ' .;Flo^- STANDARD DETAILS N0.6/2'x6"x6'ga/�.Ir4"ca$, .". NjI . .furnished by mfgr. iron box with askeled A ELEVATION screwed-on cover M F ° ••I FIn+t�. O CALIFORNIA TYPE STANDARDS ;.,.;. plastic drainexfendedbelowsurface. J— h TYPE IE a I: A :•. 20ft., 25ft,30ft,35ft.,Pole Heights TYPE SIS€ TYPE aM-a ORTYPE za%-a : 4.,� 0:, (TYPEHSHOWN) " ' 64 8V13C22 (P.O.C.Electro/ier) (TYPEH SHOWN) SCALE 3/8"[1'-O" L' �-'N' REV. AT II SCALE AS NOTED SCAlE-3/8"f I'-0' SCALE 34'8"= I'-0" ' l ap6-� DRAWING E- rRCJCCT LNOIN[[R Y. ON—.LNOiNL\T OATL •ROYAL R[COMM[NDLO SY OATL ES-6-4 +' I HEREBY CERTIFY THAT THIS ISAmFRUE AND ACCURATE COPY OF THE ABOVE DOCUMENT TAKEN !UNDER MY DIRECTION AND CONTRO ON TAI DATE IN SACRANEfTO, CALIFORNIA PURSUANT TO AUTHORIZATION BY THE DIRECTO OF UB C W C. :DATE ZZ.12Z? ITLE SCALE I"=50' MICROFILM-STATE OF CALIFORNIA-OEPARTMENT OF PUBLIC WORKS-MICROFILM SCALE I'=50` SCALE '1'•a 20 MICROFILM-STATE OF-CALIFORNIA-DEPARTMENT OF PUBLIC WORKS-MICROFILM SCALE I"=26 0 loo 200 300 400 500 600• loo 0 50` r 100 50 - 200 50 3i 10 60 60 SO SO 50 SO _ IO 20 30 90 60 70 SO SO .p 20 30 40 ,60 TO RO .a0 t0 '30 40 60 TO 80 90 SCALE 1'•IO• or /•=IOD MICROFILM-STATE OF CAIJFORNUI-CEPARTMENT OF PURI.IC WORKS-MICROFILM SCALE ('=10 or I"=100 - SCALE I 46 MICROFILM-STATE OF CALIFORNIA-DEPARTMENT OF PUOLk WORKS-MICROFILM CALL I 40• O 50 100 150 0 ( ..100 200 300 400 500 5 600 0 20 so ao so �o eo 00 0 20 3o ao F 20 W .go BO 20 410 60 Bo 20 40 60 EO 20 4o OO 80 20 40 60 60 20 40 CO 1. I I h I I i I I 1 1 I I 1 I I s arE « cAUF. -►{311�"- 3�'x 211 z'L ------- mostarm •/// P •w1 /3 /6 1 2 "z "strap welded to / Curved t0 clamp and vertical f"Plate tit mostarm (2 required) 6 - Sign panel Sign frame ' e e�.<. clone/7./9 Mi e"x3"arm clamp s"x20'-0 i 1 1 secured by 2- "x 1 SECTION A-A I/2"Nipple-drill and tap mast arm r>.«e"waPKxiO,».1 i 3"bolts 1 ' i I "hos" i Liquid-4ighTconnector req'd• - . 4 ;' . Liquid-tight flexible conduit.Secure to fixture 5"std ---- TYe N.F. I bractcet using copper banding strap Is PIPs°rnd " Cadmiuln-Plated brass machine screws and connect to fixture �] '� f, reamed smooth _T_ , Fixture bracks with liquid-tight connector. 5/!6 Typ. i�" i C. Bronze r'^ 1 ---) To lighting fixture 17" 31" 17" SIGN MOUNT/NG BRACKET �. 4-11 r. ;� Nim ---_ Mtq.bracket spacing MASTARM CONNECT/ON TO STANDARD A A yl FLEXIBLE CONDUIT CONNFrT10N BETWEEN _____ ________--_ 64"T-6 tamp J MAST ARM ANO LIGHTING FIXT R 1_ 65-1 I I Mastarsi Photoelectric control when required T, 1e ' Note:All holes LIGHTING FIXTURE BRACKET ARRANGEMENT (See detail this sheet) -. 