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ELECTRICAL GENERAL NOTES
<br />1. THESE PLANS ARE HEREBY MADE PART OF THE CONTRACT SPECIFICATIONS FOR THIS PROJECT.
<br />2. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF STOCKTON, DEPARTMENT
<br />OF PUBLIC WORKS, STANDARD SPECIFICATIONS AND THE LATEST VERSION OF THE STATE OF
<br />CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND SPECIFICATIONS WITH THE
<br />EXCEPTION OF METRIC UNITS; WHEREAS, THE 1992 VERSION (ENGLISH UNITS) SHALL BE FOLLOWED IN
<br />SOFAR AS THE SAME MAY APPLY.
<br />3. POLES, PULL BOXES, DETECTOR HAND HOLES, INDUCTIVE LOOPS AND CONTROLLER CABINET LOCATIONS
<br />SHALL BE LOCATED IN THE FIELD BY THE ENGINEER WITH THE APPROVAL OF THE CITY TRAFFIC
<br />ENGINEER. TYPICALLY, DETECTOR HANDHOLES SHOULD BE INSTALLED ON LANE LINES.
<br />4. CONTRACTOR SHALL DELIVER NEW CONTROLLER CABINET AND SERVICE CABINET, AT LEAST TWO(2)
<br />WEEKS IN ADVANCE OF THE INSTALLATION FOR TESTING, TO THE CITY OF STOCKTON CORPORATION
<br />YARD AT 1465 SOUTH LINCOLN STREET, STOCKTON, CALIFORNIA, 95206, CONTRACTOR SHALL NOTIFY
<br />THE CORPORATION YARD, DENNIS KONG AT (209)937-8534, A MINIMUM OF 72 HOURS IN ADVANCE OF
<br />DELIVERY.
<br />5. CONTRACTOR SHALL RETURN ALL EXISTING AND SALVAGEABLE EQUIPMENT AND SIGNS TO THE CITY OF
<br />STOCKTON CORPORATION YARD AND SHALL NOTIFY THE CORPORATION YARD A MINIMUM OF 72 HOURS
<br />IN ADVANCE OF DELIVERY.
<br />6. CONTRACTOR SHALL BACK FILL WITH CUTBACK EACH NIGHT AT ANY AREAS NOT COMPLETED TO ITS
<br />FINISHED STATE. ALL EXCAVATED AREAS SHALL BE PROTECTED FROM PEDESTRIAN AND VEHICULAR
<br />TRAFFIC AT ALL TIMES.
<br />7. ALL PULL BOXES SHALL BE STATE STANDARD NUMBER 5 UNLESS OTHERWISE NOTED ON PLAN.
<br />8. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY PG&E AND OTHER UTILITY COMPANIES PRIOR TO
<br />START OF WORK. THE CONTRACTOR SHALL CALL USA (800-227-2600) 48 HOURS PRIOR TO ANY
<br />EXCAVATION.
<br />9. CONDUITS RUNNING FROM PULL BOX TO HANDHOLE SHALL BE A MINIMUM 2" DIA. UNLESS OTHERWISE
<br />NOTED.
<br />10. THE CONTRACTOR SHALL CONTACT THE CITY OF STOCKTON FOR A PRE -CONSTRUCTION CONFERENCE
<br />AFTER THE AWARD OF CONTRACT AND AT LEAST 72 HOURS IN ADVANCE OF WORK.
