Loading...
HomeMy WebLinkAbout3953-16C C C 0i 0- � C (n - J C I T F� CALTRANS STANDARD PLAN A20A LEGEND LINES i' _s=G.: I: •• {h LEFT EDGELINES MEDIAN ISLANDS IAAPKIER5 � 7vo mm -- i01VEeED HIcHwAys) 0 rYPi If DETAIL 2'1 650 DETAIL 28 rearTaj/Rt,-. oG mm rc(lew Nrlc r c ... >.'. '-t � T5 ryPF D iwa-war -wa- Oirecrrcn or travyr r wn4 E. Trarerlechlve Edge ler .ra knee Icy M,nlm � T '. 7 � i'rW[ N One-.aY -_- ..:. .._...a. _; v. _: a ,. `• w .s __.._ -75 7elEaw DETAIL 25 So- Rarrcrerlectl. INTERSECTION K: �¢ ® Ed,Ta of aro- eteu Ra �? DETAIL 34 TREATMENTS i 4,$4 m ``g 30 m Minima - 7Q m uin,mu= t-. _ �9..4.26 4a n; "_I.3^�� 7. J'�' m t-. 7._. �« 50 F 3„v� •-,x,32 m 75 -'NN' O L -i Ti I DETAIL 25A DETAIL 29 N -' m %ter-• s a p CI n� so Au=r l ON u+ fr a a r a T 75 LT -.0- _.•Q �- :.Jy=T. 7.7: al 7.32 m Q I Lir (� -.P-C a.62 an _ _. �S 7.32 m t,•T,_,Jl; a �•5d Minimwnnnnnt - DETAIL 34A 6l i0 9R -,}.g ._�, ej In m u.n�m„m 75 �- � I 1 4'• - 75 t --Edge of ledvo(ed wCy r O ©N .�.-.--:------ -.::--1 -L DETAIL 26 f- 7s 75 r---EQsta of traveled way - ?. �� �t 30 m Mrt,mum zl 1166 ci. :11.98 m 1 .Eft 1 -, .: S ."a r 0.. 0^-t DETAIL 35 2.59 m Y 3g m .,n,mw N 14.64 m 650 X50 2.14'R�' 1 i_32 m •.� 7.15 �n • . 5a m . LTI [] r... I-1 i� ® 13 C ' � C DETAIL 27 z Ts DETAIL 30 ;. t m i :.lz m r- - @ p CA 4] �7 p ❑ Q 150 �- I••4 1. -T 2 in 5a I 7.3? m 1 7.32 I ,",.t4 .• I•� :.59 TS 175_ }Q m Mtn,mum c m 0.62 m C1�OOflLO-pG�7FiGfiO� '--- ..e - alga ler rrcvelea ray lir I-eo y 010000000000013 DETAIL435A e m i 5a So m vin,mM Iii .-75 d 14.n4 m I .-_ .r. 000000000000075 �5T� Cr1 rd RIGHT EDGELINES --.- 0000���000�oQ -r � ! � 7-0 m M'n,m':m i .� i44min D DETAIL 27A TWO-WAY LEFT TURN LANES � 17a !x1aa TA 3t 0e ra a. DETAIL �- MARKER DETAILS y DETAIL 278 .36 lose 3© r0 tam ®� €6-.0 i, �' - +0-1'1_' 10-t9� 5d 1.5 to , ,fin! -cloo o7 7ravelea way 4 - 1 v4 0 =4_ c( DETAIL 32 ?9._7 m _ - RIGHT EDGELINE EXTENSION THROUGH I � _ � - INTERSECTIONS _ ri _t �- O D © LI 0 G Q "6s TYPE Al TYPE D 'TYPE H DETAIL 27[ rr�t TT �1 t- T-1.6 . Ll I:.1 L .�- T 1 1 RG'rerwf,ec•iv. F¢ --F" 5,41_ i1 4a c €m �i0 9a m�IL'{.-`4S.i9 1� © I� © ; I ! 3.66 m 1. 1 3-66 m 1 [ Ma 0 T -I � ., .. ... .... :. .. .:.. ..1.75 ��, ❑ 0 13 0 ❑ .. ❑ El ..�- 0.92 m�� - _9.^e m DETAIL 33 E ° ca3 aR'°° v m7 7 J" m 7.32 s 7.32_ ,_w, GEPAR tuEI{i aP TR�tf: POR ra TION ova(�� aoo�000�oal�aodo ooclv����co©� SIS PAVEMENT MARKERS AND 0 0000 0000 0 0 0007----_. `� TRAFFIC LINES TYPICAL DETAILS I .-2 m 4 6 M 5_As m -.G6 :?75.49 m JM -S,44 _ n_ i•fi6-'L-, 5.49 m . 0000 0 00010 0000 L3i�_ NO SCALE Ci00000C]C�c70OOflOOfa000Gy4�QOOC}OOOOOfl000c7fl0� LJ_1.6 m ALL DIVERSIONS ARE IR +! L 2 9 m _I 75 MILLIMETERS UNLESS OTHERW75E SNaatt A20B CALTRANS STANDARD PLAN A20B 111illlll IIIII III III- III III- FRONT VIEW 12" ~~ 2611 STRONGBOX METERED ENCLOSURE 9. CENTERLINES L ANELINES NO PASSING ZONES -ONE DIRE C?!ON 0 00 - r TF -- 14) DETAIL 15N 11. METER VIEWING WINDOW 2" X 4. (2 LANE HIGHYI4Y51 DETAIL I fM11LT!_ANE HIGHw AYS) DETAIL 8 12. 3/8" STAINLESS ANCHOR BOLTS. 3. 15 13. 