9 , 1" subdrilled and (Center f/xlure under Sign) r----�{Photo electnc control 13 i, upset prior Nkp�l 9 SECTION B B Sigr7/igh/iny l Acle-For details see "ES-9-8" 2=s" s'-6" 2=0" �-_ F•_,--, BRACKET FOR BEACON MOUNT/NG L ` -- Detail this i � Ori//!or%•20 rrw�h.sere Fv R n5/16:1 y sheet 1 P f� `_ /6Goge 9pA'sh+S/ ed) 31/2"Pie 1/4 with riuf 17V&1&a(-KVs/Arr y- --' - --- — � xa c-•a _ ® - 11 1 � \\\ Slee//rghfSh%s/d.' f/. //i. 5'std•DIPe Siqn postI Flashing beacon wthyellow lens SECTION "B B" �OAvawaby :atondord visor. — •Dady+lote Fixture 3brnlrfJoiizar/o/ bracket 5`BookplateInstall flashing beacon and PHOTOE/_ECTRIC CONTROL MOUNTING y'` 2 's` /%e"X/hr't%t"akro/atAg/e �r ✓ sr/A/dadrr//orAo'/oo sign frame per details thisOri//!er%s'mach.screws screws. sheet. State fur nished sign panel to be installed by Cofurastor. DETAILS OF LIGHTING FIXTURE BRACKETS AND LIGHT SHIELD Ballast box (See Detail 3/4"Nipple 1"Chase nipple Beacon control PLAN .i ' i Foam box when required 4Louwith 100ned • d—• '7ga.x6.6"x 9.4"x 20'-0" inside with IOx10 • � bnxlze screen. _+ Bottosttmount with 1. I< I 20 • NOTE:Boxes shall be mounted a bottom in full contact 1 1egi _ T on side of pole that is ., with box. a 1 ` ..v opposite to the direction ' moo — v BASE FOR FUSE HOLDER of vehicular travel adjacent a 1 I E AND TERMINAL 90AR0 N T to Pole. » • _ 1 I I� Fuse and terminal board o arldlabase-see I I i �—3"i� 3/4"Knockout • • • ' Ballast Fasten to sign post ' 1 MOUNTING HOLE SPACING ARRANGEMENT LOCATION OF BOXES ON POLE with two 5/ts cap ��__ � - — I"wtN holes HoNs shall be 3f8`diomNns Frome`sholl be screw. r ------� , screened inside r gglvonized offer holes an drilled. ;------L SEC S with 10140 brim* -0 LOCATION OF VENT HOLESscraen. - Distance from Curb or IclNx Olt - NOTES BALLAST BOX DETAILS . v O E.S.as shown.on p an � � 1 O—z _ _ lil'x54,x4(4regV.) 7 O' 3i15'Hand hole,Reinforced with" e Base Plate Details J�� /. Tht arm sho//be f/J/et-weldedInside and oafs/de fo the arm !longe. E•~' "3gasinq 11/z'widewetdul tooutside of ; I ___ 2. The arm flange shell be secured fo Jhe pa/e flange with 4-%x3-//2"N.SL) cavy atl•nuts for plumbing. coU O 0) pale,4k7c6Yi'"IOgacoverplate " Grout after pole is set and plump. bo/Js wNh Jockwasher and nrF>aoch. 00 located in Game quadrant as r n line = I 3. The pole flange shall be secured to Me pole with 2-3/8"pl gussets as shown6- E . �j- 1 '. O mostarm. I a - I 4. Cootme r sho//submit defelled sAop p/ares for structural r"Iew: 6:4 8 y 1 9 C�0 .44112 i, itip 4Z,total8•- I __ :. O O A = A E 5/16 5. Comp/ehfd frame,sfondord and mostarm shall bt gel,...