<br />19. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE 27. ATTENTION IS CALLED TO: SECTION 1540(A) (1) OF THE CONSTRUCTION SAFETY ORDERS (TITLE 8
<br />COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS CALIFORNIA ADMINISTRATION CODE SECTION 1540), ISSUED BY THE OCCUPATIONAL SAFETY AND HEALTH
<br />REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE STANDARDS BOARD PURSUANT TO THE CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT OF 1973,
<br />CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND AS AMENDED, WHICH STATES:
<br />ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, "PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE MADE TO DETERMINE WHETHER
<br />EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. UNDERGROUND INSTALLATION I.E., SEWER, WATER, FUEL, ELECTRIC LINES, ETC., WILL BE
<br />20. THE CONTRACTOR SHALL MAKE AN ON-SITE INSPECTION PRIOR TO PROVIDING ANY BIDS TO DETERMINE ANY ENCOUNTERED AND, IF SO, WHETHER SUCH UNDERGROUND INSTALLATIONS ARE LOCATED. WHEN
<br />AND ALL ITEMS NECESSARY TO PERFORM A COMPLETE AND ACCEPTABLE JOB. THE EXCAVATION APPROACHES THE APPROXIMATE LOCATION OF SUCH AN INSTALLATION, THE
<br />EXACT LOCATION SHALL BE DETERMINED BY CAREFUL PROBING OR HAND DIGGING AND WHEN IT
<br />21. THE LOCATIONS OF ALL UNDERGROUND FACILITIES SHOWN ON THIS PLAN ARE APPROXIMATE. A REASONABLE IS UNCOVERED, ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE EXISTING INSTALLATION.
<br />EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL UNDERGROUND FACILITIES; HOWEVER, Y&C ALL KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE
<br />TRANSPORTATION CONSULTANTS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OR COMPLETENESS OF THE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS PRIOR TO THE START OF ACTUAL
<br />EXISTING FACILITIES SHOWN HEREON OR FOR THE EXISTENCE OF OTHER UNDERGROUND UTILITIES OR OBJECTS EXCAVATION."
<br />WHICH MAY BE DISCOVERED BUT ARE NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL VERIFY THE
<br />LOCATION OF ALL EXISTING FACILITIES AND IMMEDIATELY NOTIFY THE ENGINEER IF ANY SUCH FACILITIES PROJECT NOTES,
<br />INTERFERE 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 TO CONTINUE. ❑1 FURNISH AND INSTALL 90 CONTROLLER IN TYPE P CABINET. SEE THE SPECIAL PROVISIONS FOR
<br />DETAILS. FRONT DOOR SHALL FACE SOUTH.
<br />22. CONDUIT ROUTING SHOWN IS ESSENTIALLY DIAGRAMMATIC. CONTRACTOR SHALL LAYOUT RUNS TO SUIT FIELD
<br />CONDITIONS AND THE COORDINATION REQUIREMENTS OF UTILITIES OR ANY OTHER TRADES, AND TO THE ❑ FURNISH AND INSTALL TYPE III -AF SERVICE EQUIPMENT ENCLOSURE. SEE SERVICE WIRING DIAGRAM
<br />SATISFACTION OF THE CITY OF STOCKTON. UPON COMPLETION OF CONDUIT INSTALLATION, THE ACTUAL ON SHEET SP -02. FRONT DOOR SHALL FACE SOUTH.
<br />LOCATION OF THE CONDUITS SHALL BE NOTED ON AN AS -BUILT SET OF PRINTS AND FURNISHED TO THE CITY.
<br />23. CONTRACTOR SHALL INSTALL TYPE V PHOTO ELECTRIC CONTROL UNIT IN SERVICE CABINET. 2"C, 2#8 (FLASHING BEACON).
<br />24. ALL VEHICLE SIGNAL INDICATIONS SHALL BE 12 INCH. ALL SIGNAL HEADS SHALL HAVE VENTILATED BACK ® 2"C, 2#8 (FLASHING BEACON), 1 DLC. `
<br />PLATES.
<br />2"C, 2#8 (FLASHING BEACON), 2 DLC.
<br />25. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE STATE WATER RESOURCES CONTROL BOARD ® 2"C, 1 DLC.
<br />(SWRCB) ORDER NO. 92-08-DWQ. THE CONTRACTOR SHALL IMPLEMENT AND MONITOR A STORM WATER
<br />POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE SWCRB REGULATIONS. ❑7 2"C, 2 DLC.
