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HomeMy WebLinkAbout3956-160 00 a) U 3. U a °J to l v .J �M 2 �w vo Em I aha U N 75 � a � �II (D cn 4f7 c v E %to v a0) io o 1714 o� co U_ v UJ 00 LEFT E'„)GELINES DETAIL 24 (DIVIDED H :HIYAYS) mm -'�- •.. -lam Edge of traveled tray DETAIL 25 50 warn --Edge of Inc:3u `50 mm DETAIL 25A ..,. r50 mm Cr ® 7 32 l.32 m 50 mm ..-PTF Edge of traveled way DETAIL 26 Edge of traveled way 1 4 �50 mm I (4B')I LEFT EDGELINES DETAIL 27 (DIVIDED HIGHWAYS) 75 mm SO (3° ) (2' )m ® Edge of troy®lad way 14,64 m �50 mm 48 t2 ) RIGHT EDGELINES )ETAIL 27B �50 )m dOTE Edge of traveled way Detail 27A deleted RIGHT EDGELINES EXTENSION THROUGH INTERSECTIONS )EMIL 27C MEDIAN -9 r¢-U.HZ ISLANDS LEGEND DETAIL 28 m MARKERS conduit area .f ® TYPE AY Yet lou Non -reflective 0.62 m 75 mm (;fl® TYPE D Two-way Yet low Retroreflecthre (2^ 4 ® TYPE H One-way Yet low Retroreflective D T <Q= Direction of Travel Gmund bushing Ground damp � 2.Unless otherwise indicated on the plana, at i A=1.95 m 2 (21 SQFi) Ground clamp �p�1`00mrn (4°) MEDIAN ISLANDS A=2.04 M2 'f''n{ 1 111 DETAIL 30 DETAIL 29 A=1.76 M2 (19 SGFT) 7.32 m 7.32 m 24' 24' 7.32 m lawns 24' ® 7.32 m (24') r- 50 mm ® �.$ (Y) -q p-- 1.22 m (4') LINES 0.62 m75 mm (�) 0.62 m (2,) 75 mm �� (2'} tM�����F���®®��®� 0 700 mm (4°) White MInL �( 75 700 mm (4°) Yet to Cl)15 V5 mm j �%9 B E �©' ���� -T Barrier type 4T Load side pull area 1 0-���)mm INTERSECTION TREATMENTS 1 nGTefl '�a / Centedine Intersecting Street ­1 P-u,BZ m •� •n,n is 0-1 0.) is kl-) ttv [v vv) (3' (3' . 16 mm -20 mm (�®_ 110 -WAY LEFT TURN LANES (o.s3•-o.60' so mrn�W DETAIL 31 L 7.32 m _I 7.37 m 709 54 m .66 5 9 549 m 6 G� 75 mm (3'� 1.5 0 Or 0.1 50 mm (Ir - :(=17518 fp 66 ) 0 m X3.86 10.98 m ^ T 75 mm 6 10.98 m 66 I 30 m (100') Minimum I 12 36' TYPE AY 30 m 100 f.linimum .6R-.-ti-Rl_10.9B�m aA 68 2t 75 mm (3° 75 mm �(1Z)"" DETAIL 32 29.28 m DETAIL 35 2.14 m (7 6 75 mm (3' 2.59 m (D 1 ') I 30 m 100• Minimum C� 7a2 m 7a2 m 7.32 m 732 m 73 m 7 10 mm -19 m 75 mm 2.59 m (8 1 24' .: - 24' `�'.' 24' `'' 24' 24' H` 24' `I (0.4fP-0.75° (3°)-e ® ® as ® 50 mm i© (, ® ® ® ® ® Ile. 0 mr! +:: 1t ..::;;:.:: �.ss,., - ;`. 50 m,I,,y� Lv 3 m-3fi m ': (rte' 7i 3ZJ�.- 7 2 i ® � 1 om 10•_72•} (24'1) 2 259 m (8 i/2 i, 10.98 m 66 10.9 m 5 49 m ( > �), 30 m (100') M n#mum ,� I h- 2.59 m (B 1/2 ') 0 mm I 18 LT I 36 tr 36' iz• 1B• DETAIL 35A ' 2.14 m (7') ®�� v TYPED^ 2.14 m (7' Y ERE" Q ® ® 75 mm (�) - 75 mm 5.18 m i 3D m (100'1 Minimum (_ 29.28 m DETAIL 33 �L 30 m (100'1 Minimum _ 29.26 m 10 mm -19 m f x.� I 75 mm (3° (0.40'-0,7 7.3_ _ 7,32 m 7.32 m 7.32 m 7,32 m 7.32 m .#. STATE OF CALIFORNIA 24' ° 24' r 24' 24' 24' I 24' DEPARTMENT OF TRANSPORTATION 000000L © o©D 'D ®®®© ®®0r��10-2)m � PAVEMENT MARKERS AND I R 1.22 m (4') 5.48 m ",66 5.49 m 5.49 m .66 5.49 m TRAFFIC LINES TYPICAL DETAILS 98' 12' 78' 8' 2' 8' Them °Standard Plana for Construction of Local S�eeq and R0@d6 in units in two TYPE H cysierro of measurement: IMemotiolwl Se�m pfUnits (51 or meUre°a1M Uldted State, 0 .