Loading...
HomeMy WebLinkAbout5445REF-32BEXR A1 V 1BEXR "16 25 "16 IMN •16 •16 15 "16 15 •16 1MB •16 12 •16 12 •16 T133-10U1-ISL2- °t6 zz ROR n TB3-9 U1-ISL2+ •ls �F �OeF + ,�F Ul-STBY+ bCF `�+ + + TB2-14 J MN J X X TB2-13 BEXR m m z E 1BEXR- 500 2BEXR 2BEXR N " N -. N TB3-11 lE 016 m n N V_ 2BEXR- TB3-13 1n N 1n Ln 2BEXRN I 2BEXRN MDSA-2A MD R1 R2 Tl T2 I m LD m O7 1 + I a I Tl T2 R1 R2 MD jE 31E HWD 417 D] TRK. Rl R2 Tl T2 I ~ ~ ~ ~ _ 1 + BATT. i 1 O _ I 1 T2 Rl R2 TRK. MB HWDPR HWDPR r.�p, 1 1 2 •16 co m 1f7 m m `O1F `OOF a+ m � °+' + + t ¢ ;- + m z + m N N MN HWDPRN HWDPRN m cn + (D I1t a 3 3 3 3 m z F- t Cc llf L~f] If] B m LID m m 0 25 M •16 y + + "6 (I "6 N Ifl CD Q TO BEECH AVENUE TO BEECH AVENUE TO 0 BEECH AVENUE I TO TRACK I BEECH AVENUE 0 T < MAIN TRACKS S. SIDING N. SIDING MP 47.10 1 & 2 DOT" 026 148 G TO BEECH AVENUE PUC° 2-90.7 TO CITRUS AVENUE YARD TRACKS r HWD CABLE X(E) I ------------ ----- -- -- ---- ---- -------------------------------------------------------------- HTO YARD L i --------� I SHEET 2 OF 8 ago 970 Ieee' \\247-10 N 15' 8 NBS(2) HZZ Z 4" _ CABL---_-I z m 970 HZ N ID N NBS(2) N NBS-2 211 HZ a ~ i a 430 HZ M I I - y+l + I + I d I j I - u + i i NBS(2) + NBS(2) W 211 HZ 970 HZ F- I m? r I 970 HZ _ NBS(2) I (n I + I I u N I N I I I u0-1 caIL� a I 15' 0 - E E \\ �1I2'/'U. o \ ' Va+6 PE - ! R \ \ �,---------------CIDI e U i 32' I I n ZBBR c I RZLBB AU SP -20-2A L---------------------------------------------------------------------I m -illill'i illilli� III ZBBR B 1BX1 BX1 PE 3 COND HXP-3R2 UNIT1 8 • 7 437 38 TCI -I 40 10 + - TC2-1 21 22 CX110 + - 19 20 +• ®- +8 •- +® ®- 27 31 32 33 34 35 36 TCl-2 ZN3 30 • • - TC2-2 39 40 24 CHU7. 6 1BEXR 1BEXR 1 m ZN R OA - MS -2 TRK 1 9 ISL2 10 t� AUX ry - AX1 AX2 AX3 TRK 2 m z TO TRACK 1= 211 -RSI HZ DISABLE T2-2 25 28 23 CL a a o_ 3 33 3 z z DISABLE MDR 970 -RSI HZ 970 -RSI HZ A X •16 \\A;U TRK 1 DISABLE TRACK 2 = 211 -RSI HZ MS -1 Rl-1 R2-1 2AUXN ISLI " u B12 N12 u R5485 N a RI -2 R2-2 R1 R2 TRK. BARE HARD DRAWN COPPER, L W L SS CABLES 3 5 8 Tl -1 T2-1 11 12 13 15 17 18 16 14 43 1 2 Tl -2 MDSA-2A MD R1 R2 T1 T2 Tz-2 25 28 z3 2AUXN UNI 2 18EXRN 1BEXRN