<br />26. THE CONTRACTOR SHALL NOTIFY THE CITY OF STOCKTON CORPORATION YARD (SIGNAL SHOP) AT (209)® 2"C, 3#1 (SERVICE).
<br />937-8543 A MINIMUM OF 72 HOURS IN ADVANCE OF THE LAY OUT AND CUTTING OF TRAFFIC SIGNAL
<br />DETECTOR LOOPS. f ® 2"C, 3#8 (CONTROLLER POWER), 4#8 (SIGNAL LIGHTING), 4#8 (FLASH BEACON), 3#14 (BACK-UP
<br />18 1 PEC).i
<br />11. LABEL PEDESTRIAN AND SIGNAL COMMONS SEPARATELY IN THE CONTROLLER CABINET. PG&E OVERHEAD TRANSFORMER 12024OV 1fl 1101 2%-C, 1#8, 1 PULL ROPEtFUTURE FIBER OPTI � � I
<br />(INSTALLED BY OTHER} in 1AT
<br />12. FLASHING INDICATIONS SHALL FLASH IN RED. 11 CONSTRUCT A.C. DIKE. SEE DETAILS ON DRAWING NO. D-02. u `
<br />LOADING: ±3000W(120V) TRAFFIC SIGNAL (METERED) ❑
<br />13. CONTRACTOR SHALL, BY HAND, POTHOLE EXISTING UTILITIES TO VERIFY LOCATION PRIOR TO 2-20OW(120V) FLASH BEACON (METERED) 12 CONTRACTOR SHALL USE CAUTION TO TRENCH AND SAWCUT DETECTOR LOOPS OVER THE CULVERT.
<br />CONSTRUCTION 4 20OW(24OV) HPS LUMINAIRE (UNMETERED) ' 18 ❑
<br />14. ALL NEW VEHICLE SIGNAL AND PEDESTRIAN SIGNAL INDICATIONS SHALL BE LED DISPLAY.
<br />15. THESE PLANS SHALL BE ACCOMPANIED BY SEPARATE SET OF SPECIAL PROVISIONS.
<br />16. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK CALLED FOR ON THESE PLANS UNTIL THE
<br />CITY ENGINEER'S SIGNATURE OF APPROVAL IS AFFIXED HEREON AND ALL APPLICABLE PERMITS HAVE
<br />BEEN OBTAINED. AN APPROVED SET OF PLANS SHALL BE ON THE JOB SITE DURING ANY
<br />CONSTRUCTION.
<br />O 13 2"C, 2#8 FLASHING BEACON), 3 DLC. 3 &
<br />20 21 r1 20'
<br />ok
<br />14 INSTALL 3 -SECTION SIGNAL HEAD. SEE DETAIL A ON DRAWING NO. SP -02. �a r'
<br />10 CO 15 INSTALL 4 -SECTION SIGNAL HEAD. SEE DETAIL B ON DRAWING NO. SP -0
<br />s \ J
<br />1fi SEE DRAWING NO. AR -01 FOR CONTINUATION.
<br />12 - 3
<br />,$ DH RE��R D �
<br />17. ALL DETECTOR HANDHOLES SHALL BE TYPE B, (TRAFFIC RATED). �� Corrections ey
<br />18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPORTING ALL CONFLICTS, ERRORS, OMISSIONS, ETC.
<br />TO THE ENGINEER IMMEDIATELY UPON DISCOVERY. IF SO DIRECTED BY THE ENGINEER, THE CONTRACTOR
<br />SHALL STOP WORK UNTIL REMEDIAL ACTION CAN BE TAKEN. ANY COSTS RESULTING FROM THE
<br />CONTRACTOR'S FAILURE TO REPORT OR FAILURE TO STOP WORK AS DIRECTED WILL BE THE
<br />RESPONSIBILITY OF THE CONTRACTOR.
