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Home My WebLink About2091-A-T-5NOTE : ALL CONDUCTORS EXISTING HAVIING BEEN PULLED IN PREVIOUS CONSTRUCTION AT SWC E X. R /W r- - i 410' TO :D X—WALK— r — — -i L. —L�j F.O.C. (FUT) - 12"W -- CONDUCTOR 41§U SCHEDULE 10' _-j I- I 3: P.P.B. CIRCUIT FA FA Uq owl I 14' 0 it 0 VEH -j PED PHASE <1 B. C. R. 8 00 1-1 /2"C,2 -DLC STANDARD PLAMLENT 0 L j XI 15) 200WHPS Ell r-4- 8� Ll I '71 41 SP -1-T SEE @ L- 5. PULLBOXES ADJACENT TO POLES SHALL INCLUDE EXTENSIONS EXIST r 11) LO 3: # - oo7 Oil . C xi 'r - SP -1 -T 6 B TOTAL OF 2 REQUIRED. Lj 8J61- "14." 0 15 0) MA SP -1-T SEE HILL BL EXIST EXIST 18" Steel sleeve nut 4" length 4) 1-A -1 0 11 1 1 L TV -2–T – 6. SEE STRIPING PLAN FOR STRIPING AND SIGNING DETAILS. B EXIST min. (Total to 30' 551 15 s 200WHPS SV -1-T 2 MAS SP -1-T 8 B MULBERRY AVE ry (N) (R) 7. THE SIGNAL SHALL BE MAINTAINED IN OPERATION, EXCEPT CONSTRUCTION NOTES (N) Threaded stud and anchor bolts shall thread into sleeve nut a Li I -A 10" FOR APPROVED SHUTDOWN TIMES FOR CHANGEOVER. SP -1-T 3/4"x18* Anchor bolts thread 6* with 2nuts and min. of 1-1/2" M 2#.59 (R) TEMPORARY WRING SHALL BE USED IF NECESSARY. F11 REMOVE FOUNDATIONS COMPLETE AT LOCATIONS 2 washers each. Length does not Include 2" or 4" 115$ 112' 1/ 12' 12 14$ 12' 1,/ 12$ 15' 19-3-80 8. REUSED SIGNAL HEADS AND HARDWARE TO BE REPAINTED. 15' 200WI-iPS SV -1-T 2 MAS SP -1-T F 7 FOOTHILL BL 90*bend (Total 4). EXIST FRAMEWORK TO BE MODIFIED AS NECESSARY. 2 RELOCATE R73-2 TO NEW POLE (3) See ES -8A for notes other details and dimensions. TV -2–T Sp -1–T 4 B A EXIST 90 PPB POST WHEELCHAIR RAMP BY OTHERS FOUNDATION FOR TYPE 1 -A STANDARD 4/6 B (N) = NEW (M) MODIFY (R)= REUSE INSTALL TENON FOR PHASE 4 HEAD AT 12' FROM END OF ARM. INSTALL 3 SECTION 12" HEAD ADD ONE 3 SECTION 12" MAS. MODIFY FRAMEWORK AS REQUIRED INSTALL TENON ON THE MAST ARM PER ES -6S DETAIL S -SIDE NO SCALE TENON. CONTRACTOR TO PROVIDE FIELD GALVANZATION. Milt Vmmmwa 12, A -'417U 15' EXIST. DUAL TYPE III PEC F5 IN -STALL oPTICOM DETECTORS EQUIPMENT ON MAST ARM AND CONTROLLER CABINET AS NOTED. NOTE : ALL CONDUCTORS EXISTING HAVIING BEEN PULLED IN PREVIOUS CONSTRUCTION AT SWC E X. R /W r- - i 410' TO :D X—WALK— r — — -i L. —L�j F.O.C. (FUT) - 12"W -- GENERAL NOTES 1. ALL NEW WORK TO CONFORM TO SECTION 86 CALTRANS STANDARD SPECIFICATIONS DATED JANUARY 1992, AND CAL -TRANS STANDARD PLANS DATED JULY 1992. 