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HomeMy WebLinkAbout131704-T POST MILE lEMG7H TYPICAL TRAVELED APPRO%II•IATE APPRU% ASPH COL 0.GG.4 PAV OC•,0.SPd EPUL 108Og� SBORiv !ar• l .«. `%aro ~I Y5' CO -7 e. WAY SHOULDER WIDTH t•7EDIgN (T) LEVEhINO TYPE B AC ASPM PT BDR 111��1 111 I N Y 0 CV LuELIMITS ;LES SECTiC u.v '6[A+•. ,,. r• 't'•a.•......- ROUTE 1.11 LE TO MILE +!10TH LT Ri 411DTH liikD) iTuo) _ �- �IT41 1 Sed-18 Jct Ate 189to 20.6 - 24.7 :.i 4 24'-48' 0'-10' 0'-10' 490 3110 `155 ` 26 +' ••.��.•• Jct Rte 173 ,_9, % 1200 7570 379 67 m� est e.a:Ee e. Ee:.�"•...'• 2 SBd-38 Ate 10 to till Creek Er U.0 - 4.2 2 °r (Including VIS Conn) 4.2 - 5.6 1.4 A 24' 2' 2' I °.,.",,r June 30. 1969 \ r •t . „P ro, 5.6 - 9.S 4.0 A 24' 0' 0' \I ,ZT S, •�' '(� ,� 3 -SBd-66 2a0' W of Euclid Avc to 2.S - 2.8 0.2 B 24' 10' 14' 3'-15' % 1040 6590 329 60 r`\ /�/iC.i' .r�� l_--_---�__-�,. i�,p `s` Haven Ave (Portions) 2.8 - 3.1 not apart of Project \'`xl���� A" 3.1 - 3.4 D.3 B ( 24' S•_B, 7'-7.•' 15' X pEFJTYST CI ""'TAY.Q.. N..583 11to�aeenla'n - R•pial•.H am Eepip•Ir No.Se 34 *a 3.4 - 3.7 0.) A 48' 7 ' 7.5' X .rf.�a� • �� 3.7 - 4.2 Not a pc:t of Protect ' 395 Ba/Rr 4.2 4.6 0.4 B 24, 0,_15, 0'-38• O'-75' % I �9 ,y` �Qs LOCATION 5 ro" r 4,6 - 4.8 Not a pa+t of Pr lett ` 0.3 3 4 \� •e ro 5.1 - 5.3 Not a part of Pr Ject `� S A N '' B E R N A R D I N • 0 5.3 - ss o.2 A 4B' B B° 0 >A 5.5 - 5.7 0.2 B 24' 8'-2' 8'-2' 2'-74' % t1pTES: 5.7 - 6.0 0.3 A 48' 8' S. X All Bridges shall be resurfaced with a ma room �_ ; , 6.0 - 7.2 1,2 B 24' 8'-2' 8'-7' 2'-22' X ,f 0.08': excel: no resurfac'no on the follo:r r f0 NE_OLES 7 a' 7'-8' 7'-8' % 1750 11,100 555 '43 ,,,;tile?. Riv-3i Bn tloe Ido. 56-234 at - l 4 *SBd-83 Ate 71 to 300' S of rL Rte 6 0.0 - 1.7 i. A 2 In BAR$50 cYerrso m f �� y <P ac:000 �� h> 1.) - 2.0 0.3 B 12'-24' )'-12' 3'-12' 4'-29' X S.nta A.�a R,ver, Riv-60 Bridge No. So-e5 L ai ..r o° ro DogpeN Net6er.y z •' ,o e'' OO® ,.0 Etw r Tspt1 CPer t i ons) v ® * p 2.0 - 6.3 4.3 A 24' 4' 4' San Timoteo Creek. Br'dnr No. 56-66L at Beau- 122 IS `� 0 0 0o 1. ro, ' ® O 6.3 - 7.4 Not a part of Project mon t ON, Bridge Flo. 56-452 L Rte 60/10 Sep and � _ r * SBd 66 Bridge No 54-02 Cucamonga Wash. 'o I 2.- 10' 10' 4' p �t:�taa-cn'Sta I L7;u-��Revt;e" 7.4- 8.8 1.4 C X , Akbnto -�- - I ... 