<br />PROPOSED TRAFFIC PHASE DIAGRAM
<br />20' 11
<br />\ ��TMU17- N� 3F:)
<br />7(0) S7;1 r .
<br />±90'.
<br />----- &±130'
<br />L
<br />a
<br />22
<br />G7-1(Austin Rd)
<br />7 BACK-UP PEC0
<br />-
<br />lff� SAMPLER DH
<br />SAMPLER 25' TO
<br />RETURN
<br />5
<br />1A
<br />1-770�
<br />R34-2
<br />Q�
<br />041
<br />x
<br />02
<br />DH
<br />30111
<br />02 !
<br />15+00 a C' MR--L.INE
<br />_I
<br />'-R61-20.1
<br />R961(Mariposa Rd)
<br />THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY
<br />No Changes
<br />Date '
<br />Any Person sing, is Drawing Should Verify
<br />All information By inspecting The Site Of Wo6_
<br />D
<br />01
<br />6 x10 -
<br />G7-1(Austin Rd
<br />.
<br />O2 � 5
<br />DELAY
<br />73-3
<br />OTO
<br />/NOSE F MEDIAN
<br />SPMP LER
<br />DH 17
<br />iR96
<br />O s
<br />D
<br />_
<br />DH
<br />4 � 6'x10'111 = p
<br />Sp J 4
<br />INSTALL TYPE B DETECTOR HANDHOLE. SEE DETAIL C
<br />ON DRAWING NO. SP -02.
<br />OpD 18 INSTALL NO
<br />INTERCONNECT PULL BOX. S€€ DETAIL F
<br />5R ON DRAWING NO. SP -03.
<br />O
<br />PQ►�Q 19 INSTALL 2"C, 10, 1 PULL ROPE (FUTURE FIBER OPTIC
<br />M CABLE). SEE DETAIL G ON DRAWING NO. SP -03.
<br />20 PLACE 2" RIGID HOT DIPPED GALVANIZED CONDUIT AND
<br />RAISER. RISE UP POLE 12' AND PLACE A PULL ROPE
<br />IN CONDUIT AND RAISER PER PG&E REQUIREMENT.
<br />THE CONTRACTOR SHALL COORDINATE WITH PG&E,
<br />STEVE OKANOTO AT (209)942-1494, FOR SERVICE
<br />CONNECTION.
<br />r221 CONSTRUCT CONTROLLER WALKWAY PER DETAIL H ON
<br />DRAWING NO. SP -03.
<br />±110'
<br />±90 J.
<br />INFORMATION CONFIDENTIAL: DESIGNED BY CONTRACT NO.
<br />All plans, drawings, information
<br />KIN Y. CHAN Burlin ton Northerrn Santa Fe o e��F�S��"�` MARIPOSA ROAD GRADE SEPARATION
<br />cations, and or information ❑RAWN BY � ��� �yG' DRAWING N0.
<br />furnished herewith shall SP -01
<br />remain the property of the STEVE W. LEU N G Railway Company � KIN Y. CHAN AND REALIGNMENT
<br />Burlington Northern Santa CHECKED BY w
<br />Fe Railway Company and oC No. 5`5391 REVISION SHEET N0.
<br />shall be held confidential: K. DANIEL YAU
<br />and shallbe used for APPROVED BY Y & C Transportation Consultants, Inc. E 1X31 * TRAFFIC SIGNAL INSTALLATION P LAN 25 OF 51
<br />any purposea net provided
<br />for in agreements with the A. B°ONE SCALE
<br />Burlington Northern Santa DATE 1851 H e r i t o g e L a n e, Suite 265 qT ,
<br />REV. DATE DESCRIPTION Yr SUB 18 �1
<br />APP. Fe Railway company. SEPTEMBER 18, 2001 Sacramento, CA 95815 Ph. (916)564-9626 Fax. (916}564-9643 F OF CA��F° 1 =20
<br />04
<br />01
<br />X02
<br />06
<br />06 -10-
<br />PROPOSED TRAFFIC PHASE DIAGRAM
<br />20' 11
<br />\ ��TMU17- N� 3F:)
<br />7(0) S7;1 r .