� J 15 0@0@ 0 0 0 0 0:�� Standard Leasure, shown m the parentheses• I) .The 1. Seethe exwctsPd is the ®� & ®®� RetroreftacHve We systema are not neces ady equal arm ngeabta 5°e the °Fo ansa d the 29.28)m 75 mm (3') Face b2gmning of this pulsicatian. s6' NO SCALE A20 B =I p- IC) mm (4) 200 mm (ir 1 +� 4 3 �,O0mm (F( 47) 200 m (24 mg' �U' n AV'..14 1712 (23 SQFT) ` I 100 mm (4) 200 mm A= rr� (17 SQFi) 100 mm (4) 200 mm (fi A=2.51 rr (27 SQFT) p- 100 mm (4°) 2DO mm (0' T A=2.23 rr2 (24 SOFT) rot I° 100 mm (4°i `00 mm A=1.30 m2 (14 SQFi) 300 mm (12°) White Line CROSSWALK AND LIMIT LINE See Note 5 +� 100 m200 m (4) mm 100 mm 4) 100 mm ( (� mm ,� •• 5(�) m word should be nearest the driver. conduit area .f T panel D v I2 ' 4 Meter socket and support D 5 Terminal blowka Gmund bushing Ground damp � 2.Unless otherwise indicated on the plana, at i A=1.95 m 2 (21 SQFi) Ground clamp �p�1`00mrn (4°) 200 (g, m A=2.04 M2 'f''n{ 1 111 Ground rod nf 11n -T +1 I+ 100 mm (4) 200 mm (fr'!l A=2.04 m2FT 22 SQFT) Q ) NOTES: I. If a message consists of more than one word, It should read 'UP', i.e., the first word should be nearest the driver. 2. The space between words should be at least Mur times the Koichi of the characters for low speed rands, but not more than ten times the height of the characters. The space may be reduced appropriately where them is limited apace because of local condidona. 3. Minor variations in dimensions may be accepted by the Engineer. 4. Portions of a letter, number or symbol m be separated by segmerte not M v;ccoed 50ocmm (i) fn width. 5. Crosswalks contiguous M school grounds are M be 300 mm (12°) Imes es In place of 300 mm (i ) white shown. WORD MARKINGS ITEM m2 SQFT) ITEM m2 SQIFT LANE 2.23 24 NO 1.30 14 POOL 2.14(23) BIKE 1.95 27 CAR 1.58(17) BUS 1.86 20 CLEAR 2.51(27) ONLY Z04(22) KEEP 2.23 24 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PAVEMENT MARKINGS WORDS AND CROSSWALKS These 'Standard Plan for Construction of focal S and Rogdd n units in two syst3mn of measurement Irltematioral System Unfi m 51 or mehkaaf United States Standard Measures shown tr the ren sees The measurements m the lrn systems are not incessant equal or in ) ngqmeaNe. See the 'IFarevo at the Ix:.ginning of this putilkxifthn. NO SCALE A24E TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. 100 mm (4) 200 mm (8')_I `I 100 mm (4 ) 1 I it if T 1 11 11 I 11 1 i till l 1 11 111 i I lfil l r it l / 11 Ilii 1111 ILII II fill I l lilt 1i �iI , 1111 i 11111 II 1 . I ii 11 LILT ' 11, A-3.99 rrR (43 SOFT) 200 mm (e �l 100 mm (4) 200 mm (87)� 100 mm (4') �gmr" +I 100 mm (4) 200 m _T _T T 7 _T T V. �. s * . NOTES: A=2.23 rrR (24 SQFT) A=2.14 rr$ (23 SQFT) A=1.7fi rr12 (19 SOFT) t. N a mesadga consists of more than one word it should read 'UP', i.e„ the first .,JI,. 