&td alter fabrication. STATE OF CALIFORNIA total 8 _ i " �1"C oTj ("R• 6. A// bolts,nulS,aerews,woshers,etc.sho//be go/ronlred or cadet/um plated. DEPARTMENT OF PUBLIC WORKS 12" 2--ext'-0"Pedestal I hole,(4regd) 7. Lamp bo//asf Sha//provide 200 m.o. operoJin Curren)and sho// be secured DIVIVOR °F HIGHWAYS Bonding strap.Attach l ," 9 , Excavate to neat line=and ea j1 with approved pressure = by 8 32 brass much/of screws to studs welded of boozed to box. SECTIONA-A place concrete against 9rounding clamps. -� - 8.A//wired joints between ballast and f/xfure sockets shall be waterproofed. CANTILEVER ADVANCE undisturbed material.Soil = I•4ED12" 9 Ballast fusesshalf be o 1-114'x//4"/-amp skin-blow lass tube fuse. FLASHING BEACON Notes Anchor bolts and capacity'not to be,tess than_ , , g conduit not shown. 1-ton per sq.ft. backfill 4-6"x4-6"Footing I ' " 10 Fuse holder Shall have a baxe/i/e base and $Crew termina/s. INSTALLATION shall t>e completed before pole is e`reefed. , -ft copper eld i—L'� Q 10 ground rod, "die. BASE PLATE DETAIL Rev.Date s 1662 NEW Not To Score DRAWING N0. E- _"_. ES-9 -a `.� I HEREBY CERTIFY THAT THIS IS RUE AND ACCURATE COPY OF THE ABOVE DOCUMENT TAKEN UNDER MY DIRECTION AND CONTRO OH TFIIS DATE IN SACRAMENTO, CALIFORNIA PURSUANT TO AUTHORIZATION BY THE DIRECTO O/F/FUB IC W DATE-_Z/i.d I .7 SIGNATURF SCALE r'=50' MICROFILM-STATE OF CALIFORNIA DEPARTMENT OF PUBLIC NORKS-MICROFILM SCALE I-50 , , _ O -1- 10 A X00 w 200 70 300 Z00 50 80 500 ,� 600' 700 0 SCALE '1`26 � I�MICROFILM•STATE OF-CAUFORNIrAA-DEPARTMENT OF PUBLIC WORKS-M CROF,LM Da SCALE I'-20 200 3� SO 30' 40 60 ]O 80 7 '10 20 30 00 ,60 ]0 00 .90 IO 70 '30 40 SO 70 BO 90 • SCALE I•F 40 MICP.OFIW1-STATE OF CALIFORNIASCALE r•<10 nr I"<100 MICROFILM-STATr OF CALIFORNIA-DEPARTMENT OF PUBLIC WORKB•MICRUFILM SCALE I=10 4r r=100 -DEPA.4TNENT OF PUBLIC WORkS-MICROFlLM SCALE r'°40 i0 10 20 30 40 50 r0 70 90 90 �� IO 20 '30 40 150 0 .,� 200 300 ' 20 40 60 SO 20 n0 60 SO 20 40 ISO 80 20 40 60 80 400 20 4o 60 80 500 20 40 80 80 ,ro STATE v<ii NeFT Filiin CALIF aiT oaAm •artr AreTls. T ! APPR .-_U out TO ACCOMPANY PLANS DATEO.F SOCKET HOLDER Retained by wing nut. Reflectors shall be removable after removing wing nuts.Slot holes if required. FRAME ex— �•. tea. ��•��\ REFLEC70RS ��� 12 gouge stainless steel loop and pin a ACCESS ®DOR II 16 gouge DETAIL V �a�� Bottom View of Latch 3/8"x 1/2* polyurethene Full Scale gasket.Cement to shell. 1-1/2"x 1-1/2"butt Soldered,Soldered,wedd, 4b, e' V00" 40 ooh hinge welded or or brazed for p+t\0 tj° 0 ed rc brazed to door. rointlghtness. oe\ott`c°° ° NO aro�1°\os\°0 Socket attached "ytooa°t° Fo°oto btot�era\\ � e a\°b°�, FIXTURE NOTES to holder b (2) $ e\dea tot° a e`l Frame,shell,door and socket holders shall be made of 20 ac3ev:s oc Ane a etQoe�t\°oQ i( t oOt"� y`I\6 O• gouge stainless steel,brass or 16 gouge aluminum. Reflectors shall be.020 minimum thickness aluminum with Soldered welded Q) \i9 t�q0°a specular f/nish. or brazed for '-va• I.1i2_ ee ebb ralntlghiness _ VAreway WMg AOI 1' i - ..Ie.are' �� ! Four !