2. EXACT LOCATION OF POLES, PULLBOXES AND DETECTOR I I r I I LOOPS 10 tit APPROVED BY IHE ENGIN R PRIOR TO ri Li START OF CONSTRUCTION. S. C. E. VAU LT THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION _j 416L (SERVICE POINT) -3- 3/4"x6" Galvanized full OF ALL UNDERGROUND FACILITIES AND PROVIDE PROTECTION threaded stud (Total 4� Li I PRIOR TO AND DURING CONSTRUCTION. CONTACT ALL UTILITY CN COMPANIES 48 HOURS BEFORE EXCAVATING. r IOR 6p 06 01 06p 04P AL 4– d6 5n & 06 4 02 014– 4. 4 98P 01 & 05 9(5 02 & 06 04 & JOB 92 02P4– — 02 & 05 STEADY DEMAND SEQUENCE TRAFFIC PHASE DIAGRAM Mortar Finish Grade 1 1/2" Max. ll> N> < 41§U 8— 10' _-j I- I 3: P.P.B. 8U 4. CONDUIT RUN /'2\.IIN STALLED ON A PREVIOUS CONTRACT. I 14' 0 it 0 VEH -j PED PHASE <1 B. C. R. 8 00 1-1 /2"C,2 -DLC STANDARD PLAMLENT 0 L j XI 15) 200WHPS Ell r-4- 8� Ll I GENERAL NOTES 1. ALL NEW WORK TO CONFORM TO SECTION 86 CALTRANS STANDARD SPECIFICATIONS DATED JANUARY 1992, AND CAL -TRANS STANDARD PLANS DATED JULY 1992. 2. EXACT LOCATION OF POLES, PULLBOXES AND DETECTOR I I r I I LOOPS 10 tit APPROVED BY IHE ENGIN R PRIOR TO ri Li START OF CONSTRUCTION. S. C. E. VAU LT THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION _j 416L (SERVICE POINT) -3- 3/4"x6" Galvanized full OF ALL UNDERGROUND FACILITIES AND PROVIDE PROTECTION threaded stud (Total 4� Li I PRIOR TO AND DURING CONSTRUCTION. CONTACT ALL UTILITY CN COMPANIES 48 HOURS BEFORE EXCAVATING. r IOR 6p 06 01 06p 04P AL 4– d6 5n & 06 4 02 014– 4. 4 98P 01 & 05 9(5 02 & 06 04 & JOB 92 02P4– — 02 & 05 STEADY DEMAND SEQUENCE TRAFFIC PHASE DIAGRAM Mortar Finish Grade 1 1/2" Max. ll> N> < X W 8— 10' _-j I- I 3: P.P.B. 8U 4. CONDUIT RUN /'2\.IIN STALLED ON A PREVIOUS CONTRACT. I 14' 0 it 0 VEH M.A. PED PHASE <1 B. C. R. 8 FA—B 1-1 /2"C,2 -DLC STANDARD PLAMLENT 0 L j 10 15) 200WHPS Ell r-4- 8� Ll I '71 41 SP -1-T SEE @ L- 5. PULLBOXES ADJACENT TO POLES SHALL INCLUDE EXTENSIONS EXIST r 11) LO 3: # - oo7 Oil . C xi 'r - SP -1 -T 6 B TOTAL OF 2 REQUIRED. Lj 8J61- "14." 