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<br />TELEPHONE CONDUIT (size as shown)
<br />CABLE T.V. CONDUIT (size as shown)
<br />13' X 24' X 26" P.G.&E. SPLICE BOX
<br />17' X 30" X 26" P.G.&E. SPLICE BOX
<br />24" X 36' X 26" P.G.&E. SPLICE BOX
<br />30" X 48" X 26" P.G.&E. SPLICE BOX
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<br />CABLE T.V. CONDUIT (size as shown)
<br />13' X 24' X 26" P.G.&E. SPLICE BOX
<br />17' X 30" X 26" P.G.&E. SPLICE BOX
<br />24" X 36' X 26" P.G.&E. SPLICE BOX
<br />30" X 48" X 26" P.G.&E. SPLICE BOX
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<br />4'6' X 8'6' P.G.&E. SPLICE BOX (depth as shown)
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<br />WIRING DIAGRAM
<br />N.T.S.
<br />ELECTROLIER GENERAL NOTES
<br />1. ALL MATERIAL AND WORKMANSHIP SHALL FULLY CONFORM WITH THE
<br />NATIONAL ELECTRICAL CODE AND THE STANDARD SPECIFICATIONS
<br />AND DETAILS OF THE ('0L\ I N 01 SAN .I0A(1LIN
<br />2. THE ELECTRICAL CONTRACTOR SHALL INSTALL THE UNDERGROUND
<br />SERVICE FROM THE LUMINAIRE TO P.G. & E. SERVICE POINT AND
<br />TERMINATE CONDUIT AND WIRES AT BOX AS DIRECTED BY P.G. & E.
<br />3. KEEP STREET LIGHTS A MINIMUM OF 3 FEET AWAY FROM THE EDGE
<br />OF DRIVEWAYS OR 5 FEET AWAY FROM FIRE HYDRANTS.
<br />4. TWO OR MORE STREET LIGHTS ON THE SAME CIRCUIT SHALL BE
<br />WIRED TO BALANCE THE LOAD. (SEE WIRING•DIAGRAM)
<br />5. CONDUIT AND FITTINGS: ALL CONDUIT AND FITTINGS SHALL BE
<br />U. L. APPROVED. UNLESS OTHERWISE NOTED OR REQUIRED, USE
<br />MINIMUM 1-1/2" SCHEDULE 40 P.V.C. CONDUIT AND FITTINGS
<br />BELOW GRADE. MINIMUM RADIUS BENDS SHALL BE 18". FOR ABOVE
<br />GROUND INSTALLATION, USE METALLIC RIGID STEEL CONDUIT.
<br />PROVIDE PULL WIRE IN ALL EMPTY CONDUITS. ALL CROSSINGS TO
<br />BE PERPENDICULAR TO STREET.
<br />6. P.V.C. CONDUIT DEPTH: 18" UNDER SIDEWALK; 24" UNDER
<br />PLANTER STRIP; 36" UNDER PAVEMENT; 42" UNDER THOROUGHFARE.
<br />7. CABLE: CABLE SHALL BE A.W.G. NO. 8, 7 -STRAND SOFT COPPER,
<br />TYPE THW OR THHN WITH MINIMUM OF 3/64" POLYVINYLCHLORIDE
<br />INSULATION, UNLESS OTHERWISE NOTED. NO. 10 IN POLE MAY BE
<br />USED.
<br />8. SPLICE BOXES: SPLICE BOXES SHALL BE NO. 3-1/2 STATE TYPE
<br />WITH LID AND BRASS HOLDDOWN BOLTS, UNLESS OTHERWISE NOTED.
<br />LIDS TO BE INSCRIBED "STREET LIGHTING".
<br />9. FUSES: EACH POLE SHALL BE FUSED WITH WATERPROOF IN-LINE
<br />FUSE -HOLDERS AT EACH ADJACENT SPLICE BOX WITH 10 AMP FUSE.
