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GENERAL NOTES <br /> 1. THESE PLANS ARE HEREBY MADE PART OF THE CONTRACT SPECIFICATIONS FOR THIS PROJECT. <br /> SEE STANDARD SEE STANDARD PLANS 2, ALL WORK AND MATERIAL EMBRACED IN THIS PROJECT SHALL BE DONE IN ACCORDANCE WITH <br /> PLANS ES-4B ES-2C AND ES-2D FOR APPLICABLE PROVISIONS OF THE CITY OF STOCKTON, DEPT. OF PUBLIC WORKS, STANDARD <br /> FOR FOUNDATION FOUNDATION DETAIL SPECIFICATIONS AND PLANS, AND THE LATEST EDITIONS OF CALTRANS STANDARD PLANS AND <br /> DETAIL (TYPE B) (TYPE III-AF) 5' OR 6' SPECIFICATIONS WITH THE EXCEPTION OF METRIC UNITS, WHEREAS THE 1992 VERSION <br /> (ENGLISH UNITS) SHALL BE FOLLOWED, AND IN ACCORDANCE WITH THE SPECIAL PROVISIONS <br /> OF THIS PROJECT. <br /> J 3. POLES, PULL BOXES, DETECTOR HAND HOLES, INDUCTIVE LOOPS AND CONTROLLER CABINET <br /> 1" MIN. LOCATIONS SHALL BE DETERMINED BY THE_FNGINEER. <br /> m - —� 4. CONTRACTOR SHALL RETURN ALL EXISTING & SALVAGEABLE EQUIPMENT AND SIGNS TO THE <br /> 18" DEPTH COUNTY CORPORATION YARD AT 1810 E. HAZELTON STREET , STOCKTON, CALIFORNIA, 95205. <br /> CONTRACTOR SHALL NOTIFY THE COUNTY TRAFFIC MAINTENANCE DIVISION AT (209)468-3088 <br /> 01 moo, A MINIMUM 72 HOURS IN ADVANCE OF' DELIVERY. <br /> 4" Concrete (D LOOP 5. CONTRACTOR SHALL BACKFILL WITH CUTBACK EACH NIGHT ANY AREAS NOT COMPLETED TO IT'S <br /> Lip of Gutter SLOTS FINISHED STATE. ALL EXCAVATED AREAS SHALL BE PROTECTED FROM PEDESTRIAN AND VEHICULAR <br /> a m• O A TRAFFIC AT ALL TIMES. <br /> 'O>,y <br /> Un 7I/// 6. SIDEWALK REMOVAL SHALL BE TO THE NEAREST SCORE MARK OR AS DETERMINED BY THE <br /> q ENGINEER. CONTRACTOR SHALL NEATLY SAW—CUT CONCRETE WHERE PULL BOXES ARE TO BE <br /> FRONT <br /> PLACED AND SHALL RESTORE THE SLAB TO MATCH THE EXISTING CONDITION. <br /> SPACE As REQUIRED BASED UPON CONDUIT 1z 24 7. ALL PULL BOXES SHALL BE STATE STANDARD NUMBER 5 UNLESS OTHERWISE NOTED ON PLAN. <br /> Z4• 50" SIZE. USE MINIMUM SWEEP. D H <br /> 8. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY P.G. & E. AND OTHER UTILITY COMPANIES <br /> 31/2. TO PULL BOX PRIOR TO START OF WORK, THE CONTRACTOR SHALL CALL USA (800-227-2600) 48 HOURS <br /> PRIOR TO ANY EXCAVATION. <br /> TYPE A LOOPS 9. CONDUITS RUNNING FROM PULL BOX TO HAND HOLE AND HAND HOLE TO HAND HOLE SHALL <br /> BE A MINIMUM 2" DIA. UNLESS OTHERWISE NOTED. <br /> CONTROLLER WALKWAY 14 1/4" DETECTOR INSTALLATION 10. THE COUNTY WILL ARRANGE A PRE-CONSTRUCTION CONFERENCE WITH THE CONTRACTOR <br /> 6' T all sides AFTER THE AWARD OF CONTRACT AT LEAST 72 HOURS IN ADVANCE OF WORK. <br /> DETAIL " A " DETAIL— DRILLED CORNERS 11. LABEL PEDESTRIAN AND SIGNAL COMMONS SEPARATELY IN THE CONTROLLER CABINET. <br /> NO SCALE C 12. FLASHING INDICATIONS SHALL FLASH RED ON ALL PHASES. <br /> DETECTOR HANDHOLE DETAIL " G " 13 CONTRACTOR SHALL, BY HAND, POTHOLE EXISTING UTILITIES TO VERIFY LOCATION PRIOR TO <br /> TRUCTIODETAIL " D " NO SCALE 14. ALL VEHICLE SIGNAL INDICATIONS SHALL BE LED. <br /> 15. THESE PLANS SHALL BE ACCOMPANIED BY SEPARATE SET OF SPECIAL PROVISIONS. <br /> NO SCALE 16. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK CALLED FOR ON THESE PLANS UNTIL <br /> THE COUNTY ENGINEER'S SIGNATURE OF APPROVAL IS AFFIXED HEREON AND ALL APPLICABLE <br /> PERMITS HAVE BEEN OBTAINED. AN APPROVED SET OF PLANS SHALL BE ON THE JOB SITE <br /> CONDUIT BEND SHOULD PROVIDE FOR DURING ANY CONSTRUCTION. <br /> STRAIGHT CABLE PULLING PATH 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPORTING ALL CONFLICTS, ERRORS, OMISSIONS, <br /> COVER LABELED CAMERA ASSEMBLY ETC. TO THE ENGINEER IMMEDIATELY UPON DISCOVERY. IF SO DIRECTED BY THE ENGINEER, <br /> "INTERCONNECT" THE CONTRACTOR SHALL STOP WORK UNTIL REMEDIAL ACTION CAN BE TAKEN. ANY COSTS <br /> RESULTING FROM THE CONTRACTOR'S FAILURE TO REPORT OR FAILURE TO STOP WORK <br /> PULLING BELL AT AS DIRECTED WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. <br /> Z END OF CONDUIT DRILL HOLE IN MAST ARM 18. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS <br /> INSTALL RUBBER GROMET AND SEAL HOLE DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS <br /> AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED <br /> 45'f BEND, R = 20X CABLE DIA. 0 STREET LIGHT OR TRAFFIC SIGNAL MAST ARM TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND <br /> OR 18" MIN. HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED <br /> IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR <br /> o LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. <br /> `---------------- -Nom------------" 24' MINIMUM COVER <br /> 12" EXTENSION 19. THE CONTRACTOR SHALL MAKE AN ON-SITE INSPECTION PRIOR TO PROVIDING ANY BIDS TO <br /> MIN, DEPTH 2 1/2' INTERCONNECT CONDUIT DETERMINE ANY AND ALL ITEMS NECESSARY TO PERFORM A COMPLETE AND ACCEPTABLE JOB. <br /> FRONT VIEW 20. THE LOCATIONS OF ALL UNDERGROUND FACILITIES SHOWN ON THIS PLAN ARE APPROXIMATE. <br /> A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL UNDERGROUND <br /> VIDEO AND POWER CABLES FACILITIES; HOWEVER, TRAFFIC ENGINEERING SERVICES COMPANY ASSUMES NO LIABILITY FOR <br /> DRIP LOOP THE ACCURACY OR COMPLETENESS OF THE EXISTING FACILITIES SHOWN HEREON OR FOR THE <br /> EXISTENCE OF OTHER UNDERGROUND UTILITIES OR OBJECTS WHICH MAY BE DISCOVERED BUT <br /> ARE NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL <br /> EXISTING FACILITIES AND IMMEDIATELY NOTIFY THE ENGINEER IF ANY SUCH FACILITIES INTERFERE <br /> NO. 6 INTERCONNECT PULL BOX AND CONDUIT WITH THE CONSTRUCTION OF IMPROVEMENTS. CALL U.S.A. 1-800-227-2600. THE CONTRACTOR <br /> SHALL STOP WORK AROUND THE AREA OF CONFLICT UNTIL HE IS DIRECTED BY THE ENGINEER <br /> INSTALLATION DETAILS TO CONTINUE. <br /> DETAIL " � " 21. CONDUIT ROUTING SHOWN IS ESSENTIALLY DIAGRAMMATIC, CONTRACTOR SHALL LAYOUT RUNS <br /> TO SUIT FIELD CONDITIONS AND THE COORDINATION REQUIREMENTS OF UTILITIES OR ANY <br /> OTHER TRADES, AND TO THE SATISFACTION OF THE COUNTY UPON COMPLETION OF CONDUIT <br /> NO SCALE INSTALLATION, THE ACTUAL LOCATION of THE CONDUITS SHALL BE NOTED ON AN AS-BUILT <br /> SET OF PRINTS AND FURNISHED TO THE COUNTY. <br /> 22. CONTRACTOR SHALL INSTALL PHOTO ELECTRIC CONTROL UNIT IN SERVICE CABINET. <br /> 23. ALL POLE-MOUNTED TRAFFIC SIGNAL HEADS, EXCEPT LEFT-TURN ARROW SECTIONS, <br /> SHALL HAVE 8 INCH INDICATIONS. ALL OTHER VEHICLE INDICATIONS SHALL <br /> BE 12 INCH. ALL SIGNAL HEADS SHALL HAVE VENTILATED BACK PLATES. <br /> 24. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE STATE WATER RESOURCES <br /> NOTES: CONTROL BOARD (SWRCB) ORDER N0, 92-08-DWQ. THE CONTRACTOR SHALL IMPLEMENT AND <br /> MONITOR A STORM WATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE SWCRB <br /> METER SOCKET 4 LUG - 240 V(SHOWN) INSTALL NO MORE THAN ONE CAMERA ON A MOUNT ARM REGULATIONS. <br /> 5 LUG - 208 V UNLESS OTHERWISE DIRECTED BY THE ENGINEER. <br /> LANDING � 25. ATTENTION IS CALLED T0: SECTION 1540(A) (1) OF THE CONSTRUCTION SAFETY ORDERS (TITLE <br /> LUGS 8 CALIFORNIA ADMINISTRATION CODE SECTION 1540), ISSUED BY THE OCCUPATIONAL SAFETY <br /> TEST BLOCKS VIDEO CAMERA AND HEALTH STANDARDS BOARD PURSUANT TO THE CALIFORNIA OCCUPATIONAL SAFETY AND <br /> HEALTH ACT OF 1973, AS AMENDED, WHICH STATES: <br /> DETAIL " E " "PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE MADE TO DETERMINE WHETHER <br /> UNDERGROUND INSTALLATION I.E., SEWER, WATER, FUEL, ELECTRIC LINES, ETC., WILL BE <br /> ENCOUNTERED AND, IF SO, WHETHER SUCH UNDERGROUND INSTALLATIONS ARE <br /> NO SCALE LOCATED. WHEN THE EXCAVATION APPROACHES THE APPROXIMATE LOCATION OF SUCH <br /> AN INSTALLATION, THE EXACT LOCATION SHALL BE DETERMINED BY CAREFUL PROBING <br /> LAY-IN <br /> NEUTRAL OR HAND DIGGING AND WHEN IT IS UNCOVERED, ADEQUATE PROTECTION SHALL BE <br /> 0\ 100/3 OR WIRE=3 WRAPS PROVIDED FOR THE EXISTING INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND <br /> �-I—� _ FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT <br /> MAIN PEC LIMIT LINE LEAST 48 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION." <br /> 26. THE CONTRACTOR SHALL NOTIFY THE COUNTY'S FIELD ENGINEERING OFFICE AT (209) 468-3022 <br /> ' 10' 10' AND THE CITY OF STOCKTON CORPORATION YARD SIGNAL SHOP AT (209) 937-7406 A MINIMUM <br /> 10 3w OF 72 HOURS IN ADVANCE OF THE LAY OUT AND CUTTING OF TRAFFIC SIGNAL LOOPS. <br /> 12010 (OR 208) 15/1 ^ comma x --,, C1 <br /> LOOP WIRE=3 70WRAPS <br /> 30/2 <br /> LOOP WIRE=4 WRAPS <br /> C1 ROADWAY LIGHTING (SPARE) v 22 <br /> �� NOTE: <br /> 30/2 �JI'"19CIS/AL/ZGI�.Z <br /> 5'x5' LOOPS FOR 11' LANES AND NARROWER. <br /> C1 INTERSECTION LIGHTING 6'x6' LOOPS FOR LANES WIDER THAN 11'. REGISTERED ELE T GAL ENGINEER O ESSIpIi, O�iCfESSIpy� <br /> ALL SAMPLER LOOPS SHALL BE 6'xB'. <br /> 40/1 ADVANCE LOOPS SHALL HAVE 4 WRAPS 8' _ _ 0 9S m a <br /> 15 1 �� TRAFFIC SIGNALS k No. E-6215 W No. C26994 <br /> / r SPARE # Exp. 9-30-02 Exp. 3-31-05 <br /> 1p <br /> DETECTOR PLACEMENT cJ�,��Q'n� "l oFFCAL IVCNUFO��P <br /> TYPE III — AF SERVICE WIRING DIAGRAM DETAIL ( TYPICAL) (� (� '` ' .. <br /> DETAIL " C" DETAIL F Q"� Wilbur J. Elias, P.E. <br /> V Q�`U�R� 7624 WOODSIDE DRIVE N( Ch nae BY --- <br /> NO SCALE STOCKTON CA 95207 N Chanaes8y— <br /> NO SCALE - <br /> g•p <br /> DRAWN BY DATE PROJECT ENGINEER GATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> C41m, �� 6/02 s COUNTY OF SAN JOAQUIN NO SCALE SIGNAL DETAILS BENJAMIN HOLT DRIVE AND HARRISBURG PLACE No. sHEErs <br /> ( � yo2 A� /,Z�o y�,��, , /*#a/ �;� aIz) TRAFFIC SIGNAL 5 5 <br /> --FILL NAME DRAWER SHEET NO.1 REVISIONS �� <br /> sheeLname-dwg 8 �. 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