8.8 - 11,2 Not a Dart of Project -VF�1:OpftVILLE,, W _ 1 '�' - � 71.2 - 12.i 1.3 C 24' 8'-10' 8'-i0• °'-15' X • Gw toll:­ccs nPtc J led •oire 2550 16,200 810 736 0'-.'ns ions are suorcx` to `ol lucerne Ynlley 9 5 aw to Nevada Stale Line 'S7-0 - 80.5 2T.1 A 2a' 0'-b' 0'-L• 562 358 179 }O th. Standard Spec„ ca ons. r�,aw«w H _p 6 >ti`eV ale rsead � a oK¢t;z A 2a, 0,_), 0,_5, X 0 ' �-_------- v_-__----' - For Contract 'te"Ic and quanta lee, sec State - Highway Ennineers Estimate in Ene Special Cpeu IS '- ca. •;! i_-, c •oY�� 7 to Rte 173 m0.0 - 5,6 5.6 A 24' 01-8' 0'-8' 669 4250 272 _ 36 provisions. CT arm ''e,e Btu Late i c`207 6 W of Rte 91 4.3 - 10.4 6.1 A 24' 7' 7' X 920 5830 292 S 7 •. �� a,r son ®. " y,pl oe 60 (T) Shoulder thickness vanes i-om 0.08' rOR TRIS,AREA SEE MAP BE LOW d •--^- "»^tM2M PaRRt q 60 Moreno to Rlc 10 22.4 - 26.4 4.0 B 24' 4' 4' 4 7170 3, 00 695 11- .02' USAN BERNARDIMO ya _ v r st manholes de .. VNMy�•_„'_- - -. r ,.M•. 26.4 30.5 4.1 D 24' 8. 2. ? o gra J u n'3 e t MaxW I _ _ - �- 7 4.7 E 24' 2' 8' X 9 9 _ �� 1 to R' N _ 'Ad' hot __ --1••---�"'�r - b.4 - 30.5 ��gg-� --�_-_- Location (SBd'#S1SJ xC Ea -� R I ,� E01- •.EE m'••S -we+• 10 Riv-79 6.4 Mi S Rte 10 to Rte 10 34.1 - 40.5 6.4 A 24' 3' 3' % 875 5180 260 47 �S CCJ�a.R 1 R I D E Localio'. 4 (SBd-83) >7:4•Ea ` I Length of Project 80.3 Miles IScale'6 Milts 7 s 0 to --_ Lam0.08' Type B Asphalt Concrete 0.08' Type B Aepha it Concrete •� ro•' ®---- Shoulder Width a5 tabu laled--------_ Shoulder Width as tal•ulaled--- L 0 SrI ��- -� I /' t -Traveled Way Width as tabulated-•--+-• � raveled Aay Width as tabulated '"` I LOCATION 7 °i• ,P I ,• Existing Surfacing __ __ - Ew3. -.______________ --------------- ____________; Existing Surfac•.nn� le rP nsle.2 r ' LOCATI ON 6\ I TYPICAL SECTION E A N G E L E S � Ise .,. « TYPICAL SECTION D INDEX OF SHEETS I Sheet No. I Location Map Typical 1 rr 30 T •,u ____ n u Sections, Summary I 2 Pavement Markers �© crlsmM I "'rn„", t.a...,,.. - i 3-5 Signals I LOCATION 3 Devore 1 B'a kt'ti v O 1 0.08' Type B Asphalt Concrctc I 0.08' Typc 8 Asphalt Concrete S A mo p. E A R D I N o Median Width Shoulder Width as tab 2 6 ��-Shoulder Width as tabulated as t-bulatcd ho d tabulated- Should etl O o/Y16 ' 0 I•, ® I Traveled tday Width as tabulated-� Var �- Var f•.-Traveled Way Width as tabulated-�{�- byr •. ® .2 O e rjA 1 C.•,W A p1M s m« rur<•veyO �E t o UPL o B NAROIN0 'O I Existing Curbed Island EY , .r .yc, •.o.< ,pO-FON A p IPS -; I- -9.G. LOCATION 1 F / V "nn C ."0 c..•. ° .. �p�P E,islinn Surfac,no� NONTtl AI ° T R ,ryr0 Mooing. / • •i _ ® )A OLTON' LOCATION 2 vales -_ TYPICAL SECTION C REDL 7.4 NDS �< c to ^.•--'$'._ .�.�'.. ® DESERT ItQ'T" j L'c.,�0.x.7"Cc/•/a/cJ f�,..' /6>57/> G.3 BPRI(1GS , \ Q0.. 