0 15 0) MA SP -1-T SEE HILL BL EXIST EXIST 18" Steel sleeve nut 4" length 4) 1-A -1 0 11 1 1 L TV -2–T – 6. SEE STRIPING PLAN FOR STRIPING AND SIGNING DETAILS. B EXIST min. (Total to 30' 551 15 s 200WHPS SV -1-T 2 MAS SP -1-T 8 B MULBERRY AVE ry (N) (R) 7. THE SIGNAL SHALL BE MAINTAINED IN OPERATION, EXCEPT CONSTRUCTION NOTES (N) Threaded stud and anchor bolts shall thread into sleeve nut a Li I -A 10" FOR APPROVED SHUTDOWN TIMES FOR CHANGEOVER. SP -1-T 3/4"x18* Anchor bolts thread 6* with 2nuts and min. of 1-1/2" M 2#.59 (R) TEMPORARY WRING SHALL BE USED IF NECESSARY. F11 REMOVE FOUNDATIONS COMPLETE AT LOCATIONS 2 washers each. Length does not Include 2" or 4" 115$ 112' 1/ 12' 12 14$ 12' 1,/ 12$ 15' 19-3-80 8. REUSED SIGNAL HEADS AND HARDWARE TO BE REPAINTED. 15' 200WI-iPS SV -1-T 2 MAS SP -1-T F 7 FOOTHILL BL 90*bend (Total 4). EXIST FRAMEWORK TO BE MODIFIED AS NECESSARY. 2 RELOCATE R73-2 TO NEW POLE (3) See ES -8A for notes other details and dimensions. TV -2–T Sp -1–T 4 B A EXIST 90 PPB POST WHEELCHAIR RAMP BY OTHERS FOUNDATION FOR TYPE 1 -A STANDARD 4/6 B (N) = NEW (M) MODIFY (R)= REUSE INSTALL TENON FOR PHASE 4 HEAD AT 12' FROM END OF ARM. INSTALL 3 SECTION 12" HEAD ADD ONE 3 SECTION 12" MAS. MODIFY FRAMEWORK AS REQUIRED INSTALL TENON ON THE MAST ARM PER ES -6S DETAIL S -SIDE NO SCALE TENON. CONTRACTOR TO PROVIDE FIELD GALVANZATION. 12, A -'417U 15' EXIST. DUAL TYPE III PEC F5 IN -STALL oPTICOM DETECTORS EQUIPMENT ON MAST ARM AND CONTROLLER CABINET AS NOTED. ---------------------- EX. EDGE LINE r i 1198' TO _j L X- - WAL� -t- CI ^0 EX. R/W SCALE 1 At = 20' R. IF WWI Too 4`14 No. 31694 Exp. 12-31-92 V I C A 60V EX. 1-1 /2 $0C, 1 DLC S.W. EASEMENT R/W /31 171 i� r--1 �08P \_1 A A 7:.:4�4'tk, \ � 'k — A A 10i 08'/ EXISTING TYPE III -CF SERVICE --V /4\ I - A "i o. A EXISTING TYPE 170 CONTROLLER 1. J L J /2 L A /1\ - E < \104 L 1 IN TYPE 332 CABINET X. 2"C9 1 DLC 08 L 3"G 06P 06 1 1-1 ;M - - - - - - - - - - - - - - 3--� - - --- F. 0. C. (FU T) te- -'V EX. 2#'C, 2DLC�� T-1 06 N, a I tpC 061 2 U 12"W 12"W 12"W 12"W 12"W \yj 12"W 12"W EX. E.P. ------------------------------------------- ------------- -------------- EX. EDGE LINE 205' TO T- I- T J L-1 X -WALK r-1 06 R73-2 L A L --J IN T L J - - - - - - - - - - - - - Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - -- - - - - - - - - - - - - - - - A - -- V r n r -1 r r -1 r -.T 'r n --3 6+30 5+00 0) 30 10, F007HILL ULBERRY 00 04 r- 7) 1 1 r- 5' 11 1 �71 n4- - — Lo -LT- - - - - - - - - - - Z.11 