/4-20 x 1/2"mach.screw Lamp socket contact spring shell be copper beryl//um or 25 3/8"x 1/2" lock washer. nuts and ol gouge minimum brass. poiyurethene with with n ed,wel el or brazed to shell. O►rro// /eng1A of fixture for 64"pomp she//not be over 65' gasket Cemen Aiach/ne screws shall be 6-32 with nuts and/ockwashers,except to shell. as nosed. 3/"Centers Except as Indleated,o/I meta/parts shall be made of one of Stainless steel latch •'rs �8 1 the f0//0w/rrg corrosion resistant meta/s.'A/SI Type 316 Or302 welded to shell and sto/n/ess steel,brass,alum/num,phosphor bronze,copper beryl//um door below each A i or other approved corrosion resistant meta/. hinge.(See MOW) Where steeps Indicated,parts shall be hot-dipped galvanized. / /8"Dion.knockout !n //2"Liquid tight Secure flexible ecndull to neatest bracket us/ng copper bonding /2 gouge a sto/n/ess steel each end of unit for wiring strap and brass machine screws g g condo/e meta/ in nipple between units. Access door shall make continuous contact with upper and stiffener oig/e we/deed to she condo/t. lower gaskets. 0-3//6"Olem.drainholes solf3J6-32 Abad.screws //2"Threadless C00dWJ conneefo brazed or ed Jo she/ welded or brazed to fixture.One In center unit of each fixture SECTION TH RU FIXTURE Q �T y i�("`1 A assembly. 64 8 it 1 3-022 - Full Seale STATE OF CALIFORNIA AS BUILT PLANS I DEPARTMENT OF PUBLIC WORKS DIVISION OF NIGH WAYS Contract No• FLASHING BEACON Date Completed Document No• FLUORESCENT SIGN LIGHTING FIXTURE Not To Scale DRAWING N0.E— Rev.Date ES-9-B I HEREBY CERTIFY THAT THIS IS A RUE AND ACCURATE COPY OF THE ABOVE DOCUMENT TAKEN '.UNDER MY DIRECTION AND CONTRO RE(:TO ON THI CDATE IN SACRAMENTO, CALIFORNIA PURSUANT TO .AUTHORIZATION BY THE DIOF PL'B WQ DATE 2//id�SIGNATU e -TITLE l/•Z /eiJ1 i' O, ...."OU 1 20' S0' MICROFILM-STATE OF CALIFORNIA-DEPARTMENT OF PUBLIC WORKS-MICROFILM SCALE $O' SCALE I..e MICROFILM-STATE OF.CALIFORNIA-DEPARTMENT OF PUBLIC WORKS-MICROFILM " 20 - 0 goo 200 Do 400 500 600 700 0 80 100 50 200 SCALE I 300 SO I I1 1 I I I I. I- SO 50 '° IO 2O 30 40 60 70 80 80 l0 2i 30 0i ,80 70 BO .90 IO ZO '30 40 60 70 80 90 SCALE 1"-10' V I"-IOU MICROFILM-STATE OF CALIFORNIA-DEPARTMENT OF PUBLIC WORKS-MICROFILM SCALE '...'U 0, / SCALE I"= 46 � MICROFILM-STATE OF CALIFORNIA-DEPARTMENT OF PUBLIC WORKS-MICROFILM SCALE 1'=40. ` 0 IO zo s0 40 50 Go 7o so so 100 l0 20 '30 40 150 0 ..loo zoo 300 40o sae 600 ,, 20 ao .� eo zo ao Do ao xo ao ao w zo ae eo eo zo ao so eo zo ao CO eo _— •w�:• ATE ._•..•...•.u..• ...c•. w•. .eu. '-- CALJF. 05R *^4 Oa7 pNMinal�'n/em�i /��9nC3 W21R ,-C2R COIIN ROUTE SECT;ON I I*1 DETOUR , I ,r r o 11 5 DO ROAD 000 APPROVAL RECOMMENDED 4"x 6'x 5'-O" lv I O O O tl�O��D 2'x8"x10=0" 000 fV' r�/� ICI ICI I,1 `-res11L ���s� —.j` 0 1 l I I 1 ! 