4.14 Q+I.t 5.18 in �LK x_5.18 m _ 14 R7 1179F 4.14 y� _5.18 m ,J4_�5.18 m `4•Ic Ln 4.14 - 5.18 7'i (17')- 14. SB-1852SS STAINLESS CUSTOMER ENCLOSURE 5. LANDING LUGS. 15. (79 f l79 17.1 0 7 LANDING LUG COMPARTMENT. 520 Duno;a E. Nwre 7. LOAD CENTER COMPARTMENT. ERA BELL 17 SPECIFICATIONS. 8. POURED CONCRETE BASE - 6'r 16. .hi l y 1 . 2IJO 464x2 .. ERA BELL 17 MIN. THICKNESS - EXTEND 6" 20/ DETAIL 2 DETAIL 9 BEYOND OUTSIDE DIMENSIONS 580 mm (23") 1 20/ 1P OF ENCLOSURE WITH 1% 17. _ 14.64 m_ , 14.64_m , DETAIL 16 18. 3/4" CONDUIT WITH 1 -#6 GROUND WIRE. Does Not Apply ESB36-U2-MPEA1610K-OB1-VRA SERVICE METER ENCLOSURE DETAILS 0 (18'J (48'1 14.64 6 7 . 50 ,IRRIGATION CTR 59 14 518 m I4 ' S9_ 59 S,IB m 4 .59 1P 2) "STREET LIGHTING' Street arta/or sign lighting circuits where no voltage DEPARTMENT OF TRANSPORTATION 1P SIGNALLIGHTING AND , 3) "STREET LIGHTING - HIGH VOLTAGE" Street and/or sign lighting circuits ;7'; 1 7n (7') (8 +/21 y 18 '/z'7 f7'I ilii) I7') 118 /2'r x.53 ry, {414 a 4) "SERVICE" Service circuits bewteen service point and service disconnect. 7 8 systems of measurement: IntgrrwIlona System of Units(o- "metric') and United States t7 t = �-1 ! 7 O O 7ry�14. y 7S nrn f (a ,21 (79 (6 /t7 o NO PASSING ZONES - TWO DIRECTIONS O NO SCALE ES -8 416 El3': o ® 01 , TOTAL DETAIL 21 DETAIL 4 DETAIL 10 T -4 VA 503 14.b4 1 - _ 14.6}4 m - r � © (� Y - n ADJUSTED TOTAL 2515 (481 (481) 7.32 r, 7.32 m 50 2,4494 . 4.88 m_ Z44 j�.44 7y„ 4116'1 ,�5.44p1Z,44�....4.88_m.-+t?rM-yfZ,44 _rj_ 124'! 124'7 R r� (8'7 18.7 (8'1 0 000 00 0 y (8') (89 ( r.') 189 : 6E'i it 000 000 12 DETAIL 17 1 -► O 10I -� --4 1.22 m 141 - r y - 4 1.22 m (49 ry +•- „ 14.64 m '• DETAIL22 N DETAIL II 44�-4Ute') „ j.44 W . ,88 x44 75 6 55 n w m 3.6n -3.66 in 10. (8") 16) (813'7nr O 0O0 M OOO O�10.98 1m. as 298 mm 12"1 -r2tt 4 �DETAIL 12 (36' (12 (36 750 n C y y ®00000®00600® A 75 mm , 13"! a y r H 1.22 m (4"1 7 i r DETAIL 6 DETAIL 12 13 H,rz4.at-__- - -_... 14.64_m DETAIL 18 y� So mr ' _ C (�'1 (48') '.F,S mM 10.98 m 3.66 m« 75 mm -1,•.7 Z 5149_m...-,�3 5_M 5.49 Ian " 5. In 3.66 mw 5.49 m ,- �� 2" ,6. 1127 IS'l ��► f b'1 (12'1 118) [ T f D O 7 - t DETAIL 23 ��❑ -►� 7.32 An m(241 DETAIL 7 DETAIL 13 O 14.64 m 14.64 m DETAIL 9 +-n (�. (� p 0 0 0 0 O O O 0 0 r("')¶n -1 (48'1 (48') •y l +.64 m (48'i ` 0 0 0 O 0 0 � S3 O 0 O O O T � 5.49 m_ X3.66 me„ .5.49 In_ " _ ,N. w.. H 3.66 m _ _5.49_ m �. (w) (12'1 (�') 0 0 0 0 0 0 y 118'1 (12'1 118': � 0000 Lir 5.49 m 3 66 m 5.49 m -- 75 mm f-0 (18'1 (I (18'1 13' �- ..-1.22 m (4') � � -.} 1w-1.22 m (4'1 _� « --L22 m 14'1 0 r i LEGEND NOTE DETAIL 14 ,T a 0 0 Il T f Direction of Travel Z Detail 3 deleted --43.92 m. _ (144') y y __.-_- "•.' __7.32 m « SO m m ,.1Aak ER 14.64 a 14.64 m 7164 In w+ .-, .- (249 7249 12"r (,) TYPE A White Nor -reflective M$9 (48'1 _ (4R9 3.66 m ,.r5 49 m (189 DETAIL 20 O TYPE AY Yellow Non -reflective a N y (12') - -__ 14.64_rn __---_-__.