0.08' Type B Asphalt Concrete 71 ' htVER511$ ,p i�X Sa••v'••� EANN,IMG What Wal Shoulder Width as tabulated-_ Q. _ 000000e6 Q T, fel•j Q -Shoulder vlltlth as tabulated 1•fed tan olioth • 1 m q ' - tabula(ed have:ed ,lay Width as tabulated�\-F LOCATION 4 p LOCATION B wresara 'n° - C'At7AZGN'.. F- , ' nt_ f E Traveled t•Iay Vtidih as tabulated - aa.w�.. ` ' °9 LOCATiON19 LOCATION'10 � \\ _ PALM SPRINGS I Exist inQ Surfac.nn R I `dr+ E 64.1 S I D E'--,,L r ® TlpnanoFN6s IPERRIS /w ShINJr C ,NTO •_ ,�• TYPICAL SECTION B STATE OF CALIFORNIA % pp ,P`ti. NEM 'at"y al ;i DEPARTMENT OF PUBLIC WORKS Al 'It 'o,u„ BUSINESS AND TRANSPORTATION AGENCY O R A N G E _ CIT. R°�oland Mam's'nC"Itr spm Wrd WMhe'l. .o lu�•w. 1;11 D.Os' Tvpe 6 ?sphalt Concrete- DIVISION OF HIGHWAYS E it--E \I le w E -�--Shoulder vlidtas tabulated- PROJECT PLANS FOR CONSTRUCTION ON 1) I /�7-� Traveled Way s:,dth as tabulated--}- STATE HIGHWAY TI p IN SAN BERNARDINO C 0. �b„•.� O° Murr,ete Ifq/ ro 7t ra L ___ 'Existing Surfacing 1 t °neo TYPICAL SECTION A AND RIVERSIDE COUNTIES ,,. J ,E�I;". AT VARIOUS LOCATIONS U Te'I'ac.14 ,4 71 -�/'O uAS BUILT PLANS To be supplemented b Standard Plates dated February, !D6S \`` 39S ,a71 op-131&Y TYPICAL CROSS SECTIONS PP Y _ Scale in Mile- L _ x °g°rings _ _ _J Contract No. Tr-..-: r,E.x.,„•r 7 �.» a0D I,U....wa, No stale Contract No. 08-131704 °'l• "' 79 C 0. Date Completed 41-/6-70 S A N D I E G O �O�yLL 06204 - 131701 JRojM Eptnea IbUY yDa�d9/e�Eep��•�ee�r On,. .JAppporal Ruomm.Med Ex '�'• Document No -- (Z eVISG'D Lqy& 6,:x•69 ,_ F'�'J o *rd E.K•.S•pJ K64 sV 1 ...... ... ... .. 7Y FORM HD-76-PF RL47!R",I CSTALIF. FEDERAL PROJECT HO. tj 9, 'Mid n" 3 V" DIt,App—a I9W' Foo--"L 5'-jC' CZ) 01,., AVE ROU—Ir 38 (Jr-WGE STREET (D? Yy "-'f AI f ROu-E 4 2 I It % -- i MI. I tn O "J I PRoj. Loc, 3 v 4-_ q) I IP,,.oi. Loc. Z -LRRj—L- 2 0 100' SCAL-v,: 1",50' ID YII .z 0 0Abandon pres%ure-,en5itive deLOCLOM, inc-ufll indue,ivP loop detectors. (3)Remove existing detector conductors,friltall inductive lool, cable to ce)ntfoller. .4 Exaci a'loop:,,a l--. d0!CrW;nCCi bj Ll-e E-9mear. X '77_. ADAMS RIC 2) ROUTE Sl Ll f4v - 3 EUCWL AVE. Plica Loc. 5 ROUTE 83 2, of SCALE I'--3d ROUTE (.6 (DN :77--.262) 1 rOOTHILL BLVD. A AS BUILT PLANS LT Contract No- 0-f-1317TV AS BU ' PROD. Loc. 4 Date Completed 4-16-20 C0Rjzgaj<-'NS THIS S14GEr Przoj. I-oc.3 -3,11 i SCALE:1'�50' Document No.Mgm-7-2-7-- ar SCA LE: 1-50' SIGNAL PLAN SCALE j%s Shown 08 Zoe.