R1 R2 MD ]IE 11E 37 38 6 UNIT 1 9 + - 21 22 19 20 + +0 ®- 26 33 34 29 + TCI -2 TC2-2 �F �OeF + ,�F Ul-STBY+ bCF `�+ + + TB2-14 J MN J X X TB2-13 BEXR m m z E 1BEXR- 500 2BEXR 2BEXR N " N -. N TB3-11 lE 016 m n N V_ 2BEXR- TB3-13 1n N 1n Ln 2BEXRN I 2BEXRN MDSA-2A MD R1 R2 Tl T2 I m LD m O7 1 + I a I Tl T2 R1 R2 MD jE 31E HWD 417 D] TRK. Rl R2 Tl T2 I ~ ~ ~ ~ _ 1 + BATT. i 1 O _ I 1 T2 Rl R2 TRK. MB HWDPR HWDPR r.�p, 1 1 2 •16 co m 1f7 m m `O1F `OOF a+ m � °+' + + t ¢ ;- + m z + m N N MN HWDPRN HWDPRN m cn + (D I1t a 3 3 3 3 m z F- t Cc llf L~f] If] B m LID m m 0 25 M •16 y + + "6 (I "6 N Ifl CD Q TO BEECH AVENUE TO BEECH AVENUE TO 0 BEECH AVENUE I TO TRACK I BEECH AVENUE 0 T < MAIN TRACKS S. SIDING N. SIDING MP 47.10 1 & 2 DOT" 026 148 G TO BEECH AVENUE PUC° 2-90.7 TO CITRUS AVENUE YARD TRACKS r HWD CABLE X(E) I ------------ ----- -- -- ---- ---- -------------------------------------------------------------- HTO YARD L i --------� I SHEET 2 OF 8 ago 970 Ieee' \\247-10 N 15' 8 NBS(2) HZZ Z 4" _ CABL---_-I z m 970 HZ N ID N NBS(2) N NBS-2 211 HZ a ~ i a 430 HZ M I I - y+l + I + I d I j I - u + i i NBS(2) + NBS(2) W 211 HZ 970 HZ F- I m? r I 970 HZ _ NBS(2) I (n I + I I u N I N I I I u0-1 caIL� a I 15' 0 - E E \\ �1I2'/'U. o \ ' Va+6 PE - ! R \ \ �,---------------CIDI e U i 32' I I n ZBBR c I RZLBB AU SP -20-2A L---------------------------------------------------------------------I m -illill'i illilli� III ZBBR B 1BX1 BX1 PE 3 COND '6 U.G. 1 BX110 2 CX110 3 4 vi p] 3S 184 AH ZNNR v 3 TO TRACK TO TRACK B 4 COND °14 U.G. 1 ZN1 2 ZN1 3 ZN3 4 ZN3 „ ¢ n4 I 'n o I _ _ u w i m U2-ISL1+ acr HWDR o a a o TB3-4 z z z z wIL a '2 Z2 Z1 U2-ISL1- Y S S i w I ZN3 ZN4 82n ZLAA �� 35 ,� TB3-3 ,� MDR/XRl+ TB3-2 X(E) 12 COND "14 U.G. LN C) G C) 1CX 2 4 CX 1BEXR 2 1BEXRN 3 2BEXR m ZLNN 5 HWDPR 6 HWDPRN 7 m ZN R OA - "6 9 29 10 •s `m m m z 3 5 8 T1-1 MS -1 R1-1 R2-1 m h T2-2 25 28 23 CL a a o_ E F 2 I �' I ZN1 z[ZT2 z z 1= 2 = 970 -RSI HZ 970 -RSI HZ MS -2 TRK 1 DISABLE 2AUXN a 3 ELECTRODES TO BE °6 -4 OUADED TRK. R1 R2 T1 T2 I - I + I N a I T1 R1 R2 TRK. BARE HARD DRAWN COPPER, L W L SS CABLES SG 47.10 SH. 1 z O1 MOUNTED IN DETECTOR