100 mm (4) 200 mm (g' 100 mm t TDO mm (13'), � ( ) 1 mm 100 mm (4°) 100 mm 4) 100 mm ( (� mm ,� •• 5(�) m word should be nearest the driver. conduit area Latch Latchch Landinglug panel 240 V v I2 ' 4 Meter socket and support )SN 1 20 V Flashing beacons 1 20 V Signals 9 g 1 20 V Irtigatlon 120 V Ramp metering 5 Terminal blowka Gmund bushing Ground damp � 2.Unless otherwise indicated on the plana, at i Utility area with dead Ground clamp -ii ri T A=2.04 M2 (22 SQFT) Ground rod 2. Tho apace between words should be at least Mur times the height of the A=1.76 M2 (19 SGFT) A=2.42 IT? (26 SOFT) A=1.67 m2 (18 SOFT) -I � 50 mm (2°) 100 mm (4� +� � so man (2') { r" i F stainless steel ram � 50 mm (T') 4')s. 15 120 V 1P CB Sign 11lumfnation Control Cl)15 t 1 2 1 7 piano hinge FlashingBeacon Barrier type 30 A. 240 V, 2P, CB Load side pull area 1 100 A. 240 V. 3P, CB terminal blcok 1 30 A, 240 V. ZP, C8 1 2JFI characters for low speed roads, but not mom than ten times the height of the The be ,. *-s�-#-( 3 `•1 v%.)_`.£.i - �` i. a Signals t 120/240 V SERVICE WIRING DIAGRAM (TYPICAL) 370 mm 14 /2 °) Ramp Metering /\ 11 20 A, 120 V, 1P, CB irrigation 600 mm 2 910 mm 15 A. 120 V. 1P, CB ...s, 2 Photoelectric unit 32 mm 1 i 50 man 15 A, 1P, Test switch htin Teat Switch ), 60 2PN0 Contoctor (t,�lr If I 1 ISNS characters. space may reduced appropriately where them Is limited space because of local conditions. 14 �'y� +1-pil.. - \ rg y 3r -.,.accepted 2 20 A. 120 V, IP, Co Telephone Demarcation Cabinet 1 f / I 3. Minor variations in dimensions may be by the Engineer. f r r STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION . If {. 'k. PAVEMENT MARKINGS 4. Portions of a letter, number or symbol l / \! WORDS , - maybe separated connecting P by 9 not to exceed 50 mm (2°) _ ryatams of meosumme°nt Idertatiaxd of Localyp mmOl f Un, I dor �naVie )°mond United States yl) A=0.93 m2 (10 SQFT) A=0.56 m2 (6 SQFT) A=0.46 m2 (5 SQFT) - Standard Weoum shown in the porerrffwsn .The measurewrite axpre�sd in the tae are not necessanTy ual - -ho�a bfe. See the Foreeord' of the syr' 6egming of lid, Publealton. NO SCALE A24D A=3.25 rr9 (35 SQFT A=2.88 m 2 (31 SQFT) A=2.23 rrt2 (24 SQ D) A=2.42 n-2 (26 SQFT) m 2 (21 ;r m) 200 mm mm mm -.200 iso a 1 A=2.97 1T>Z (32 SQFf) U BUJ COMPONENT NAME PLATE DESCRIPTION Removable dead front Test T steel piano hinge est conduit area Latch Latchch Landinglug panel 240 V Test facility BASE FOR TYPE III -8 4 Meter socket and support )SN 1 20 V Flashing beacons 1 20 V Signals 9 g 1 20 V Irtigatlon 120 V Ramp metering 5 Terminal blowka Gmund bushing Ground damp � 2.Unless otherwise indicated on the plana, at i Utility area with dead Ground clamp Ground lug A=2.04 M2 (22 SQFT) Ground rod i 'i 1 16 mm (5/B'jBl Min x 460mm(1✓�) 6aN j E c �t i I+ anchor bolls 4 required) A=1.76 M2 (19 SGFT) A=2.42 IT? (26 SOFT) A=1.67 m2 (18 SOFT) -I � 50 mm (2°) 100 mm (4� +� � so man (2') { r" i F stainless steel ram � 50 mm (T') 4')s. 15 120 V 1P CB Sign 11lumfnation Control Cl)15 t 1 2 1 7 piano hinge FlashingBeacon Barrier type 30 A. 240 V, 2P, CB Load side pull area 1 100 A. 240 V. 3P, CB terminal blcok 1 30 A, 240 V. ZP, C8 1 2JFI 1 50 A. 120 V. 1P, CB Signals t 120/240 V SERVICE WIRING DIAGRAM (TYPICAL) 370 mm 14 /2 °) Ramp Metering /\ 11 20 A, 120 V, 1P, CB irrigation 600 mm 2 910 mm 