<br />10. SPLICING: ALL SPLICES SHALL BE MADE IN HAND HOLES OR
<br />SPLICE BOXES ONLY. SPLICES SHALL BE MADE WITH "STACK -ON"
<br />CRIMP JOINTS, "SCOTCHLOCK" FASTNERS, OR APPROVED EQUAL. ON
<br />SPLICES MADE BELOW GRADE, WRAP WITH MOISTURE PROOF
<br />INSULATION A MINIMUM OF 1-1/2 TIMES THE THICKNESS OF
<br />REQUIRED WIRE INSULATION THICKNESS.
<br />11. POLE NUMBERS: OBTAIN AND PLACE POLE NUMBERS ON ALL STREET
<br />LIGHT STANDARDS AS REQUIRED. COORDINATE WITH P.G.&E.
<br />AND/OR CITY FOR THEIR REQUIREMENTS.
<br />12. TRENCH: CONDUIT CAN BE PLACED IN JOINT TRENCH. CONDUIT
<br />LAYOUT IS SHOWN SCHEMATICALLY. SEE COMPOSITE DRAWING FOR
<br />TRENCH LOCATION. ANY INCIDENTAL TRENCHING NOT PROVIDED BY
<br />TRENCHING AGENT IS CONTRACTOR'S RESPONSIBILITY.
<br />13. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD
<br />CHANGES MADE WITHOUT FIRST NOTIFYING PRECISION PLANNING.
<br />14. PRECISION PLANNING ASSUMES NO RESPONSIBILITY FOR ANY
<br />VARIANCE BETWEEN THESE PLANS AND THE ACTUAL FIELD
<br />CONDITIONS. CONTRACTOR SHOULD REVIEW PROJECT SITE PRIOR TO
<br />SUBMITTING ITS BID.
<br />15. CONTRACTOR TO CONSULT WITH LOCAL AGENCIES FOR THEIR CIRCUIT
<br />GROUNDING REQUIREMENTS. IF GROUND WIRE IS REQUIRED IN
<br />CONDUIT, INSTALL ACCORDINGLY.
<br />16. LEGEND SYMBOLS ARE SHOWN IN STREET AREA FOR CLARITY.
<br />INSTALL BEHIND CURB AND/OR SIDEWALK PER COON"IY SPHCS. KEEP
<br />CLEAR OF DRIVEWAYS AND PATHWAYS (TYPICAL).
<br />ELECTRIC CONDUIT NOTES
<br />1. CONDUIT FOR DIRECT BURIAL SHALL BE INSTALLED IN ACCORDANCE
<br />WITH P.G.&E. DRAWING 062288.
<br />2. CONDUIT FOR CONCRETE ENCASEMENT SHALL BE INSTALLED IN
<br />ACCORDANCE WITH P.G.&E. DRAWING 062288.
<br />3. ALL CONDUITS SHALL BE PROVEN FREE AND CLEAR OF OBSTRUC-
<br />TIONS BY MEANS OF A MANDREL.
<br />4. A 3/16" POLYPROPYLENE PULL ROPE SHALL BE INSTALLED IN ALL
<br />CONDUITS. FOR CONDUIT RUNS OF 250 FEET OR LESS,
<br />CONTRACTOR MAY INSTALL A 5/32" PULL ROPE.
<br />5. ALL CONDUITS NOT TERMINATED IN ENCLOSURES ARE TO HAVE
<br />RIGID CAPS.
<br />6. ALL CONDUITS TERMINATED IN ENCLOSURES, TRANSFORMERS AND
<br />SWITCH PADS ARE TO HAVE END BELLS.
<br />7. MAINTAIN 3" SEPARATION BETWEEN CONDUITS FOR SUBSTATION
<br />OUTLET AND MAIN FEEDER CIRCUITS.
<br />8. 4" CONDUIT BENDS TO BE A MINIMUM OF 36" RADIUS AND 6"
<br />CONDUIT BENDS TO BE A MINIMUM OF 60" RADIUS (UNLESS
<br />OTHERWISE SPECIFIED OR APPROVED).
<br />9. CONTRACTOR IS RESPONSIBLE TO INSTALL ANY RFQUIRED RISER
<br />CONDUIT BENDS AT BASE OF POLE. INSTALLATION PER P.G.&E.