__ _-i, TYPE C Red -clear Retroreflective O ® 000 O (19000 0 ® 000 y 7489 Ll TYPE D Two-way Yellow Retroreflective a « 1.22 m. (4') 5 m _ 5.49 yw3. m w.. m 75 mm " - (o 12 f (m') (129 (-189 IS"7 � TYPE Gone -way Clear Retroreflective LJ 0 0 0 0 O t TYPE H One-way Yellow Retroreflective v00000®000®A MARK,E41_R88 DETAILS -D- 1.22n(4) -_IrE'; 16 m20 mm •93m" !OO (4") White -4.i3'), 1 � 100 mm 141 Yellow mil A , TYPICAL LANE LINE DELINEATION IN ADVANCE OF EXIT RAMP 0E -AIL Ic DETAIL 14 1.5 mm -4.5 mr, 10 mm -19 mm 10 mm -19 mm DETAIL 14 10.07"-0.17") 10.40'-0.75"1 - 10.40"-0.75'! 10. m 4 9 m 439' m 4 ST a TE OF CALIFORNIA OE�ARTMENT OF TRANSPORTATION \\1 -� 71A 4 PAVEMENT TRAFFIC MARKERS AND LINES TYPICAL DETAILS \\��//// �I _ y y �► )nese 'Standard Piwu for Construction of Local Streets and Roads" contain units in two System ISI Stctes ---Stardorf systems of measurement: Measures Internatlonal of Units or"metric') and United shown in the parentheses 11. The measurements expressed In the "Foreword' TYPE A & AY TYPE C & D TYPE G & H ,-;DETAIL I_­OE_TAIL 13w DETAIL_13.�. km t -t 0.8 km _DETAIL 13_- �- ----`_ __, two Sys*ems are 9Ci m not necessarily egad or nterchcngeable. See the at the Dog,rning of ?his au•D!iaat;an. QRetroreflective Face 11/z Mile) 11/z Mile) 130011 NO SCALE A20A CALTRANS STANDARD PLAN A20A LEGEND LINES i' _s=G.: I: •• {h LEFT EDGELINES MEDIAN ISLANDS IAAPKIER5 � 7vo mm -- i01VEeED HIcHwAys) 0 rYPi If DETAIL 2'1 650 DETAIL 28 rearTaj/Rt,-. oG mm rc(lew Nrlc r c ... >.'. '-t � T5 ryPF D iwa-war -wa- Oirecrrcn or travyr r wn4 E. Trarerlechlve Edge ler .ra knee Icy M,nlm � T '. 7 � i'rW[ N One-.aY -_- ..:. .._...a. _; v. _: a ,. `• w .s __.._ -75 7elEaw DETAIL 25 So- Rarrcrerlectl. INTERSECTION K: �¢ ® Ed,Ta of aro- eteu Ra �? DETAIL 34 TREATMENTS i 4,$4 m ``g 30 m Minima - 7Q m uin,mu= t-. _ �9..4.26 4a n; "_I.3^�� 7. J'�' m t-. 7._. �« 50 F 3„v� •-,x,32 m 75 -'NN' O L -i Ti I DETAIL 25A DETAIL 29 N -' m %ter-• s a p CI n� so Au=r l ON u+ fr a a r a T 75 LT -.0- _.•Q �- :.Jy=T. 7.7: al 7.32 m Q I Lir (� -.P-C a.62 an _ _. �S 7.32 m t,•T,_,Jl; a �•5d Minimwnnnnnt - DETAIL 34A 6l i0 9R -,}.g ._�, ej In m u.n�m„m 75 �- � I 1 4'• - 75 t --Edge of ledvo(ed wCy r O ©N .�.-.--:------ -.::--1 -L DETAIL 26 f- 7s 75 r---EQsta of traveled way - ?. �� �t 30 m Mrt,mum zl 1166 ci. :11.98 m 1 .Eft 1 -, .: S ."a r 0.. 0^-t DETAIL 35 2.59 m Y 3g m .,n,mw N 14.64 m 650 X50 2.14'R�' 1 i_32 m •.� 7.15 �n • . 5a m . LTI [] r... I-1 i� ® 13 C ' � C DETAIL 27 z Ts DETAIL 30 ;. t m i :.lz m r- - @ p CA 4] �7 p ❑ Q 150 �- I••4 1. -T 2 in 5a I 7.3? m 1 7.32 I ,",.t4 .• I•� :.59 TS 175_ }Q m Mtn,mum c m 0.62 m C1�OOflLO-pG�7FiGfiO� '--- ..e - alga ler rrcvelea ray lir I-eo y 010000000000013 DETAIL435A e m i 5a So m vin,mM Iii .-75 d 14.n4 m I .-_ .r. 000000000000075 �5T� Cr1 rd RIGHT EDGELINES --.- 0000���000�oQ -r � ! � 7-0 m M'n,m':m i .� i44min D DETAIL 27A TWO-WAY LEFT TURN LANES � 17a !x1aa TA 3t 0e ra a. DETAIL �- MARKER DETAILS y DETAIL 278 .36 lose 3© r0 tam ®� €6-.0 i, �' - +0-1'1_' 10-t9� 5d 1.5 to , ,fin! -cloo o7 7ravelea way 4 - 1 v4 0 =4_ c( DETAIL 32 ?9._7 m _ - RIGHT EDGELINE EXTENSION THROUGH I � _ � - INTERSECTIONS _ ri _t �- O D © LI 0 G Q "6s TYPE Al TYPE D 'TYPE H DETAIL 27[ rr�t TT �1 t- T-1.6 . Ll I:.1 L .�- T 1 1 RG'rerwf,ec•iv. F¢ --F" 5,41_ i1 4a c €m �i0 9a m�IL'{.