66,i -- `�" G' 2'k 6"Filler Block IRE"q'"w`uc""'°N°'7603 2'x6"x3'-6" ♦ G8R - 2V�'-ro I I I 11 1 I I I App— ✓u/ 06/9L2 ♦ II ill I I 111 III I .,.� Traffic 6„ 1 9=0" I 9'-0'=—%i \� 45e Gw Ena MYOmr.uewwNo.sns3 5 _ END VIEW FRONT VIEW \ s'' B'' s'• CLASS I PUBLIC ROAD INTERSECTION \ s� NOTE Signs to be furnished by State. TIMBER BARRICADES I NOTE' Direction Variable ;Traffic VMinimum spacing 5', All timber to be S4S. 10'SECTIONS R-120, —� Use%2 Carriage bolts with cut washers and nuts. R=120' Spacing to be bar length between V and 20'spocmg. R=32' 37, �' Maximum spacing 20' ttt When length is 15'or more o 5'bar shall be used at each end 'Cl 0' ' R=120' ------E[[ 2"x IO"x8'-o" in 12' v TRANSITION 2TO4 LANE 411x41,x3'-6 = T I I !91 -- - f— 100' _ Edge of Pavement 5tsnaare Double Stripe by Orhers " paveEd aofme2x4"Filler Block nt 2"x6"x3'-0" v 53*w 0roYa s - � w Of Variable PRIVATE ROAD INTERSECTION END VIEW FRONT VIEW DIAGONAL RAISED BARS CLASS II TIMBER BARRICADE -' 8'SECTION I' houlder , f 0.33' T-TRAFFIC BARS l� Surfacing 0.12'min. 0.17 DIKE a MIX--.Alli I 0.0° GLOP" � zT� CROSS-SECTION SIDE VIEW CROSS-SECTION SIDE VIEW 0.25' 0.4' 0.25' TYPE A TYPE 8 I (I Variable Cut Slope �Filland compoctwifh excavated j material to top of dike ----� RAISED TRAFFIC BARS O.i2'min. Shoulder Edge 3' 0.5'DIKE -TYPE A 0.25' 0.42' Variable Cut Slope .,-.....,:.�.-ate -'�" Min. ����� Fill and compact with excavated BUILT A.5 � material to tap of dike Compact A.C.against excavated face NO 0.12'Min. L 64f—%2:1 or steeper Contract Shoulder Edge Min. STATE OF CALIFORNIA Date COm)feted---��- DEPARTMENT OF PUBLIC WORKS - Document Na 0.5'DIKE -TYPE B DIVISION OF HIGHWAYS TIMBER BARRICADES RAISED 64 8 V13 C2.2- TRAFFIC BARS' AND DIKES A73-2 I HEREBY CERTIFY THAT THIS IS RUE AND ACCURATE COPY OF THE ABOVE DOCUMENT TAKEN •UNDER MY DIRECTION AND CONTRO O,THI`DATE IN SACRAMENTO, CALIFORNIA PURSUANT TO 'AUTHORIZATION BY THE DIRECTO. OF PUB C U Gam' DATE Z//.71/?.� SIGNATU ITLE__� /Ti)i!r 0 , SCALE 1•=50' MICROFILM-STATE OF CALIFORNIA-OEPARTM00E OF PUBLIC WORKS-MICROFILM $GALE .I=50' SCALE '1"-20 MICROFILN-STATF.OF.CALIFORNIA-DEPARTMENT Or PUBLIC WORKS-MICROFILM f y S0 100 200 300 400 500. 600•50 SO 700 0 100 _ SCALE 1••-20' 50 i50 300 G 20 30 40 GO 70 . 80 0 "q 20 30 40 ,80 70 80 10 20' '30 40 80 70 80 90 :. I,., .I,. .. I 6.,: .� I zoo MICROFILM Of CALIFORNIAOEPARTMEHT OF PUBLIC WORKS MICROFILM - ""' SCALE I'=10 W 1'e IOD• MICROFILM-STATE OF CALIFORNIA-DEPARTMENT OF PUSLr WORKS 0 SCALE 1=10 or 1=100' SCALE. I"= 40' SCALE i'=40' I 10 20 30 40 50 20 X30 q0 150 0 Eo 70 e0 so 100 0 600 • io 4060 80 ''100 zo 40 60 Bo 200 zo 40 60 80 300 20 4o fi0- 80 40O 20 40 60 80 S00 za a0 60 8p