<br />DRAWING 027742.
<br />TELEPHONE CONDUIT NOTES
<br />1. INSTALL ALL CONDUITS IN ACCORDANCE WITH PAC BELL'S
<br />REQUIREMENTS AND PER "UNDERGROUND TELECOMMUNICATION
<br />CONDUIT SYSTEM GENERAL SPECIFICATIONS".
<br />2. ALL CONDUIT PLACED MUST BE PROVEN (MANDRELLED), LOGANS LOG
<br />MEASUREMENT TAKEN AND PROVIDED TO PAC BELL INSPECTOR.
<br />3. A MINIMUM 3/8" POLYPROPYLENE PULL ROPE SHALL BE INSTALLED
<br />IN ALL CONDUITS.
<br />4. ANY CONDUIT BEND HAVING A RADIUS OF 80 FEET OR LESS MUST
<br />BE ENCASED WITH A MINIMUM OF 3 INCHES OF CONCRETE BEING
<br />PLACED ON THE INSIDE OF THE RADIUS OR AS SPECIFIED BY PAC
<br />BELL INSPECTOR.
<br />JOINT TRENCH CONSTRUCTION NOTES
<br />1. ALL JOINT TRENCH CONSTRUCTION WORK SHALL BE IN ACCORDANCE
<br />WITH P.G.&E. GAS OPERATIONS FORM (75-94) "SPECIFICATION FOR
<br />TRENCHING BY APPLICANT" AND P.G.&E. ENGINEERING STANDARD
<br />DRAWING 040686.
<br />2. ALL WORK SHALL BE SUBJECT TO THE INSPECTION AND SATISFACTION
<br />OF ALL PARTICIPATING UTILITIES AND C'OUN'TYINSPECTORS
<br />3. NO BACKFILLING SHALL BE PERFORMED UNLESS THE INSPECTOR IS
<br />PRESENT OR THE TRENCHING AGENT HAS RECEIVED PRIOR CONSENT
<br />FROM THE INSPECTOR. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
<br />HAVE ALL INSTALLATIONS INSPECTED PRIOR TO ANY BACKFILLING.
<br />4. BACKFILL MATERIAL SHALL BE APPROVED BY THE PARTICIPATING
<br />UTILITIES, SOILS ENGINEER AND COU \"I Y. CONSULT LOCAL AGENCIES
<br />FOR COMPACTION METHODS.
<br />5. THE BOTTOM OF THE TRENCH SHALL BE CLEARED OF ROCKS AND OTHER
<br />HARD SURFACES AND A SAND CUSHION OF AT LEAST FOUR (4) INCHES
<br />MAY BE REQUIRED AS A PAD ON WHICH UTILITY FACILITIES CAN
<br />REST.
<br />6. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE PAVEMENT
<br />AND/OR SIDEWALK WHERE REMOVED OR DAMAGED AS A RESULT OF ITS
<br />OPERATION (UNLESS OTHERWISE NOTED).
<br />7. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND NOTIFY
<br />ALL PARTICIPATING UTILITIES INSTALLATIONS.
<br />8. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD
<br />CHANGES MADE WITHOUT FIRST NOTIFYING PRECISION PLANNING.
<br />9. ANY EXTRA CONSTRUCTION STAKING NECESSITATED SOLELY BY TETE
<br />CONTRACTOR'S NEGLIGENCE WILL BE CHARGED TO AND PAID FOR BY
<br />THE CONTRACTOR.
<br />10. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN
<br />THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION
<br />AVAILABLE TO PRECISION PLANNING AT THE TIME OF PREPARATION OF
<br />THESE PLANS. THEIR LOCATIONS HAVE NOT BEEN VERIFIED IN THE
<br />FIELD AND NO GUARANTEE IS MADE TO THE ACCURACY OF THE
<br />INFORMATION SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
<br />VERIFY THE PRECISE LOCATION OF ALL UNDERGROUND FACILITIES
<br />PRIOR TO THE START OF WORK. CONTACT UNDERGROUND SERVICE
<br />ALERT AT LEAST 48 HOURS IN ADVANCE AT (800) 642-2444.