-`4S.i9 1� © I� © ; I ! 3.66 m 1. 1 3-66 m 1 [ Ma 0 T -I � ., .. ... .... :. .. .:.. ..1.75 ��, ❑ 0 13 0 ❑ .. ❑ El ..�- 0.92 m�� - _9.^e m DETAIL 33 E ° ca3 aR'°° v m7 7 J" m 7.32 s 7.32_ ,_w, GEPAR tuEI{i aP TR�tf: POR ra TION ova(�� aoo�000�oal�aodo ooclv����co©� SIS PAVEMENT MARKERS AND 0 0000 0000 0 0 0007----_. `� TRAFFIC LINES TYPICAL DETAILS I .-2 m 4 6 M 5_As m -.G6 :?75.49 m JM -S,44 _ n_ i•fi6-'L-, 5.49 m . 0000 0 00010 0000 L3i�_ NO SCALE Ci00000C]C�c70OOflOOfa000Gy4�QOOC}OOOOOfl000c7fl0� LJ_1.6 m ALL DIVERSIONS ARE IR +! L 2 9 m _I 75 MILLIMETERS UNLESS OTHERW75E SNaatt A20B CALTRANS STANDARD PLAN A20B 111illlll IIIII III III- III III- FRONT VIEW 12" ~~ 2611 STRONGBOX METERED ENCLOSURE 9. 0 0 O O C12c(1Tf BRtnYE+LS yypJ 0 00 S. 14) 0? - 0 O 0 11. METER VIEWING WINDOW 2" X 4. 2. HINGED REMOVABLE LID. 12. 3/8" STAINLESS ANCHOR BOLTS. 3. 15 13. STAINLESS MOUNTING BASE IN CONCRETE. 4. L 14. SB-1852SS STAINLESS CUSTOMER ENCLOSURE l� J 6i SIDE VIEW 7C`1 SEM -!NE IRICAT!Orsl T RRA cpNT STRONGBOX METERED ENCLOSURE 9. FINISH GRADE. C12c(1Tf BRtnYE+LS yypJ CUSTOM Stae S. F-la(Jr'/1T TOP VIEW 1. STRONGBOX METERED ENCLOSURE 9. FINISH GRADE. Too W I 45 450 28 58 600 240 ' 7o Joe 0J s .00 375 45 N 4050 3525 iD7 7200 Tie4 + 19 115a 675 cl STAINLESS STEEL NEMA 3R 10. UNDERGROUND SERVICE (PER PLAN) Iq0 Ina MPE-A16-1 OKAIC 1 -800-729-1314. 11. METER VIEWING WINDOW 2" X 4. 2. HINGED REMOVABLE LID. 12. 3/8" STAINLESS ANCHOR BOLTS. 3. METER SOCKET WITH TEST BLOCKS. 13. STAINLESS MOUNTING BASE IN CONCRETE. 4. LOAD CENTER. 14. SB-1852SS STAINLESS CUSTOMER ENCLOSURE 5. LANDING LUGS. 15. TORO SENTINEL IRRIGATION CONTROLLER 6. LANDING LUG COMPARTMENT. 520 PER LANDSCAPE ARCHITECTURAL PLAN & 7. LOAD CENTER COMPARTMENT. ERA BELL 17 SPECIFICATIONS. 8. POURED CONCRETE BASE - 6'r 16. 8" DIA.X 12"DEEP, BOTTOMLESS GROUND WELL ERA BELL 17 MIN. THICKNESS - EXTEND 6" 20/ WITH PARKWAY COVER,FILLED WITH PEA GRAVEL. IRRIGATION CTR BEYOND OUTSIDE DIMENSIONS 580 mm (23") 1 20/ 1P OF ENCLOSURE WITH 1% 17. 5/8" DIA.X10" DRIVEN GROUND ROD 1 SLOPE FOR DRAINAGE. 18. 3/4" CONDUIT WITH 1 -#6 GROUND WIRE. Does Not Apply ESB36-U2-MPEA1610K-OB1-VRA SERVICE METER ENCLOSURE DETAILS 0 100 AMP 120V/240V 1 PH Canstru*t PCC cutoff at f 1 L`- a PLAN A II L� I ( r r mI \.Ionr,m end on i"llf sac Tlon Groove end on ouTler sill T5 Llolit of patmmi I+ for ppa SECTION A -A f i END VIEW MRIBAN Bdiff15PGlrS 0 xE ( A B D I£ SLOPE Too W I 45 450 28 58 600 240 ' 7o Joe 0J s .00 375 45 N 4050 3525 iD7 7200 Tie4 + 19 115a 675 cl flog 600 e } a a 675 _io Iq0 Ina aro 5'0 16.70 1 !820 ;Soo 1195a 102a :730 1650 2-7. PRECAST CONCRETE FLARED END SECTION TYPE A L Construe? PCC curaff woe I rL.aly by Tomo em an Ill saclion. Groove gng an cull section L D- { € i 7 Sr 1a* I I � € of mens Limit a6 Y ear pipe 12v0 SECTION B -B .1 Y END VIEW u)tuTat DarEr.570rt5 E € A B � C 0 Y LSLDPE 300 1 700 J9 550 fi00 630 aha i20 e _ 1340 15ZO u ISTD 11820 1600 r7er7 ID20 2130 1670 2080 € 4 1 1 4571 xzs 45 4 56 600 2 0 790 300 71 9v0 375 81 KTSa 525 90 1200 600 �3 aIsc 675 112 PRECAST CONCRETE FLARED END SECTION