—131701 177FORM WX?7A-PC S Y M B O L S o8 BJ,Q�! Har u Vag A S I N S T A L L A T 1 0 N N 0 T E S PROPOSED EXISTING -- --- SIGNAL CONDUIT n -- -- LIGHTING CONDUIT i/_ G � a e: PULL 80% CONDO I T .WI1T n Dlsrein em r.as euc��w -o --- IMPACT DETECTOR II3� :Aas NON-DIRECTIONAL PRESSURE DETECTOR 1, UNLESS OTHERWIS< INDICATED; SERVICE AND DETECTOR RUNS SHALL BE 1" AND WD HD NUN-DIRECTIONAL MAGNETIC DETECTOR ALL OTHER CONDUIT SHALL BE NOT LESS THAN 1 1/1". eDnro..,.a rwnp 3D, /90'9 O :� DIRECTIONAL PRESSURE DETECTOR ® 2y CONTROLLER 2. CONDUIT SHALL BE INSTALLED 18" MTIN;MUM BELOW CURB GRADE IN SIDEWALK ARFAS `- AND 24" MINIMUM BELOW GRADE OR FINISHED SURFACE IN ALL OTHER ARIAS, TRAFFIC SIGNAL, EACH ARROW ONE-WAY THREE COLOR EXCEPT THAT CONDUIT INSTALLED WITHIN CURBED DIVIDING STRIPS CONSTRUCTED ON EXISTING PAVEMENT MAY BE LAID ON AND SECURED TO THE PAVEMENT. CONDUCTORS AND WIRING (Cont'd) '-{-o •cC}-L--� TRAFFIC SIGNAL ONE WAY THREE-COLOR WITH BACKPLATI - 3. CONDUIT RUNS PARALLEL TO CURBS SHALL BE PLACED ADJACENT TO BACK OF CURB. A TRAFFIC SIGNAL ONE WAY THREE-COLOR E-COLOt!WITH GREEN ARROW - 6. NEUTRAL CONDUCTORS MAY BE SPLICED IN 'DLL BOXES. q EXCEPT WHERE IN CONFLICT WITH EXISTING FACILITIES. (OM ?' TYPE t Si ANDARD.UNLESS OTHERWISE SPECIFIED) (RED AND YELLOW LOUVERED) 4, CONDUIT RUNS ADJACENT TO AND PARALLELING SHOULDERS IN UNCURBED AREAS SHALL �• 2'-�'� OF SLACK S14LL BE PROVIDED IN C4LH CONDUCTOR IN EACH PULL BOX. BE PLACED NOT MORE THAN 24" OUTSIDE THE EDGE GF SH000EP PAVEMENT 01; 8. A SEPARATE CONDUCTOR, OTHER THAN NEUTRAL, SHALL BE RUN FROM EACH PRESSURE co-0 to--- : WALK-DON'T WALK PEDESTRIAN SIGNAL INSIDE FACE OF DIKE UNLESS OTHERWISE INDICATED. DETECTOR OR PEDLSTR!A!J PUSH BUTTON T9 THE CONTROLLER CABINET. L i=cv� PEDESTRIAN SIGNAL. 2-COLOR HFAD 5. EXISTING UNDERGROUND CONDUIT TO BE INCORPORATED !NTO.NEW SYSTEMS SHALL BE 4. COLOR CODING FOR WIRI;G TO PEDESTRIAN SIGNALS SHALL BE AS SPECIFIED FOR CLE41NED WITH A MANDREL AND BLOWN OUT WITH C014PRESSED AIR. CORRESPONDING VEHICULAR GREEN AND RED INDICATIONS. ��--oo ---� MAST ARM TRAFFIC$1"'NIL WITH BACKPLAiE 6. CONDUIT TERMINATING 1H STANDARDS pyD:-PEDESipLS'SHALL EXTEND 2° MAXIMUM 10. ONE SIDE OF SECONDARY CIRCUIT Of SERIES-TC-MULTI PLF TRANSFORMERS SyAll BE r r " ELECTROLIER,MfiST ARM TYPE WITH MAST ARM 7AA1'FIC ABOVE flN l$HED 70P OF FOUNDATION AND SAALL SLOPE TOWARD THE HIINDHOLE. GROUNDED. ON STRUCTURES THE GROUNDING F.LECTRQDE SHALL BE THE CONDUIT 1•� : - �` SIGNAL WITH BAC KPLATE 7. SERVICE RISERS SHALL BE TERMINATED WITH p SERVICE H4AC OR SHALL BE SEALED SYST EFT. OFP STRUCTURES, IT SHALL BE A 1/2^X8' GROUND ROD INSTALLED 70 PRrVENT THE ENTRANCE OF WATER, AS APPROVED BY THE SERVING UTILITY. THROUGH 80710M OF PULL BOX. ^�---o ELFCTROLIER, MAST ARM TYPE 'OO (,�+ ELECTROLIER. UPRIGHT TYPE PPB Ppb PEDESTRIAN PUSH BUTTON PULL BOXES -PPB ppb PEDESTRIAN PUSH BUTTON OK POST •o- -I> POWER POLE 1. WHEN MORE THAN 3 CONDUITS ENTER, THE PULL BOX SHALL BE 4 95. -o- -c- TELEPHONE POLE 2 PULL BOXES IN THE VICINITY OF CURBS SHALL BC PLACED ADJACENT TO BACK OF CURD, SIGNAL EOUI PMENT Y b FIRE HYDRANT ' FLASHING BEACON, ONE-WAY EXCEPT WHEN SHOWN OTHERWISE ON THE-PLAN OR WHEN III CONFLICT WITH EXISTING 1. DETF17OR POSIII014 DIMENSIONS REFER TO :ONTACT U6.1. ,y- -•c TRAFFIC SIGNAL WITH ALL COLORS LIUVERED FACILITIES. 