<br />11. THE CONTRACTOR SHALL CONFORM TO THE APPLICABLE CONSTRUCTION
<br />SAFETY ORDERS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE
<br />STATE OF CALIFORNIA AND ALWAYS COMPLY WITH OSHA REQUIREMENTS.
<br />12. THE DRAWINGS AND SPECIFICATIONS SHALL BE CONSIDERED TO BE
<br />COMPLEMENTARY TO EACH OTHER. ANYTHING SHOWN ON THE DRAWINGS
<br />AND NOT MENTIONED IN THE SPECIFICATIONS, OR MENTIONED IN THE
<br />SPECIFICATIONS AND NOT SHOWN ON THE DRAWINGS, SHALL BE OF
<br />LIKE EFFECT AS IF SHOWN ON OR MENTIONED IN BOTH. IF
<br />DISCREPANCY IS FOUND, NOTIFY PRECISION PLANNING PRIOR TO
<br />STARTING WORK.
<br />13. TRENCH AND CONDUIT LAYOUTS ARE SHOWN SCHEMATICALLY.
<br />14. TRENCHING OR SUBSTRUCTURE EXCAVATION MAY NECESSITATE
<br />OPERATION OVER, UNDER, OR ADJACENT TO OTHER UNDERGROUND
<br />UTILITIES (STORM, SEWER, WATER, ETC...) THE CONTRACTOR IS
<br />RESPONSIBLE TO LOCATE, PROSPECT, EXPOSE AND PROTECT ALL
<br />ADJACENT OR CROSSING UNDERGROUND UTILITIES. THIS WORK TO
<br />PROTECT THOSE UTILITIES IS NOT CONSIDERED AS EXTRA WORK. IT
<br />IS CONTRACTOR'S RESPONSIBILITY TO REVIEW IMPROVEMENT PLANS,
<br />IN CONJUNCTION WITH THIS PLAN, AND BID THE WORK ACCORDINGLY.
<br />15. THE QUANTITIES SHOWN ON THESE PLANS ARE ESTIMATES OF WHAT
<br />WILL ACTUALLY BE NEEDED TO COMPLETE THIS PROJECT. FINAL
<br />QUANTITIES MAY VARY ACCORDING TO CHANGES, ADDITIONS,
<br />DELETIONS OR OMISSIONS ON THE ORIGINAL PLAN.
<br />16. VERIFY ALL SUBSTRUCTURE EXCAVATION DIMENSIONS WITH
<br />SUPPLIER(S).
<br />17. PRECISION PLANNING ASSUMES NO RESPONSIBILITY FOR ANY VARIANCE
<br />BETWEEN THESE PLANS AND THE ACTUAL FIELD CONDITIONS.
<br />CONTRACTOR SHOULD REVIEW PROJECT SITE PRIOR TO SUBMITTING ITS
<br />BID.
<br />18. THE CONTRACTOR IS REQUIRED TO EXCAVATE BELL HOLE(S) AT TIE-IN
<br />LOCATIONS AS DIRECTED BY PARTICIPATING UTILITY.
<br />19. AS -BUILT DRAWINGS TO BE PROVIDED BY CONTRACTOR AFTER
<br />INSTALLATION OF P.G.&E.'S OffiftMdft ELECTRIC SYSTEMS (PRIOR TO
<br />PRIMARY SPLICING).
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<br />N
<br />ItIt •
<br />r
<br />3 •r7
<br />y ..1
<br />(A
<br />UQ
<br />�
<br />W
<br />Uso
<br />M
<br />y
<br />>
<br />a
<br />j
<br />o
<br />0
<br />a
<br />n
<br />APRIL •1991
<br />SCALE
<br />N/A
<br />DRAWN
<br />rjW/FY
<br />JOB NO.
<br />9105
<br />SHEET
<br />C2
<br />OF C9 SHEETS
<br />
|