TYPE B NOTES 1, COATractar Nas the ppttarl of wing ei uF r Type A ar 8 pr addAl cancra to rcTirn. larad ani] sa 2. C dimonslon varies by Awn.factura and wW pa poll for as At)crete pips. CALTRANS STANDARD PLAN D94B N.T.S STATE OF CAL'POR/AA OEPARTMENT OF TRAIISPMTATIQN CONCRETE FLARED END SECTIONS NO SCALE ALL DIMENSIONS APE 114 u ILLIMETERS UrILE55 OTHERWISE SHOWN y D T.. P 33 PANEL "A" 120/240/10KAIC VOLTS 3 WIRE 50 MAIN BKR. SIZE 1 PHASE 100 BUS AMPS 50 MAIN LUG SIZE REMARK WATTAGE QTY BKR CIR 1 CIR BKR QTY WATTAGE 50 REMARK OA REMARK OA OB ERA BELL 17 520 Th)ckness Taper 5 20/ 2P 1 LTG WATTAGE 51D r (20'7 x 2 20/ 2P 5 OA 520 ERA BELL 17 No Extension 390 mm ( 15%11 260 mm ( ID/N") ERA BELL 17 5 mm mm 1.5-1 520 3 4 520 ERA BELL 17 ERA BELL 17 20/ 1 IRRIGATION CTR 50 580 mm (23") 1 20/ 1P 5 6 20/ 1P 1 4 100 CONTROL Does Not Apply ERA BELL 17 CONTROL 100 1 20/ 5 6 7 8 50 ,IRRIGATION CTR this Is Improcticat a box may be placed in another suitable protected and sign lighting circuits. 1P 2) "STREET LIGHTING' Street arta/or sign lighting circuits where no voltage DEPARTMENT OF TRANSPORTATION TOTAL 1 570 1 520 CONNECTED LOAD (VA) 2230 25% LCL VA 558 ADJUSTED TOTAL 2788 PANEL "B" 520 620 TOTAL LONG CONTINUOUS LOAD VA 2230 ADJUSTED TOTAL AMPS 11.6 120/240/10KAIC VOLTS 3 WIRE CONCRETE OR NONA CC COVERS 50 MAIN BKR. SIZE 1 PHASE 100 BUS AMPS 50 MAIN LUG SIZE REMARK WATTAGE QTY BKR CIR Th)ckness Taper Toper CIR BKR LTG WATTAGE 51D r (20'7 x REMARK OA 0 OA OB 8mm No Extension 390 mm ( 15%11 260 mm ( ID/N") 30 mm 11 %K'9 5 mm mm 1.5-1 No. 5 25 mm f") 560 mm 122"7 710 mm (28'7 460 mm n8"1 8mm Is%j, "1 ERA BELL 17 520 5 20/ 1 2 20/ 4 580 mm (23") 416 ERA BELL 17 ERA BELL 17 520 2P 3 4 2P 416 Does Not Apply ERA BELL 17 CONTROL 100 1 20/ 5 6 20/ 1 50 ,IRRIGATION CTR this Is Improcticat a box may be placed in another suitable protected and sign lighting circuits. 1P 2) "STREET LIGHTING' Street arta/or sign lighting circuits where no voltage DEPARTMENT OF TRANSPORTATION 1P SIGNALLIGHTING AND , 3) "STREET LIGHTING - HIGH VOLTAGE" Street and/or sign lighting circuits B where vatoge I5 above 60o v. PULL BOX DETAILS 4) "SERVICE" Service circuits bewteen service point and service disconnect. 7 8 systems of measurement: IntgrrwIlona System of Units(o- "metric') and United States Standard Measures shown n the parentheses ().The measurements expressed in the two systems are not necessarily equal or Interehorgeabe. See the "Foreword" at the 6) "IRRIGATION" C€rcu€ts toirri tion controller 120 V or more. 9a TOTAL 620 520 O NO SCALE ES -8 416 456 TOTAL CONNECTED LOAD (VA) 2012 LONG CONTINUOUS LOAD VA 2012 25% LCL VA 503 ADJUSTED TOTAL 2515 ADJUSTED TOTAL AMPS 10.5 UNDERGROUND 120/240V �120V (A-6 OR B-5) INCOMING LINE 10 BY SCE_ 3W ELECTRONIC TIME SWITCH [PANEL "A7 METER M AUTO 0 I---� (CKT 1,3) ERA LIGHTS ��---� HAND OFF AUTO o -i (CKT 2,4) ERA LIGHTS��► © =LIGHTING CONTACTORS LA O rYNola -sown LO bolT� Litt hob � Pull box reinforced with LI 3 galvanized z - Dar -� retried frame 120/240V 1.0 3 W I > > U O O Q �Q 1`0 2P, 240V 50 A ERA BELL 17IRR6TION CW CONTROL