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CONDUCTOR AND CONDUIT SCHEDULE CAB OR CONDUCTOR RUN Q ® ® 1 ® ® ® ® SENSOR TABLE PER RACK MOUNT CONFIGURATION POLE B 2-0-1 2-0-1 RACK MOUNT SIGNAL PHASES (1 -8) SYSTEM DETECTORS TLS DETECTORS POLE C 1 -0-1 1 -0-1 1 -0-1 1 -0-1 1 -0-1 DETECTOR — > 1 2 3 4 5 6 7 POLE D 1 -1 -0 1 -1 -0 1 -1 -0 1 -1 -0 CHANNEL 1 01A (4) 05A (4) 026 (1) 02C (1 ) 02D (1 ) 3-12-28 POLE F 2-0-1 2-0-1 2-0-1 CHANNEL 2 02A (1) 06A (1 ) 066 (1) 06C (1 ) 06D (1 ) CABLE POLE G 1 1 -0-1 1 -0-1 1 CHANNEL 3 03A (4) 07A (4) POLE H 1 -1 -0 1 -1 -0 CHANNEL 4 04A (4) 08A (4) TOTAL CABLE 1 -0-1 2-1 -1 4-1 -2 5-1 -3 8-2-4 1 -1 -0 2-0-1 () — NUMBER OF LOOPS FOR THAT CHANNEL #10 INTERSECTION LIGHTS 2 2 2 2 2 2 1 — LOOPS WITH DELAY #8 STREET LIGHTS 2 2 — SAMPLER COUNT LOOPS #6 SIGNAL SERVICE 1 2 2 * — FOR SIDE STREETS AND/OR LT TURNS #t4 PEU 3 3 01 DETECTORS 2 2 02 DETECTORS 2 2 2 TYPE C 03 DETECTORS 1 1 1 1 CABLE 04 DETECTORS 1 05 DETECTORS 2 2 2 TRAFFIC SIGNAL NOTES: 06 DETECTORS 1 1 1 1 . THESE PLANS ARE HEREBY MADE PART OF THE CONTRACT SPECIFICATIONS FOR THIS PROJECT. 07 DETECTORS 1 08 DETECTORS 1 1 1 1 2. ALL WORK AND MATERIAL EMBRACED IN THE PROJECT SHALL BE DONE IN ACCORDANCE WITH APPLICABLE PROVISIONS OF THE CITY OF STOCKTON, DEPARTMENT OF PUBLIC WORKS TOTAL DLC 2 6 7 11 3 . STANDARD SPECIFICATIONS AND THE JANUARY 1988 EDITION OF THE STATE OF CALIFORNIA CONDUIT SIZE 3" 3" 1 4" 4" 2-4" 2" 3" 2" DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND SPECIFICATIONS, AND IN ACCORDANCE % OF FILL WITH THE SPECIAL PROVISIONS OF THIS PROJECT. 3. ALL SIGNAL POLES, PULLBOXES, DETECTOR, HANDHOLES, AND CONTROLLER CABINET LOCATIONS SHALL BE LOCATED IN THE FIELD BY THE ENGINEER. 4. ALL EXCAVATED AREAS SHALL BE PROTECTED FROM PEDESTRIAN AND ALL VEHICULAR TRAFFIC AT ALL TIMES. 5. CONTRACTOR SHALL RETURN ALL SALVAGEABLE SIGNAL EQUIPMENT AND SIGNS TO THE CITY OF POLE AND EQUIPMENT SCHEDULE STOCKTON CORPORATION YARD AT 1465 SOUTH LINCOLN STREET, STOCKTON, CA 95206. STANDARD VEH SIG MTG PED SIGNAL PPB HPS SPECIAL 6. CONTRACTOR SHALL BACKFILL WITH CUTBACK EACH NIGHT ANY AREAS NOT COMPLETED TO IT'S NO. Most LUMINAIRE REQUIREMENTS FINISHED STATE. TYPE Sig M.A. Lum M.A. Arm Pole MTG 0 ARROW QA ® XVII ® 20' ® 12' <1 > < 1 > 1 RR (200w)EE FA 7. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY P.G. & E. AND OTHER UTILITY COMPANIES ® 19-4-8030' 12' ("8)RL MAS (sv-3–t)RL (sp-2–t)RL (S)RL r (200w)RL PRIOR TO START OF WORK, THE CONTRACTOR SHALL CALL THE USA (800-642-2444) 48 HOURS © PRIOR TO ANY EXCAVATION. (xxvi) (40') (12') (2–mas) (sv-1 –t) (sp–i –t) (8) (200w) QD ( –a) (tv-2–t) (sp– –t) (2) (�) 8. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL EXISTING SUBSTRUCTURE WHETHER 1 ® 1 1 ® ® ©A OR NOT THEY ARE SHOWN ON THESE PLANS. THE CONTRACTOR SHALL LOCATE THE EXISTING XVII ® 20' ® 12' QF 19-4-80 30' 12' (mos)RL (sv-3–t)RL (sp-2–t)RL (2)RL (200w)RL STRUCTURES BY POTHOLING PRIOR TO INSTALLING FOUNDATIONS. MAS© (xxvi) (40') (12') (2–mos) (sv-1 –t) (sp-1 –t) (4) (�—) (200w) (peu) 9. EXISTING IMPROVEMENTS, INCLUDING SUBSTRUCTURES, THAT ARE DAMAGED BY THE CONTRACTOR, G) (1 -0) (tv-2—t) (sp-1 —t) (6) (—� ) WHICH ARE NOT DESIGNATED BY THE PLANS OR SPECIFICATIONS TO BE DISTURBED, SHALL BE RESTORED OR REPAIRED TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTORS EXPENSE. 10. CONDUIT RUNNING FROM PULLBOX TO HANDHOLE AND HANDHOLE TO HANDHOLE SHALL BE A 1O ® EXISTING SIGNAL, PED HEAD, AND MOUNTING, PPB AND LUMINAIRE, AND RELOCATE TO (D) MINIMUM OF 2" DIA. UNLESS OTHERWISE NOTED. ® EXISTING SIGNAL, PED HEAD, AND MOUNTING, PPB AND LUMINAIRE, AND RELOCATE TO QF 11 . ALL NEAR SIDE POLE–MOUNTED TRAFFIC SIGNAL HEADS HAVE 8 INCH LENSES. ALL OTHER TRAFFIC SIGNAL INDICATIONS SHALL BE 12 INCH. ALL SIGNAL HEADS SHALL BE METAL AND SHALL ( ) DESIGNATES EXISTING EQUIPMENT TO REMAIN IN PLACE, OR TO BE RELOCATED. EACH HAVE LOUVERED BACKPLATES. 12. ALL DETECTOR LOOPS SHALL BE A SQUARE MODEL "A" OR EQUIVALENT UNLESS OTHERWISE NOTED ON THIS PLAN. THE TWO FRONT LOOPS IN THE 5AQ LOOP INSTALLATION DETAIL SHALL CONDUIT BEND SHOULD PROVIDE FOR BE A QUADRUPLE LOOP. STRAIGHT CABLE PULLING PATH 13. CONTRACTOR SHALL ABANDON EXISTING SIGNAL CONDUIT AND LOOP DETECTORS THAT ARE NOT TO BE REUSED. 00 z 45't BEND, R = 20X CABLE DIA. OR 18' MIN, ESS i� � RECISIERED ELE ENGINEER �� J Fli � T 10" EXTENSION "tt`�� 3 }� No. 21258 Ip No. E-6215 * EW. 9-30-01 * Up.9-M-02 J, 6" MIN. DEPTH ��F R�\P q�F CIw� Gf LpY, OFCAUfO � CAL1E� C4u��irlAivirfal c'�� SPLICE VAULT AND CONDUIT INSTALLATION DETAIL f Wilbur J. Elias, P.E.,Pvmwcad 7624 Woodside Drive Stockton CA 95207 DRAWN BY DATEPROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL f/98 COUNTY OF SAN JOAQUIN NO SCALE SIGNAL AND LIGHTING SANGUINETTI LANE IMPROVEMENTS NO. SHEETS �°an�� •� 10/98 �� /��/r8 �j,� _ %�/�� rr.� , j �%/� �/� LOCATION-1 A, ALPINE ROAD (Wilson Way to Alpine Avenue) 9 13 FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE e:\projects\sanguin\traffic