1. TOP Of DETECTOR FOUNDATION SHALL BE FLUSH 414D TRUE WITH PAVEMENT SURFACE, -- -- ------ OVERHEAD CONDUCTOR 3. TOP OR PULL BOXES SHALL BE FLUSH WITH TOP OF CURB OR SIDEWALK GRADE OR 0.10' I-PB PULL BOX MARKER ABOVE SURROUNOIN3 GROUND WHEN NO FINISHED GRADE IS ESTABLISHED. 3. DETECTOR CONTACT UNIT "URFACE SHALL BE LEVEL WITH RIM OF FRAME OR NO MORE _ Two V ULTRA-SONIC DETECTOR (SIDE FIRE TYPE) THAN 1/8" HIGHER, INDUCTIVE LOOP DETECTOR 4.. PULL BOXCS.SHOWN ADJACENT TO STANDARDSSHALL BF,.INSIALLCDNOT MORE THAN 5'-0" r ROM FOUNDATION ON THE SIDE OPPOSITE THAT 01; APPROACHING TRAFFIC UNLESS 4. THE MOU14TING BRACKET DIMENSION BCTWEEN THE AXIS THRU CENTER OF SIGNAL HEAD -..-o- MAGNETOMCTCR DETECI7R OTHERWISE SHOWN ON THE PLANS. AND CENTER Gr TERMINAL COMPARIMENI. OR SLIP-r ITTCR, '4041. NOT BE GREATER 5. BOTTOM OF PULL BOXCS SHALL BE GROUTED WITH 1" MINIMUM THICKNESS OF PCC THAN 11", CXCIPT WHERE SHOWN OTHERWISE ON THE PLANS. OR AS DIFELTFD 8Y WITH I- DRAIN ROLE, THE ENGINEER, Equipment location number Phase (1 or 2 Bands) 5. VEHICULAR AND PCDCSTRI4N SIGNAL MOUNTINCS SHALL BE ORIENTED AS DIRECTED BY (1 or 2 Bands) THE EINGINCER. Circuit (1 Band) End of conductor D 4 B 1 TYPICAL MARKI146S 0-1 Phase CONDUCTORS AND WIRING Detector location as shown on Plan 1. SIGNAL NEUTRAL SHALL BE A SEPARATE 910 AWG CONDUCTOR. STANDARDS AND POSTS Detector Circuit 2. CONDUCTORS BETWEEN BALLASTS OR TRANSFORMERS AND LUMINAIRES SHALL BE 910 AWG, 600 VOLT. TYPICAL BANDING OF CONDUCTOR ENDS 1. TYPE I STANDARDS SHALL BE 1-C. No Scale 3. CONDUCTORS SCIWCEN SERIES-IO-MULTIPLE TRANSFORMERS AND SIGN SWITCH SHALL BE 1. GUARD POSTS SHALL B€ INSTALLED A fdINIM'41 OF -0° CLEAR OF C"?9 rACC. 912 AWG, 600 VOLT. 3. PEDESTRIAN PU:H BUTTON POST INSTALLED WITHIN THE AREA Or CURB RETURN 4. NUMBER OF CONOUCTC2S INDICATED 114 SIGNAL SYSTEM CONDUIT INCLUDES 3 914 AWG SHALL BE AT 4 MINIMUM OF 3'-0" CLEAR OF CURB FACE. Fuse retaining spring loaded Midget .'crrvle type fuse. SPARES. contact, crimped to<conductor see Fuse Schedule below 5. UNDERGROUND CONDUCTORS TO SIGNALS SHALL BE RUN WITHOUT SPLi CE, EXCEPT THAT WHERE EXISTING SIGNALS ARE BEING MOD:CIED. SIGNAL CONDUCTORS MAY BE SPLICED WHORE SO INDICATED ON THE PLANS. FOUNDATIONS -do­ "T" Solrice - - T To Mercu.,.Vapor (Type "C") :.neo Ballad - 1. UNLESS OTHERWISE SHOWN ON THE PLANS. THE TOP OF