DWNSION TABLE *.Excluding conduit web 3(3f Top dim -,- Reinforced 12 mm 11/2) Min steel piste cover galvani2ed / otter tabrication. ,i' TOP VIEW ee rare 4. DIMENSION TABLE CONCRETE BOX NON -PCC BOX CONCRETE OR NONA CC COVERS Pull Mtnimlmn Depth Minimum * Pull Minimum * * Minimum Depen 10) "CALTRANS" On all Dub boxes, except Dur boxes "SPRINLER-CONTROL'. C Bonding Edge Edge Box Box ala LO Thickness WO Thickness Box arid L** M ** R Th)ckness Taper Toper Extension PCC 300 mm I p") 530 mm (20 Ys") t 370 inn ( NI/2") t 270 mm t 25 mm 430 mm 4 25 mm' Extension 51D r (20'7 x 350 mm ( 133'4") t 150 mm No. 3%2 25 mm ( I") No Extension SL) mm 120") 360 mm (14'9 8mm No Extension 390 mm ( 15%11 260 mm ( ID/N") 30 mm 11 %K'9 5 mm mm 1.5-1 No. 5 25 mm f") 560 mm 122"7 710 mm (28'7 460 mm n8"1 8mm Is%j, "1 Sq mm 120") 590 mm 1231/i') 750 mm (13;'j 9 32 mm t i'/�') 50 mm 12") 3 mm l /g"1 No. 6 40 mm (1'/ ") 600 mm (24") 9q mm 1367 580 mm (23") b mm ( "1 Sp mm (20") 780 mm (308/7") 450 mm (17 "] 32 mm ! IIA') 50 mm f2'7 3 mm (/g) *.Excluding conduit web 3(3f Top dim -,- Reinforced 12 mm 11/2) Min steel piste cover galvani2ed / otter tabrication. ,i' TOP VIEW ee rare 4. DIMENSION TABLE ERA BELL 171 -13 mm 1 I/z) Top flush Galvanized Z bar ^engTr, sleeve th finished ended f atle .. ort 7th grade Pull brass bat box 10) "CALTRANS" On all Dub boxes, except Dur boxes "SPRINLER-CONTROL'. C Bonding R Edge Edge jumper, See Extension Thtekness Extension �^ _- Note 5 Thickness Toper n PCC 300 mm I p") 530 mm (20 Ys") t 370 inn ( NI/2") t 270 mm t 25 mm 430 mm 4 25 mm' Does Not Apply 51D r (20'7 x 350 mm ( 133'4") t 150 mm None 51 'TMS" Traffic monitoring station circuits. - E - ERA BELL 171 6 )Miry dl around E 80 mm (3'7 Min, .1 + - 'ate Clean crushed all or Gun, ' Grounding bushing rock sump SECTION A -A No. 31/2(T), No. 5(T) AND No. 6(T) TRAFFIC PULL BOX TO L r F R - See Note 2 A11 (� a =_, ---= pm II II ` N b mm l3/s'7 g Brass or stainless Steel I /� / Letters to be stud bolts, nuts I1 1 / 25 mm ( 1" Min to and washers, I / Lift holes 75 mm (3") Max high, o 2 per box. Recess See Note 4. In cover fr nut. TOP VIEW 12 mm f i�"1 Min Bonding jumper- -Grounding bushing 20 mm ( '1 Mox Lip Grade. See Note 3 e C✓L�- � ti--- See Nafe 2 � -Grout o Secure bonding jumper to ground bushings Seal Ground conduit with mortar ExtensionExtension when box Houses 150 mm J- transformer, ballast, or 16'9 Min when specified. Ground Clean crushed rock sump clump-\- Ground rod when specified or when box houses transformer SECTION B -B INSTALLATION DETAILS NOTES ON PULL BOXES CONCRETE BOX NON -PCG BOX STEEL COVERS footing. Steel cover shall have embossed non-skid pattern. Pur Box Minimum * Minimum DepthMinimum Box and LO WO L I W Im""m * * Depth 10) "CALTRANS" On all Dub boxes, except Dur boxes "SPRINLER-CONTROL'. C ** R Edge Edge Thickness Extension Thtekness Extension t3) "TOS POWER" TOS power. pull boxes shown In the vicinity of curbs shall be placed adjacent Thickness Toper No. 31/2(7) 40 mm ( 1 %2) 300 mm I p") 530 mm (20 Ys") t 370 inn ( NI/2") t 270 mm t 25 mm 430 mm 4 25 mm' Does Not Apply 51D r (20'7 x 350 mm ( 133'4") t 0 13 mm (+1/27 None 51 'TMS" Traffic monitoring station circuits. 