NiU. __� Z5 82n ZB E ET MDSA-2A MD R1 R2 T1 T2 1 + BATT. i I m z F F O I Tl T2 R1 R2 MD ]IE 11E „ ¢ n4 I 'n o I _ _ u w i m U2-ISL1+ acr HWDR o a a o TB3-4 z z z z wIL a '2 Z2 Z1 U2-ISL1- Y S S i w I ZN3 ZN4 82n ZLAA �� 35 ,� TB3-3 ,� MDR/XRl+ TB3-2 X(E) 12 COND "14 U.G. 1 1BEXR 2 1BEXRN 3 2BEXR 4 2BEXRN 5 HWDPR 6 HWDPRN 7 +0 e- 8 26 9 29 10 AL 11 12 I 3 I I I O HXP-3R2 UNIT 2 V O N F - i - I a 03 I -vvv- �r �/ U2-ISL2- U2-STBY+ TB3-1 6 9 + - +0 e- 43 26 U2-ISL2+ TB3-5 TB2-16 29 + AL O R 3 a 07 C4 I 3 I I I O HXP-3R2 UNIT 2 3 5 8 T1-1 MS -1 R1-1 R2-1 T2-1 11 12 13 15 17 18 16 14 1 2 T1-2 ISLI B12 T2-2 25 28 23 SEE G 4 2 I �' I ZN1 ZN - + Z TRACK TRACK 1= 2 = 970 -RSI HZ 970 -RSI HZ MS -2 TRK 1 DISABLE 2AUXN ISL2 •- ry N12 3 3 '-' u AUX N - 3 3 U w AXI R5485 AX2 AX3 R1-2 R2-2 TRK 2 MDR DISABLE SG 47.10 SH. 1 z I 500 0 4 37 38 TCl-I UNIT 1 TC2-I 21 22 19 20 31 32 33 34 35 36 TCI -2 TC2-2 39 40 24 NXC I I lE �3E O ® 7 l0 + - + - +® O- +® ®- +® ®- 27 30 ® ® - Yz �d wm .____________J REV. 3 w RACO MODEL 514-1 U2-ISL2- U2-STBY+ TB3-1 C U2-ISL2+ TB3-5 TB2-16 MDR/XR1- O R r _= TB3-6 REFERENCE 2AUXN a w 2AUX TO MDR 0 UNIT 1 [3 -DENOTES MDA II CONNECTION ONLY a z ow sG 47.10 INDEX N0: RS -03 un wm REV. REVISION DESCRIPTION DATE ENGR. CITY DATE PREPARED UNDER THE SUPERVISION OF: CITY OF FONTANA, CALIFORNIA Q �� SHOULD CONSTRUCTION OF THE REQUIRED pgOFE83IOM44 • GRADE CROSSING PEDESTRIAN IMPROVEMENT PROJECT JF D�T IMPROVEMENTS NOT COMMENCE WITHIN TWO Poo FEpA PU' o �vwvwwn ISSUED FOR BID YEARS OF THE DATE OF APPROVAL SHOWN HEREON `� c c v w • n �� '" �1 PACIFIC RAILWAY ENTERPRISES, INC. z w �� SAN BAG DRAWN BY: R. TORRES SG 46 50 SCALE: AS sHlowN * xa E1/tN * "' WORKING BEFORE_08— C&n� 0 8 - 31- 2 16 AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE SIGNAL CIRCUIT PLAN SH. 1 OF 8 DESIGNED SY: DATE: �m • • • • " U DIG 27-2600 PLANS TO BRING THEM INTO CONFORMANCE WITH v '+IF �' F e Date : y�2y �� J. POSTIER 08/31/16 CHECKED BY: APP OVE B . DRAWING NO.:03 om STANDARDS IN EFFECT. °F t41tF� JENNIFER PURCELL, DATE. �3 �7 az A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT .E. J, PURCELL CI ENGINEER R.C.E. 51152 5445 8