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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 �. V\Acadt ern pAprojectsVben—haulsVben—horns—All 7 �j
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