<br />±90'.
<br />----- &±130'
<br />L
<br />a
<br />22
<br />G7-1(Austin Rd)
<br />7 BACK-UP PEC0
<br />-
<br />lff� SAMPLER DH
<br />SAMPLER 25' TO
<br />RETURN
<br />5
<br />1A
<br />1-770�
<br />R34-2
<br />Q�
<br />041
<br />x
<br />02
<br />DH
<br />30111
<br />02 !
<br />15+00 a C' MR--L.INE
<br />_I
<br />'-R61-20.1
<br />R961(Mariposa Rd)
<br />THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY
<br />No Changes
<br />Date '
<br />Any Person sing, is Drawing Should Verify
<br />All information By inspecting The Site Of Wo6_
<br />D
<br />01
<br />6 x10 -
<br />G7-1(Austin Rd
<br />.
<br />O2 � 5
<br />DELAY
<br />73-3
<br />OTO
<br />/NOSE F MEDIAN
<br />SPMP LER
<br />DH 17
<br />iR96
<br />O s
<br />D
<br />_
<br />DH
<br />4 � 6'x10'111 = p
<br />Sp J 4
<br />INSTALL TYPE B DETECTOR HANDHOLE. SEE DETAIL C
<br />ON DRAWING NO. SP -02.
<br />OpD 18 INSTALL NO
<br />INTERCONNECT PULL BOX. S€€ DETAIL F
<br />5R ON DRAWING NO. SP -03.
<br />O
<br />PQ►�Q 19 INSTALL 2"C, 10, 1 PULL ROPE (FUTURE FIBER OPTIC
<br />M CABLE). SEE DETAIL G ON DRAWING NO. SP -03.
<br />20 PLACE 2" RIGID HOT DIPPED GALVANIZED CONDUIT AND
<br />RAISER. RISE UP POLE 12' AND PLACE A PULL ROPE
<br />IN CONDUIT AND RAISER PER PG&E REQUIREMENT.
<br />THE CONTRACTOR SHALL COORDINATE WITH PG&E,
<br />STEVE OKANOTO AT (209)942-1494, FOR SERVICE
<br />CONNECTION.
<br />r221 CONSTRUCT CONTROLLER WALKWAY PER DETAIL H ON
<br />DRAWING NO. SP -03.
<br />±110'
<br />±90 J.
<br />INFORMATION CONFIDENTIAL: DESIGNED BY CONTRACT NO.
<br />All plans, drawings, information
<br />KIN Y. CHAN Burlin ton Northerrn Santa Fe o e��F�S��"�` MARIPOSA ROAD GRADE SEPARATION
<br />cations, and or information ❑RAWN BY � ��� �yG' DRAWING N0.
<br />furnished herewith shall SP -01
<br />remain the property of the STEVE W. LEU N G Railway Company � KIN Y. CHAN AND REALIGNMENT
<br />Burlington Northern Santa CHECKED BY w
<br />Fe Railway Company and oC No. 5`5391 REVISION SHEET N0.
<br />shall be held confidential: K. DANIEL YAU
<br />and shallbe used for APPROVED BY Y & C Transportation Consultants, Inc. E 1X31 * TRAFFIC SIGNAL INSTALLATION P LAN 25 OF 51
<br />any purposea net provided
<br />for in agreements with the A. B°ONE SCALE
<br />Burlington Northern Santa DATE 1851 H e r i t o g e L a n e, Suite 265 qT ,
<br />REV. DATE DESCRIPTION Yr SUB 18 �1
<br />APP. Fe Railway company. SEPTEMBER 18, 2001 Sacramento, CA 95815 Ph. (916)564-9626 Fax. (916}564-9643 F OF CA��F° 1 =20
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