11 - - - - - - - - - - - - - - - - - - - - - - - -- - - - - ----- I- - - - - - - - - - - - - - - - - - - - r- 11 1 2 110, CINI R73-2 L -L\ -.1.j D 5 1 2 ------------ 1 It 11 LO EX. EDGE LINE 2t EX. E.P. 71 TI I — - - - - - - - — - - - - - - - - W1. -1 6)$W 69p 110', 6"W 61rw 6 W L 1\" I I I LO C14 C-4 1) 'g.", 2 r - - -i "C' -EX. 1-1/2 L J, PROPOSED C&G 2DLC 01 AB 02 K- 00 00 02 3 SIDEWALK �EX71 1/2"C, 3DLC V , Arrr 2P/// / 441 04M* 1�4-,- 0- 4 04A 04 A N PROPOSED R/W FOOTHILL BLVD \11, RDIDTHILL BLVD MATCH LINE SEE BELOW RIGHT �k% I T kil 1 30' A S.W. EASEMENT .5' L -j 00 t — q DRIVEWAY LO 00 Z 1-1 /2"C,1 -DLC 8J6 Lij '-----5' S.W. EASEMENT LO EXIST. R/W GL D /W 10 00-01 LiJ M __j :D EXISTING E.P. 12' 12' EXISTING E.P.-----ol A :D Z 591 1 L.Li S.W. EASEMENT-`--- CL D /W to cr_ CLI, Li co __j :D :E AB SIGMAL EASEMVq"T 8— Ln SIGNAL MOUNTING P.P.B. 8U CAO f I 14' 0 it 0 VEH M.A. PED PHASE TYPE B. C. R. 8 FA—B 1-1 /2"C,2 -DLC STANDARD PLAMLENT 0 L j 10 15) 200WHPS Ell r-4- 8� Ll I III 1 SP -1-T SEE @ L- -J 0 _j EXIST r 11) LO 3: # - oo7 0) X - SP -1 -T 6 B Lj 8J61- 33" 32' MATCH LINE SEE ABOVE LEFT SinEWA.LK Al\lt� TRAFFIC SIGMAL EASEMVq"T MAST ARM A SIGNAL MOUNTING P.P.B. S, N. S. CAO TYPE I -1 -1 /2"Cs3-DLC CI VEH M.A. PED PHASE TYPE B. C. R. 8 B 1-1 /2"C,2 -DLC STANDARD PLAMLENT DETAIL SiDEWALk Mb TRAFFIC �JGNAL FASENIEM7 1-1 /2"C,1 —DLC E ss/ I I 7- ,011480 EV CA0 EX. R/W 12"W 410' TO X-WALKII I D C14 Q0 L -J -- - - - - - - - - - -- Z - - - - - - - - - POLE SCHEDULE NO. STANDARD MAST ARM LUMINAIRE SIGNAL MOUNTING P.P.B. S, N. S. LOCATION TYPE HGT SIG LUAd VEH M.A. PED PHASE TYPE A 8 LEGEND 29-5-80 30' 50' 15) 200WHPS SV -1-T 2 MAS SP -1-T SEE @ MULBERRY AVE EXIST EXIST 1-A 10 - TV -2–T - SP -1 -T 6 B EXIST EXIST 19-3-80 15 MA SP -1-T SEE HILL BL EXIST EXIST 1-A 10 - TV -2–T – SP -1 –T 8 B EXIST EXIST 29-5-80 30' 551 15 s 200WHPS SV -1-T 2 MAS SP -1-T 8 B MULBERRY AVE 2P.50 (N) (R) (R) R U (N) I -A 10" � TV -2-T SP -1-T 2 B 2#.59 (R) (R) (M) (N) 19-3-80 30' 25'* 15' 200WI-iPS SV -1-T 2 MAS SP -1-T 2 8 FOOTHILL BL EXIST EXIST 1-A 10 TV -2–T Sp -1–T 4 B EXIST EXIST 90 PPB POST 4/6 B (N) = NEW (M) MODIFY (R)= REUSE INSTALL TENON FOR PHASE 4 HEAD AT 12' FROM END OF ARM. INSTALL 3 SECTION 12" HEAD ADD ONE 3 SECTION 12" MAS. MODIFY FRAMEWORK AS REQUIRED "RECORD DRAWING"