15 A. 120 V. 1P, CB Lighting Control 2 Photoelectric unit 32 mm 1 i 50 man 15 A, 1P, Test switch htin Teat Switch 60 2PN0 Contoctor U9�^9 If I 1 ISNS 30 A, 2PNO Contactor 2 20 A. 120 V, IP, Co Telephone Demarcation Cabinet 1 f / I r STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION . If 'k. PAVEMENT MARKINGS \/ WORDS _ ryatams of meosumme°nt Idertatiaxd of Localyp mmOl f Un, I dor �naVie )°mond United States yl) A=0.93 m2 (10 SQFT) A=0.56 m2 (6 SQFT) A=0.46 m2 (5 SQFT) - Standard Weoum shown in the porerrffwsn .The measurewrite axpre�sd in the tae are not necessanTy ual - -ho�a bfe. See the Foreeord' of the syr' 6egming of lid, Publealton. NO SCALE A24D LEGEND P Pole External conductor CB Circuit breaker Conductor or bus 7 A Ampere Tie point SN Ground lug bonded to V Volt-�'''v`- Contactor coil service cabinet M Metered -Il-- Contactor, Contact NO 6 UM Unmetered ® Terminal blocks SN Slid ceuhai {'- ConMeta, Contact NC 8 NO Normal y open awl Enclosure bond NC Normally closed + Ground i =_ Single-phase s=dary, SN 120 240 V 3 -wire by the s ng utllity a 71 1 � 4 1.'Jv UM M lel To teat switch mounted on sign post -required when required SN - 240 V Sign - Illuminolem 1 Auto SN To teat switch mounted on 9gfiting standard, a /'3, post or structure when required Readingg cover 5 mm ( 3/16 °) thick Polycathonate uiravlolet-resistant surface plastic window Continuous stainless steel piano hinged doors with provisions for padlocks Padlock hasps -� Continuous stainless steel piano hinge _ P 9 Meter socket 1 Continuous stainless REM N0. COMPONENT NAME PLATE DESCRIPTION Removable dead front Test T steel piano hinge est conduit area Latch Latchch Landinglug panel 240 V Test facility BASE FOR TYPE III -8 4 Meter socket and support )SN 1 20 V Flashing beacons 1 20 V Signals 9 g 1 20 V Irtigatlon 120 V Ramp metering 5 Terminal blowka Gmund bushing Ground damp � 2.Unless otherwise indicated on the plana, at i Utility area with dead Ground clamp 7 Ground lug FG shown. 9 Space (m2e{erect) SN front panel Ground rod i 'i 1 16 mm (5/B'jBl Min x 460mm(1✓�) 6aN j E c �t i I+ anchor bolls 4 required) 9 30 A. 2PNO Contactor Space (unmetered) - �ece (metered) 720 V 16NS with continuous 1 Photoelectric unit conduit Ground rod �°°d °°"des 1 1 15 A. 1P. Test switch i F stainless steel 1 15 120 V 1P CB Sign 11lumfnation Control Cl)15 t 1 2 1 7 piano hinge FlashingBeacon Barrier type 30 A. 240 V, 2P, CB Load side pull area 1 100 A. 240 V. 3P, CB terminal blcok 1 30 A, 240 V. ZP, C8 1 2JFI 1 50 A. 120 V. 1P, CB Signals t 120/240 V SERVICE WIRING DIAGRAM (TYPICAL) 370 mm 14 /2 °) Ramp Metering 1 20 A, 120 V, 1P, CB irrigation PE III -B SERVICE (120/240 V) EQUIPMENT LEGEND REM N0. COMPONENT NAME PLATE DESCRIPTION SERVICE EQUIPMENT ENCLOSURE Neutral lug conduit area 2 Landinglug NOTES: 3 Test facility BASE FOR TYPE III -8 4 Meter socket and support °°^+°r" M "e service "°It°gee indicated 5 Terminal blowka Gmund bushing Ground damp � 2.Unless otherwise indicated on the plana, at i 6 Solid neutral terminal strip Ground clamp 7 Ground