4, Pull Dox covers snot De markka as fotows: (;;;,.%l 10�'r" ± I'7 17 ± r9 a No. 3 1/z pull box, 18) HAR" Highway advisory radio circuits. ' 0 "SIGNAL' Traffic signal circuits with or without street and/or sign No. 5 IT) 45 mm (IY4) 330 mm t 25 mm 600 -I t 300 mm (12"1 750 mm (29+/2) t 480 mm 1191 t Wen Does Not Apply 690 m(27') t 410 mm (16'9 t 0 13 mm (I/29 None 7. AL covers and boxes Sher be interchangeable with California standard male dis,omecT. 113'• t r7 f 23'/2' 3 r'7 -- - gage, the top surfaces shat be flushed within 3 mm (1/e')- Top outside 41 "SPR IN LER-CONTR" Sprinkler control circuits. 50 V or less. etlge of all concrete covers and pull boxes shall have a 6 mm all No. 6 (T) 50 mm (2") 300 mm ( 72"1 900 mm (35%2') t 600 mm (231/2') t 470 rye t 25 mm 760 mm 4 25 mm Does Not Apply 840 mm (33'7 t 510 mm (20') t 0 13 mm (I/2) None 1 1 (17" t r9 13a, i "1 shill be placed adjacent to back of curb or edge of shoulder except where D "TRAFFIC SIGNAL" Traffic signal circuits with or without street and/or this Is Improcticat a box may be placed in another suitable protected and sign lighting circuits. 6 )Miry dl around E 80 mm (3'7 Min, .1 + - 'ate Clean crushed all or Gun, ' Grounding bushing rock sump SECTION A -A No. 31/2(T), No. 5(T) AND No. 6(T) TRAFFIC PULL BOX TO L r F R - See Note 2 A11 (� a =_, ---= pm II II ` N b mm l3/s'7 g Brass or stainless Steel I /� / Letters to be stud bolts, nuts I1 1 / 25 mm ( 1" Min to and washers, I / Lift holes 75 mm (3") Max high, o 2 per box. Recess See Note 4. In cover fr nut. TOP VIEW 12 mm f i�"1 Min Bonding jumper- -Grounding bushing 20 mm ( '1 Mox Lip Grade. See Note 3 e C✓L�- � ti--- See Nafe 2 � -Grout o Secure bonding jumper to ground bushings Seal Ground conduit with mortar ExtensionExtension when box Houses 150 mm J- transformer, ballast, or 16'9 Min when specified. Ground Clean crushed rock sump clump-\- Ground rod when specified or when box houses transformer SECTION B -B INSTALLATION DETAILS NOTES ON PULL BOXES I. Traffic pull box Shall be provided with steel cover and special concrete 8) "COUNT STATION" Count and/or speed monitor circuifs. a footing. Steel cover shall have embossed non-skid pattern. CATION' Counication circuits_ 9) "COMMUNICATION" r Nmm Steel reinforcing shat be as regularly used in the standard Products 2. an ng rola- Y of the respective manufacturer. 10) "CALTRANS" On all Dub boxes, except Dur boxes "SPRINLER-CONTROL'. C t r f with surrounding rode or of 3. Top o Du boxed shot be lush su ountl g op I I) "TELEPHONE" Telephone service. Z areas where pull box net adjacent curb. except that in r to ted ti tmmeaately adjacent to and protected by a concrete foundation, pale or other protective construction, the box shall be placed with 12) "TOS COMMUNICATIONS" TOS comnnunicotlons trunk Rne, CA Its top 30 mm (01q') above surrounding grade. Where practicable, t3) "TOS POWER" TOS power. pull boxes shown In the vicinity of curbs shall be placed adjacent to The back of curb, and pull boxes shown odjacent to standards N)"TDC POWER" Telephone demarcation cabinet power, y shall be paced on side of foundation facing away from traffic, unless otherwise noted. When pull box is installed in sidewalk area. the I5)"CCTV" Closed circuit television circuits. depth of the PIA box shall be adjusted so that The top of the pull box Q is flushed with the top of the sidewalk. 