FOUNDATIONS FOR STANDARDS � Synthetic rubber housing SHALL BE LEVEL WITH TOP OF CURB OR SURROUND!NG GRADE. U) 1. UNLESS 01:!ERAISE SHOWN ON THE PLANS, FUUNDAfIONS SHALL BE INSTALLED WITH Z L 21-0" MINIMUM CLEARANCE TO EDGE OF PAVED SHOULDER. FUSE SCHEDULE - t FUSE FUSE CURRENT RATING E Standard l'1� CIRCUIT .VOLTAGE 175-WATT 400 WATT 250-WATT VOLTAGE RATING HIGH-REACT REG OUTPUT REG OUTPUT REG OUTPUT tl�I( �e � '- _dam L �Y,rz�..��°. )20v 250v .10• 5` T0s -' 6• 2401 25Gv orfla 5r 3 5 3 '"'Ii�S J fJ- Qj z Transportation State of f Agin cy -- o Q , Departnen of Pub,; rks 480v .500 OOv - 3 5 5 L ., _ z �. Division of High:,mys With "A" Curb, d=2'-6" C "1 nd;cates delayed operation type fuse (13/32" O x 7 1/2" L) or as -3- C With "8" C. d=4' l ; m U O fy S P E C I A L 0 E T A I L S J dimensioned ��I'�• FUSED CONNECTOR With °C" Curb, d=5' 0 U " i NOTE: TRAFFIC SIGNAL ANO !^ ON This Plan Sheet supersedes Plan Sheet .AULTIFLE LIGHTING FOUNDATION INSTALLATION BEHIND CURB V) C } V No. ES-4-4 page No. 171 of the Standard H I G H W A Y L I G H T I N G No Scale Q U Q Q Plans dated February- 1968 INSTALLATIONS ProHtt T+nEwu Don D.,iv&W- Dh I - „(„��oranww.r BAIL s3P 8'/66 -- /,�, ODr�oy- 1317o! "FOPM W-3A-PF . .. _.___ _— _,_, _ __ ___ ao.aero ••su. s"u. • ' Sae Note T REV.6/15) ma* cov>.rr sourc ro:* ria ;• '' y Ste N0/e7 vt I OB SBd Pb dam 1/ai 'S 6 LANE 4 2 wires 6'-O" 6=0"6 ?wires g m 6'Min !V a'o" 74t -- s.� �, NI /C 2012 AWG to confro/lir r�a�ramx•y a�n=dw:d r/on�3p /2�_ LANE 3 4 wires 3=0- 4,a" 4 wires r Nott 1 APPROVAL RECOMMEND D 9-0 F/e r+0re Conduct ti NO3' P9 T-e" Note 6— _ '°� r A 4 whet Droet,eol 0 656 Median - -.p LANE 2 6 wires 3=0" 6=0" 6 wires u� 9=0" 7=8" ! No 3.1/2 pt;' 0 �'4-Nc) L.p foot 1009 a desuobN. t LOOP 3' TRAFFIC ENGIXEER LANE / 8 wires 6=0� 6=0" 8 wires U S MAX. E f �I REGISTERED CIVIL ENGINEER NO.96 8 /-6" Moa d.stonce betrttn Flexible conduit (Noll/O) c Ndte 7�3 • ret 2 wires Turn 'SII lexib/e conduit(Note/0) —{_ e - Lont L�J APPROVED December 4, 1967 c a looesshouldbe94tt No.3 �� pu//box r 2'min. No.3-��pull box i,I 4 w•es "� O dnd In H4 2 feet O—I-- MAX 11. 60' 24 ST EREF— ,CIVIL GI NEER NO.5645 6' Set Note/ TYPICAL THRU LANE INSTALLATION TYPICAL LEFT TURN LANE IASTALLATION TRAFFICCDETAIL"C DIAGONAL CORNER CUTS TYPICAL LOOP DETECTOR INSTALLATIONS _ e I• PIn ,pt.�---�� 'rT D/RECT/ON j— �2/pSrd go/v Bost-m&� site/pipe I Epoxy cop(3"min.) CA SECTION 0.03'moc - neoprene - 2'�in. s/s x/2" 1/t neoprene jacketed Ltod-in caves/or/DOPE • /Use?r/rp/ortoCA/OOP B"12" Sand . nit 1 thane Sensor Cob/es in ► .v copper wire T• t, ) �4ncno /- t - sow to put box 4/7 �. IVO.4?AWG- f_ fief 18jack ds e' Leads from tans or defector spacing in!ones Cur Holt 'e •--,.