lug FG shown. B Ground rod i 'i 1 16 mm (5/B'jBl Min x 460mm(1✓�) 6aN j E c �t i I+ anchor bolls 4 required) 9 30 A. 2PNO Contactor Sign Illumination 1 Photoelectric unit conduit Ground rod �°°d °°"des 1 1 15 A. 1P. Test switch Sign Illumination Teat Switch 1 15 120 V 1P CB Sign 11lumfnation Control Cl)15 A, 120 V. 1P, CB FlashingBeacon 1 30 A. 240 V, 2P, CB Stn Illumination 1 100 A. 240 V. 3P, CB Main Breaker 1 30 A, 240 V. ZP, C8 Lighting 1 50 A. 120 V. 1P, CB Signals t 30 A, 120 V. 1P, CB Ramp Metering 1 20 A, 120 V, 1P, CB irrigation 600 mm 2 910 mm 15 A. 120 V. 1P, CB Lighting Control 2 Photoelectric unit 32 mm 1 i 50 man 15 A, 1P, Test switch htin Teat Switch 60 2PN0 Contoctor U9�^9 15 A. 120 V. 1P, CB 1 ISNS 30 A, 2PNO Contactor 2 20 A. 120 V, IP, Co Telephone Demarcation Cabinet REVISION DESCRIPTION FRONT VIEW SIDE VIEW Line TYPE III -BF SERVICE EQUIPMENT ENCLOSURE Load "' WITH PROVISIONS FOR ONE 100 A METER (TYPICAL) conduit area STEEL COVERS Front Ground .rod NOTES: location (FDR SERVICE EQUIPMENT) - BASE FOR TYPE III -8 1.Voitoge ratings of service equipment shot I SERVICE EQUIPMENT ENCLOSURE °°^+°r" M "e service "°It°gee indicated Edge on the plane. Gmund bushing Ground damp � 2.Unless otherwise indicated on the plana, at i Thickness service equipment items shat I be provided Ground clamp for each service equipment enclosure as L ## FG shown. 4 t i i , I 3. Meter sockets shall be the 5 dip type. i 'i 1 16 mm (5/B'jBl Min x 460mm(1✓�) 6aN j E c �t i I+ anchor bolls 4 required) 50 mm 2' ( ) Service conduit STATE OF CALIFORNIA 100 (4°) 90' band DEPARTMENT OF TRANSPORTATION of Saralee SIGNAL, LIGHTING AND conduit Ground rod �°°d °°"des ELECTRICAL SYSTEMS Ground rod SERVICE EQUIPMENT AND Load conduit See Note 16 ss.° Note 16 I- TYPICAL WIRING DIAGRAM onStandard Plan IES -2C on Standard Plan ES- TYPE =-B SERIES FRONT VIEW SIDE VIEW These 'Standard Plans for Construction of Incl and Rogds n units in two systems of measurement fntemalfond 5Syyaatteemm qt U SI or melr[C) and United States TYPE III -B SERVICE EQUIPMENT Standard Measures whom in the paren8sses () .The meosuremenb exoreeeed in Dia two systems are not necessanN equal or I geable Sx the °Fo at the ENCLOSURE FOUNDATION DETAILS 6aglnnxg of this publication. NO SCALE E DATE I ENGR. I CITY I DATE THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS -83), ZONE 5, EPOCH 1992.88, BETWEEN SAN BERNARDINO COUNTY SURVEYOR'S GPS STATIONS 21128 AND 21289, BEING GRiD AZIMUTH OF 103°45°29'° GRID VALUES WERE HELD FOR ALL POINTS, HOLDING SAN BERNARDINO COUNTY GPS POINT 21128 AS THE POINT OF ORIGIN. ALL POINTS WERE THEN ROTATED TO HOLD THE GRID AZIMUTH BASIS. NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD-29) BASED ON SAN BERNARDINO COUNTY GPS POINT 21129 FOR VERTICAL CONTROL, ELEVATION = 1319.336 AND VERIFIED TO MATCH SAN BERNARDINO COUNTY BENCHMARK 478 (ELEV. 1275.152) PER CITY OF FONTANA CIVIC CENTER PARK - PHASE 1, \ I (4') GRID 1.02 m A=0.65 m2 (7 SQI T) BIKE LANE SYMBOL r6� ` 1 ml ri 300 mm (tY) GRID 0.99 m 1.02 m 1 1 SQFT) DIAMOND SYMBOL �, 0.83 m (32.5) 1.15 m (451 J 1.35 m (53°) A (Blue) =1.32 n? ( 14 SQFT) A (white) =0.82 rr? (9 SQFT) DISABLED PERSONS PARKING SYMBOL See Note 2 .7 F nn E E 3 f f 1 ( in i 1 f E .. I i I,-1100 mm (4!) 