51 'TMS" Traffic monitoring station circuits. 4, Pull Dox covers snot De markka as fotows: 17) "CMS" Changeable message sign circuits. wQ a No. 3 1/z pull box, 18) HAR" Highway advisory radio circuits. ' 0 "SIGNAL' Traffic signal circuits with or without street and/or sign 5. Bonding Jumper tar metal covers shall be I m (40'9 long, minimum. Z fighting circuits. 2) "ST LIGHTING" Street and/or sign lighting circuits where no voltage 6. The nominal dimensions of the opening in which the cover sets shall be the some as the cover dimensions except the length and width dimensions is move 600 V. shall be3 mm (1/e'9 greater. IT 3) "SERVICE" Service circuits between service points and service 7. AL covers and boxes Sher be interchangeable with California standard male dis,omecT. antl female gages When interchanged with a standard male or female 1 gage, the top surfaces shat be flushed within 3 mm (1/e')- Top outside 41 "SPR IN LER-CONTR" Sprinkler control circuits. 50 V or less. etlge of all concrete covers and pull boxes shall have a 6 mm all minimum radius. 51 "CALTRANS" On aX pull boxes, except pull boxes marked "SPRINKLER-CONTR". 8. Pull boxes shall not be installed within the boundaries of new or existing curb ramps. 63"TELEPHONE" Telephone service. b) No. 5, G. 9 or 9A pull boxes 9. Pull boxes for electroliers and signal standards shah be located at the same station 1.5 m 159 as the adjacent electromer or signal standard. Pull boxes shill be placed adjacent to back of curb or edge of shoulder except where D "TRAFFIC SIGNAL" Traffic signal circuits with or without street and/or this Is Improcticat a box may be placed in another suitable protected and sign lighting circuits. accessible location. STATE OF CALIFORNIA 2) "STREET LIGHTING' Street arta/or sign lighting circuits where no voltage DEPARTMENT OF TRANSPORTATION Ie above Goo V. SIGNALLIGHTING AND , 3) "STREET LIGHTING - HIGH VOLTAGE" Street and/or sign lighting circuits ELECTRICAL SYSTEMS where vatoge I5 above 60o v. PULL BOX DETAILS 4) "SERVICE" Service circuits bewteen service point and service disconnect. These "Standard Pians for Construction of Local Streets and Roaas" contain units in two 57 "SPRNakLER-CONTROL" Sprinkler canard circuits. 50 V or less systems of measurement: IntgrrwIlona System of Units(o- "metric') and United States Standard Measures shown n the parentheses ().The measurements expressed in the two systems are not necessarily equal or Interehorgeabe. See the "Foreword" at the 6) "IRRIGATION" C€rcu€ts toirri tion controller 120 V or more. 9a beginning of This pubilcation. 7) "RAMP METER" Ramp meter circuits. O NO SCALE ES -8 CALTRANS STANDARD PLAN ES -8 RECORD DRAh//N6)