�•_, insuiotior Sens.'ng see Signa/plot. - i to Gr pipe• , t. ' Leads from lone 2 • !' ,'A Leads /ant 3 alem,ml TYPICAL MAGNETOMETERL e.•Mo/es SECT/ONA•A SECT10N0-8 Leads from lone 4 DETECTOR INSTALLATION NottCondu.ls than protrude �?R�_- S 2"max.obove finished BASE DETAIL Notts For Loco/ns/o/lahons Notes For Loop Info!/ofions surfoce of foundation. i I. Sow groove in pavement for lL Sow groove in pavement for Poops. Corners may be diogono/ as shown in Detail C-. PEDESTRIAN PUSH oops, Corners may Ot diagonal as shorn in detail "C" IoM dp 2 Overtop cuts of alt corners so slots ore full depth O! Corners, BUTTON POST 2. Over/op cuts of Off corners so slots ore lull depth at corners. ? n/2'ntin. 3. Push wire in with wood.Do not use screwdriver Or other metallic insfru.•nenl 3. Push wire in with wood Do not use screwdriver or other metallic instrument. 3 0.14'mji. 4. Pour clean dry while silica sord in slot to cover conductors.Fill slot with flexible epoxy rasi• M conforming 1i, specifications.Repeat pouring clean dry while silica sand to fill slot. t 4. Pour clean dry white sihc0 sand in slot to Corer conductors.Fill s/or with//erib/t epoxy resin con/orminp 4 '/4�R`rn Arrow to Ot left Or rrQAt � W '3• Provide o !nL'hmum of S'of s/oek in each conductor of pull box 1191 for Down as left of Znr• 1Te Jo specifications.Repeal pornn0 c/eon cry while silica sons ro lover scot 3 .?%min \ W 6. Flexible conduit l sire as required) to be placed in sowed channel s/ol or rigid conduit may bt p/oceounder curb or shautder to ul/ boxS Maximum slot depth shall be OT3' p Porcelain eno.»el,�dKeyed of this position 7 Lead-ir, conductors from eocA loop topu//box shall of twisted together o minimum of two S-x 7.3/4-sign block L��,:`,. 7 Moke cul all the way across pavement. letters what background ' H Juror per fool. letters WALK-DONT WALK FOR I OR 3 LIGHT 0 A o Type MS 3102A-18-IP plug @. /n pW/Dor,splice conductors from/000 to o cable of 2 No./2 AWG conductors to sensor SIGNAL SIGNAL S Go of 06 A-AC.(Neutral) unit/it ronfroner eo0lnef. SIGNS 9 Provide o minimum of 5'01$lock in each conductor of pull box, Fo o; oC B-Reloy common R Sections A-A tnI 0-ill rA0//Ot as shown/or!ro/lir. counting dejectort. 