1 42 m A=1.63 m2 (17.5 SQFT) LO Hold-down L boH Lift hole A A Pull bolt reinforced withLi 3312 galvanized Z -bar arelde4 frame S k:.. i T -o( b-100 mm (e) A=1.53 m2 (16.5 SQFT) NUMERALS � 1 i E E 0 -11 1°-400 mm (4 ) I_ 1.50m J A=1.8 rn9- (19.5 SQFT) DIMENSION TABLE (LIM m (2-D') X •IM of 1 A',:: (1') GRID I j T,1. b-250 mm (1TF} .t . ,., ;,...al (.,.... .)....g..:.._.:,,,. �.. A-0.19 A (2 SOFT) BICYCLE LOOP DETECTOR SYMBOL NOTES 300 mm (12°) GRID _ 0.62 m 1. Minor vorlatione in dimensions may (2'-0') n be accepted by the Engineer. width of 2 c A=6.50 m 70 S FT ane Q ( ) 2. This parking symbol is also known RAILROAD CROSSING SYMBOL as the thtertationol Symbol of %.5 m 2 70 SQFT) DOES NOT INCLUDE THE Accessibility (ISA) 0.6 m (2' -OPS x VARIABLE WIDTH TRANSVERSE LINES. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PAVEMENT MARKINGS SYMBOLS AND NUMERALS These 'Standard Plans for Construction of Local Strq ate ttogde h un Fn two sSmbmo of meoaurertsnt idernotlonal yy�n Untts (SI or mddc-) ate Urdted States Blended Neaarrea elxvm in the parenOreaeo ) . The measurements 0xprms�sesedd m 913 two systems are not nacpsadty equal ori naecbk Sea the °Forenortf at the be Inning of this puNica"tion. NO SCALE A24C See Note 2 # Excluding conduit web ## Top dimension 191m I€ CONCRETE BOX CONCRETE BOX NON -PCC BOX 10 man 3/b9* Bman or stainless steal CONCRETE OR NON -PCC COVERS STEEL COVERS 'uil Minimum# Minimum Depth plata cover, ggar anized ager cobvg ion. Minimum Depth Mini um** Sea Note 4. Minimum## Mintmum Depth Edge Edge °x Thickness Box and LO WO Thickness Box and L ## W** R Thickness Toper Extension Note 5 Extension i _ II Extension when box houses Extension Extension (9,)Mm E 150 man 30D mm (12') 1 1/2 25 mm 1 No Extension 510 ran 360 mm i B own 5 1 No Bdemfal 390 mm 15 3 260 mm 10 1 30mm 1 1 1 45 mm 1 3 3mm 1 �. 5 25 mm 1 560 mm 710 mm 460 mm 1 6 mm 5 1 510 mm 590 ran 23 1 350 mm 13 3 32 mm 1 1 50 mm 3mm 1 t 6 40 mm t -i 600 mm 2 910 mm 580 mm 10 mm 3 5151 mm 780 mm 30 5 450 mm 77 5 32 mm 1 i 50 man 3mm 1 See Note 2 # Excluding conduit web ## Top dimension 191m I€ CONCRETE BOX Reinforced 10 man 3/b9* Bman or stainless steal NON -PCC BOX STEEL COVERS Pull 12 mm ( 1/2") Min steel Minimum Depth plata cover, ggar anized ager cobvg ion. TOP VIEW Sea Note 4. Minimum## Mintmum Depth 13 mm (i/2°) T* h flush Galvanized Z -bar welded frame length sleeve finished nut with Pull braes bait grade -. �_•._ �r �.. box ___ c Bonding Box and E 1umper, See( Extension Note 5 Extension i _ II Extension when box houses 150 mm Extension (9,)Mm E 150 man 30D mm (12') 530 mm (20 7/8') t 370 mm (14 1/Y) t Mm 25 mm { mm ail arou E_ 80 mm I 45 mm (1 3/4) 300 mm (ti) (3°) Min, 330 are t25mm t 1° ul Clean crushed all around dl 80 mm (27) + 410 man (19) t 0 13 mm ( 1/f) tars Grounding bushing rock sump SECTION A -A No. 3 1/2 (T), No. 