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1 <br /> t <br /> 1 <br /> ly: ' <br /> i <br /> 1 <br /> { <br /> CONDUCTOR AND CONDUIT SCHEDULE <br /> AWG OR CONDUCTOR RUN Q ® © SENSOR TABLE PER RACK MOUNT CONFIGURATION <br /> POLE B 2-0-1 2-0- i RACE: MOUNT SIGNAL PHASES (1 -8) SYSTEM DETECTORS TLS DETECTORS <br /> POLE C i -0-1 1 -0- 1 1 -0-1 1 -0-1 1 -0-1 DETEi.FOR — > 1 2 3 4 5 6 7 <br /> POLE D 1 - 1 -0 1 -i -0 1 -1 -0 1 -1 -0 CHANNEL 1 01A (4) 05A (4) 02B ( 1 ) 02C (1) 02D ( 1j <br /> 3-12-28 POLE F 2-0- 1 2-0-1 2-0- 1 CHANNEL. 2 02A ( 1 ) 06A (1 ) 06B ( 1 ) 06C (1) 06D (1 ) <br /> CABLE POLE G 1 -0- 1 1 1 -0-1 CHANNEL 3 03A (4) 07A (4) <br /> POLE H 1 -i -0 1 -i -0 CHANNEL 4 04A (4) 08A (4) <br /> TOTAL CABLE 1 -0- 1 2- 1 - 1 4- 1 -2 5- 1 -3 8-2-4 1 - 1 -0 2-0- 1 <br /> O — FjUMBER OF LuuP FOR THAT CHANNEL <br /> 10 INTERSECTION LIGHTS 2 2 2 2 2 2 1 LOOPS WITH DE.LAt <br /> #8 STREET LIGHTS 2 2 AMPLER COUNT L� )UPS <br /> #6 SIGNAL SERVICE 2 2 1 R SIDE STREET:) AND/UR LT TURNS <br /> #14 PEU 3 3 <br /> 01 DETECTORS 2 2 <br /> 02 DETECTORS 2 2 2 <br /> TYPE C 03 DETECTORS 1 1 1 1 <br /> CABLE 04 DETECTORS i <br /> 05 DETECTORS 2 2 2 TRAFFIC SIGNAL NOTES, <br /> 06 DETECTORS t i t <br /> 1 . THESE PLANS ARE HEREBY MADE PART OF THE CONTRACT SPECIFICATIONS FOR THIS PROJECT. <br /> 07 DETECTORS 1 <br /> 08 DETECTORS 1 1 1 1 2. ALL WORK AND MATERIAL EMBRACED IN THE PROJECT SHALL BE DONE IN ACCORDANCE WITH <br /> TOTAL DLC 7 11 3 APPLICABLE PROVISIONS OF THE CITY OF STOCKTON, DEPARTMENT OF PUBLIC WORKS <br /> " <br /> STANDARD SPECIFICATIONS AND THE JANUARY 1988 EDITION OF THE STATE OF CALIFORNIA <br /> CONDUIT SIZE 3" 3" 4" 4" 2-4" 2' 3" 2" DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND SPECIFICATIONS, AND IN ACCORDANCE <br /> 7G OF FILL WITH THE SPECIAL PROVISIONS OF THIS PROJECT. <br /> 3 ALL SIGNAL POLES, PULLBOXES. DETECTOR, HANDHOLES, AND CONTROLLER CABINET LOCATIONS <br /> SHALL BE LOCATED IN THE FIELD BY THE ENGINEER. <br /> 4. ALL EXCAVATED AREAS SHALL BE PROTECTED FROM PEDESTRIAN AND ALL VEHICULAR TRAFFIC AT <br /> ALL TIMES. <br /> 5. CONTRACTOR SHALL RETURN ALL SALVAGEABLE SIGNAL EQUIPMENT AND SIGNS TO THE CITY OF <br /> MA AND EOUVWNT SCHEDULE STOCKTON CORPORATION YARD AT 1465 SOUTH LINCOLN STREET, STOCKTON, CA 95206. <br /> STANDARD V'EH SIG MTG PED SIGNAL PPB NPS SPECIAL 6 CONTRACTOR SHALL BACKFILL WITH CUTBACK EACH NIGHT ANY AREAS NOT COMPLETED TO IT'S <br /> €, TYPE Sig M.A. Lum M.A. Most Pole MTG • ARROW LUMINAIRE REQUIREMENTS FINISHED STATE. <br /> Arm <br /> Q XVII 20' 12' 1 1 1 (200w)® 7. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY PG do E, AND OTHER UTILITY COMPANIES <br /> (® 19-4-80 30' 12' "w^ ( (sp-2-t)RL (j)RL .,�` (200w)RL PRIOR TO START OF WORK, THE CONTRACTOR SHALL CALL THE USA (800-642-2444) 48 HOURb <br /> © (xxvi) (40') (12') (2-mos) (sv-1 -t) (sp-i -t) (8) (-r--) (200w) PRIOR TO ANY EXCAVATION. <br /> 1 <br /> i ® (1 -a) (tv-2-t) (sp-1 -t) (2) 8. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL EXISTING SUBSTRUCTURE WHETHEH <br /> © ES XVII ® 20' 012' 4> > ® ® E@4> <br /> OR NOT THEY ARE SHOWN ON THESE PLANS. THE CONTRACTOR SHALL LOCATE THE EXISTING <br /> STRUCTURES BY POTHOLING PRIOR TO INSTALLING FOUNDATIONS. <br /> 19-4-80 30' 12' (" ' - - (sp-2-t)RL )RL (200w)RL <br /> (xxvi) (40') (12') (2—mos) (sv—t —t) (sp—i —t) (4) (200w) (Pau) 9 EXISTING IMPKJVEMENTS, INCLUDING SUBSTRUCTURES, THAT ARE DAMAGED BY THE CONTRACTOR, <br /> WHICH ARE NUT DESIGNATED BY THE PLANS OR SPECIFICATIONS TO BE DISTURBED. SHALL BE <br /> V.V (1 -a) (tv-2-t) (sp-1 -0 (6) (--a►) RESTORED OR REPAIRED TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTORS EXPENSE. <br /> 1 10 CONDUIT RUNNING FROM PULLBOX TO HANDHOLE AND HANDHOLE TO HANDHOLE SHALL BE A <br /> 10 ® EXISTING SIGNAL, PED HEAD, AND MOUNTING, PPB AND LUMINAIRE, AND RELOCATE TO (B) . MINIMUM OF 2" DIA. UNLESS OTHERWISE NOTED. <br /> ® EXISTING SIGNAL, PED HEAD, AND MOUNTING, PPB AND LUMINAIRE, AND RELOCATE TO Z . 11 ALL NEAR SINE POLE-MOUNTED TRAFFIC SIGNAL HEADS HAVE 8 INCH LENSES ALL OTHER <br /> DESIGNATES EXISTING EQUIPMENT TO REMAIN IN PLACE, OR TO BE RELOCATED. TRAFFIC SIGNAL INDICATIONS SHALL BE 12 INCH ALL SIGNAL HEADS SHALL BE METAL AND <br /> ( ) <br /> EACH HAVE LOUVERED BACKPLATES. <br /> 12. ALL DETECTkjil LOOPS SHALL BE A SVUAKE MODEL "A" OR EQUIVALENT UNLESS OTHERWISE <br /> CONDUIT BEND SHOULD PROVIDE FOR rNrN ` NOTED ON THI PLAN THE TWO FRONT LOOPS IN THE SAQ LOOP INSTALLATION DETAIL SHALL <br /> STRAIGHT CABLE PULLING PATH " —"t c r #`"'� 5" BE A QUADRUPLE LOOP <br /> 13- CONTRACiVR '.HALL ABANDON EXISTING, '.,Ii,NAL CONDUIT AND LOOP DETELTORS THAT ARE hol TV BL kEUSED <br /> • - -Toes _ <br /> ,•,i„ € y <br /> y Z 45'1 BEND, R 20X CABLE DIA <br /> i <br /> OR 18' MIN, <br /> H O ! y <br /> 1 10" EXTENSION `Y � PEGtSiFRED ELE ENGSIEER No 21258 <br /> No E-6215 ' <br /> • �.w-m t Ea► 1-.0-M At <br /> 6" MIN. DEPTH <br /> I R?e CIVI t \F <br /> CALI / CAUtO <br /> SPLICE VAULT AND CONDUIT INSTALLATION DETAIL y Wilbur J. gUas. P.L. <br /> 7424 foodabdo Drive <br /> risoNtoa CA 46W7 <br /> I <br /> DRAWN 8Y DATEI PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE <br /> SIGNAL AND LIGHTING SANGUINETTi LANE IMPROVEMENTS II t L , <br /> COUNTY OF SAN JOAQUIN NO SCALE <br /> �•.•"••• •� �•• +0 98 � -. y �.d� �..r- 41h/y �MI+w�• � /� '�s/� LOCATION-1A, ALPINE ROAD (Wilson Way to Alpine Avatue) t <br /> FILE NAiVE DRAWER ISHEET NO. ACAD REVISIONS DATE <br /> d:\projrcts\sanpuin\troffic <br /> I <br />