10 Flexible Conduit (sire Os required) 10 be placed in sowed chonne/ stat or r;q;d C-AC(Line) For mounting on conduit may be placed under curb or shoulder to pull box. 0E 8 D>Loop /O. Prrssure type ferminots 000110d/o Inductive 1000 defector lerminofr shelf Pt soldered. pedestrian push button // Lead-in conductors from each/oda to P✓//box shall bs scale/ad togefAsr o minimum of two!urns per/oaf F•Relay contact )� Tea/s pos"provide filler for ,,Use onM rhtz from point of/loving pavement to Inductive loop detector Identify loop circuit pairs /one. top of post specified b)• G-Relay contact EV, 7 (a)Tes!each /o op/0r con/irui/y. /T.. TESTS H-Chassis ground /23/69 (6).4 rrrtgyer•/ts/shw//6w rrredw 6w1»'rew/oopr./nru/e/lin rssisl,—r f�.//6e n./it,0/.stir - lro...ryeti�,,. 8 <� (a.)Ttr/each loop for continuity.. T-Spore Shope b•-k of rosin#to/it cur rotate of post indicolor lights.B green (b)A megger lest shof/Oe mode between loops. /Hsu/onion rtsfslonu arAol/Oe not/err than Lc megoAms. j-Spore TYPE 8 Install push button on TYPE A PLUG ".ONNECTOR FOR SENSOR UNIT crosswalk side of WITH INTEGRAL POWER SUPPLY DETECTOR I DETECTOR INSTALLATIONS DETcCTOR INSTALLATIONS _. TRAFFIC COUNTING TRAFFIC SIGNAL PEDESTRIAN PUSH BUTTON d SIGN 7t� Canndat unit6'contact unit unless omer.ist noted ?u//box Curb Wounding SP/ict OoxshingTop o/foundofion Rooting paper - Splice to 2 No.l2EpoxyInatlbef(ilrnwith Approi. ?cu. o cob/e for run Jo '' Note/B2 NOTEf/owfarc,an e 6 0,: o This plan sheet supersedes pion sheet gortmtnl surloce cOnlioNti .� o •,'o;.:' o' iI /O�drOinOgfshedrockl"inspection ho/t5. Not required FOundis It 5110//tx/end B- ELEVATION for removab/e type Pon. outside al frame on*I/sides. min/incAeondmt Note 4 Roodwoy ES-3B-9, page 1707 Of the Standard Plans Z *- /nsnolmtionNo/es NoJt3 dated Feb. !�CB. r 0 C= Conlocl Unit a M V O N ! /. Ot/tclor position dimensions refer to conlccf un;r. PLAN 1. Non-metallic buaA)ly shall be used at roadway end of conduit. LLJ C �O 1= ? COnNO/t under rtmoro0/t contact uncal mounting pOnSAo// Q) : k be finished flush with fop of Pon supporting angles. 2. Tope wire 3 inches each side of roadway bushing. b*, ' v, tE } V 3. Defector Contact unit surface no//be flush with rim o/ S 3 /Helot///exib/e compound on low side of roadway conduit before n0 COR4e2iroNs Teas SKEET installing wire. Q v on bearing si more man e,Pyrihigher, d,owe et met l P g p SPECIAL DETAILS ( be raised using oAt-piect,po/ronirt0, s11eef meta/shims 4 Round all Sherr edges where calve has to ass. I With dimensions int tont as f6t bottom surface of Me contact unity. 5. End o/roadway conduit she/1 he 2 inches below roadway. 4. Screw threads shit//of Cooled wish anti-stirs compeuhd. TRAFFIC SIGNAL AND HIGHWAY All Sararr she"be l;gntentd securely. TYPICAL DETAIL OF RIGID CONDUIT LIGHTING INSTALLATIONS PRESSURE SENSITIVE DETECTOR VEHICLE DETECTORS BETWEEN ROADWAY AND PULL BOX DETAILS N0. 36 SES-313-I 6/19/68-ADD.2=O"DIM. 7/23/68-REV.FSIG-PLUG CONN. 1