5(T) AND No. 6(T) TRAFFIC PULL BOX See Note 2 # Excluding conduit web ## Top dimension 191m I€ 1, CONCRETE BOX 10 man 3/b9* Bman or stainless steal NON -PCC BOX STEEL COVERS Pull Minimum* Minimum Depth in cover for nut. TOP VIEW Sae Note 4. Bonding 'um r 9 1 Pe 12 mm 1/2° Mtn Grounding bushing Minimum## Mintmum Depth Edge Edge Box Thickness Box and LO WO L 1 IV 1 Thickness Box and L** W** R Thickness Taper - Secure bonding jumper to ground bushings Extension Sealaround conduit with mortar Extension i _ II Extension when box houses 150 mm Extension (9,)Mm la 3 1/2 40 mm (i 1/2) 30D mm (12') 530 mm (20 7/8') t 370 mm (14 1/Y) t 2�0 5 }51'mm 25 mm { mm Does Not Apply 510 ran (21f) t 350 mm (13 3/4') f 0 13 mm ( 7/7) Norte No. 5 (1) 45 mm (1 3/4) 300 mm (ti) 750 mm (29 1/7) t 480 mm (1?) +_18 330 are t25mm t 1° 600mmt25mm 23 I/ 2' f 1° Docs Not Apply 80 mm (27) + 410 man (19) t 0 13 mm ( 1/f) tars Na 6 (1) 50 mm (2r) 3110 mm (12") 900 mm (35 1/2) t 600 mm (23 1/7) t 470 mm t25 mm t 1° 760 mm t25 ran17' 31P t Y° Dow Not Apply 840 mm (J?) + 510 nxn (2d) t 0 13 mm (1/7) Now 1, B 3 10 man 3/b9* Bman or stainless steal stud bofts, oats and Letters to be 25 mm (t°) Min to , es ox. Rces 2 perr box. Lift holes 75 mm S Me)( high. in cover for nut. TOP VIEW Sae Note 4. Bonding 'um r 9 1 Pe 12 mm 1/2° Mtn Grounding bushing 20 mm 3/4' Max Lip Grade, See Note 3 Y-..._ Ee - r -See Note 2 E Grout - Secure bonding jumper to ground bushings 50 m Sealaround conduit with mortar Extension i _ II Extension when box houses 150 mm tmnsforner° ballost. or (9,)Mm when specified. Ground Clean pushed rack sump clamp Ground rod when specified or when box houses transformer SECTION B -B INSTALLATION DETAILS No. 64286 rn Exp. 6/30/09 C IV 1 \. F Ojr CAQ NOTES ON PULL BOXES 1. Truffle Pull box shall be provided with steel cover and special concrete footing. Steel cover shall have embossed non-skid pattem. 2. Steel min£orairg shall be as regularly used in the standard products of the respective manufacturer. 3. Topp of pull box shall be flush with surrounding grade or top of ad)ocent curb, except that in unpaved areas -hem pull box is not Immodiatehr adjacent to and protected by a concrete foundation, Itate or other protective construction, the box shall be PPlaced with s top 30 mm (1 1/4) above surrounding grade. 1Mhare practicable, Pull boxes shown in the vicinity of curbs shall be laced adjacent to the back of curb, and Pull boxes shown adjacent to standards shall be placed on side of foundation facing away from traffic, unless otherwise noted. When Pull box is installed in sidewalk ansa, the depth of the Pull box shall be adjusted as that the top of the Pull box is flushed with the top of the sidewalk. 4. Pull box covers shall be marked as follows: o) No. 3 1/2 Pull Ion IrSIGNM.° Traffic signal circuits with or without street and/or sign lighting circuits. 2)'ST LIGHTING' Street and/or sign fighting circuits where no voltage is above 600 V. 3r5ERVICr Service circuits between service points and service disconnect 4rSPRINKLER-CONTW Sprinkler control circults. 50 V or less. 5,'CALTRANS On all Pull boxes, except Pull boxes marked SFRfNKLER-CONTR°. 6TTELEPHONE' Telephone service. b) No. 5, 6, 9 or 9A Pull boxes irTRAFFlC SIGNAL° Traffic signal circuits with or without street and/or sign lighting circuits. 2TSTREET LIGHTING' Street and/or sign fighting circuits where no voltage is above 600 V. 3)'STREET LIGHTING - HIGH VOLTAGE' Street and/or sign lighting circuits where voltage is above 600 V. 4rSERViCr Service circuits bewteen service point and service disconnect Sr SPRINKLER -CONTROL° Sprinkler control circuits, 50 V or less 6)°IRRI1GATtW Circuits to irrigation controller 120 V or mom. 7}°RAMP METER' Romp meter circuits. AECOM 1131 W. SIXTH STREET, SUITE 350, ONTARIO, CA. 91762 PHONE: (909) 933-5225 FAX: (909) 933-5228 Prepared Under Und,e�r The Supervision Of Date u uaumny mrwuu caro srx ,vy u,,,w,mwu 6r COUNT STATION° Count and/or speed monitor circuits. 9)rCOMMUNICATIOM Communication circuits. 10rCALTRANT On all pull boxes, except pull boxes morked'SPRINKtER-CONTROL°. 11rTELEPHONV Telephone service. C Z 12TTOS COMMUNICAMONS7 TOS communications trunk line, 13)'TOS POWEfi TOS power. 14rTDC POWER" Telephone demarcation cabinet power. (�/) 15rCCTV Closed circuit television circuits. 16) TW Traffic monitoring station circuits. .� 17) CMS' Changeable message sign circuits. ['- iBTHAiT' Highway advisory radio circuite. Z 5. Bonding jumper for metal covers shall be i m (4(f) long, minimum. 6. The nominal dimensions of the opening in which the cover sets shall be rrj the same as the cover dimensions except the length and width dimensions (n shall be 3 mm (1/19') greater. 7. All canes and boxes shall be Interchangeable with California standard male Op and female gages. When interchanged with o standard male or female gage, the top surfaces shall be flushed within 3 mm ( 1/ir). Top outside e f all concrete covers and Pull boxes shall have a 6 mm Ile) wage, o( / ) minimum radius. 8. Pull boxes shall not be installed within the boundaries of new or existing curb rumps. 9. Pull boxes for eladrol'em and signal standards shall be located at the some station 1.5 m (5') as the adjacent efectroller or signal standard. Pull boxes shag be placed adjacent to back of curb or edge of shoulder except where this is impractical, a box may be placed In another suitable protected and accessible location. STATE OF G ANSPO A DEPARTMENT OF TRANSPORTATION SIGNAL, LIGHTING AND ELECTRICAL SYSTEMS PULL BOX DETAILS These Standard Plans far Construction of Local Streets and Res madam units in two systems of measurement International UnOs (SI oFmelric') a11d United Stakes Standard Measures shown m the The measrrertimrta n the two systems are rat neaemaip egad orinterchangeable. See the F� at the begun g of this pubfcation. NO SCALE ES - CITY ® FO­NTANA,CALIF PACIFIC ELECTRIC INLAND EMPIRE TRAIL IMPROVEMENT DRAWN BY: SCALE: LF STAND D ,DETAILS PER �� DESIGNED'BY: DATE: LF / ',- 03 30/09 CHECKED 8Y: APPROVED BY: DRAWING NO.: 16 �-� CITY ENGINEER R.C.E. 51152 PATE: 37