|
STREET LIGHTING NOTES
<br />1. FOR STREEr LIGHT LOCATIONS & CIRCUTURY SEE STREEr
<br />LIGHT PLANS SHEETS PUSLI-PuSL11.
<br />2. STREET LIGHT CONDUIT INSTALLED N JOINT TRENCH. REFER
<br />TO J.T. COMPOSITE PIANS FOR LOCATION OF STREET LIGHT
<br />TRENCH.
<br />JOINT TRENCH TRANSITION
<br />TRANSITION TRENCH
<br />i PG&E � TELE \ CAN
<br />���CCC rrr i
<br />1 r 1xL �
<br />x
<br />1T \i
<br />`AVN LINE JOINT TRENCHL)
<br />1. CONTRACTOR TO D CAVATE TRANSITIONS FROM MAIN -LINE TRENCH
<br />TO VAULTS AS REQUIRED BY EACH UTILITY.
<br />2. TRANSITIONS NOT SHOWN ON COMPOSITE DRAWING FOR CLARITY.
<br />3. CONTRACTOR TO INCLUDE COST OF TRANSITIONS IN VAULT DfCAVATION COST.
<br />X Y X
<br />Z
<br />JOINT TRENCH
<br />PRIMARY BOX S12E DISTANCE WHEN CONDUIT ENTERS BOX 0'A'
<br />^X" Y Z.
<br />3'x5' 24' 7' 5'
<br />4'6"x8'6" 24' 11' 7'
<br />PRIMARY BOX S12E DISTANCE WHEN CONDUIT ENTERS BOK 0'B'
<br />•X• Y Z.
<br />3'x5' 32' 7' 5'
<br />4'6"x8'6" 32' 11' 7'
<br />TYPICAL PRIMARY BOX EXCAVATION
<br />USING A CONDUIT SYSTEM
<br />NOT TO SCALE
<br />PG&E PRIMARY ENCLOSURE CLEARANCES
<br />3'0"x5'0" PRIMARY ENCLOSURE
<br />OR
<br />4'0'x6'6" PRIMARY ENCLOSURE/TRANSFORMERS
<br />OR
<br />4'6"x8'6"x6'0" PRIMARY ENCLOSURE/TRANSFORMERS
<br />3' MIN. (TYR)
<br />(OR EASEMENT REQUIRED)
<br />DIM "X" DIM "X"
<br />CLEAR CLEAR
<br />WORKING SPACE WORKING SPACE
<br />3' MIN. (TYP)
<br />3' MIN. 3'0"x5'0" ENCLOSURES
<br />4' MIN. 4'0"X6'6" ENCLOSURES
<br />5' MIN. 4'6"X8'6"X6'0" ENCLOSURES
<br />NOT TO SCALE
<br />4'x6'6"x5' SUBSURFACE TRANSFORMER
<br />CLEARANCES
<br />15.5'
<br />LABOR & CONSTRUCTION
<br />TRENCH
<br />RESPONSIBILITY
<br />JOINT TRENCH CONTRACTORS NOTES
<br />TRANSFORMER 3'
<br />8.5'
<br />U
<br />THE CONTRACTOR 5 RESPONSIBLE TO HAVE ALL INSTALLATIONS INSPECTED AND APPROVED
<br />MIN.
<br />U yy w O
<br />J Z H
<br />1.
<br />F/C
<br />Q
<br />W(70 Q
<br />BY THE RESPWM UTILITY COMPANY, MUNICIPAIM, OR SOILS ENGINEER PRIOR TO ANY
<br />WWW
<br />1S diW�z
<br />a
<br />INSTALLATION WORK
<br />d d H U UU
<br />1.
<br />TRENCHING:
<br />*UNLESS OTHERWISE SHOWN OR
<br />EXCAVATE, BACKFILL
<br />00009
<br />**NOTE:
<br />AND COMPACT
<br />THE CONTRACTOR SHALL PERFORM ALL 7RENCFILNG, EMANATING, BACIKFlWNG, INSTALLATION
<br />2.
<br />GAS MATERIAL:
<br />2.
<br />3.
<br />1NSSTA✓=L�
<br />ELECTRIC CABLE:
<br />' ' r
<br />SUPPLY
<br />0000
<br />SHALL BE FAMILIAR WITH OSHA INDUSTRIAL ORDERS AND SHALL CONDUCT HIS WORK
<br />INSTALL
<br />00009
<br />4.
<br />ELECTRIC CONDUIT:
<br />W
<br />m
<br />ACCORDINGLY. WHEN WORKING AROUND ENERGIZED EQUIPMENT. THE UTILITY OWNER SHALL BE
<br />SUPPLY
<br />00009
<br />gg
<br />O
<br />INSTALL
<br />00000
<br />5.
<br />ELECTRIC SPLICE BOXES:
<br />SCHEMATICALLY. THE CONTRACTOR SHILL INSTALL ALL UTILITY VAULTS, PADS, CONDUITS,
<br />3.
<br />EXCAVATE
<br />oocco
<br />THE CONTRACTOR 5 RESPONSIBLE FOR PUBLIC SAFETY AND TRAFFIC CONTROL MEASURES
<br />SUPPLY
<br />OCOOo
<br />INSTALL
<br />OOOOe
<br />6.
<br />ELECTRIC TFMR. ENCLS:
<br />DIMENSIONS WITH SUPPLIERS PRIOR TO EXCAVATING.
<br />Z
<br />SUPPLY
<br />INSTAtL
<br />o0o
<br />7C��
<br />7.
<br />ELECTRIC EQUIP. ENCLS.:EXCAVA
<br />gmL)
<br />oocce
<br />AGREEABLE TO ADJACENT LAD USES AND TENANTS AT ALL TIMES
<br />SUPPLYTE
<br />00009
<br />4.
<br />INSTALL
<br />00000
<br />8.
<br />ELECTRIC TRANS. PADS:
<br />STANDARD PRACTICES AND SPECIFICATIONS OF EACH PARTICIPATING UUUTY COMPANY AND
<br />OR
<br />a
<br />GRADE
<br />o0coo
<br />THE CONTRACTOR 70 BE AWAKE THAT THE LOCATION OF DOSING UNDERGROUND UTILITIES
<br />SUPPLY
<br />oocce
<br />INSTALL
<br />00000
<br />9.
<br />ELECTRIC
<br />PADS:GRA
<br />SPECIFICATIONS OF THE CITY OR COUNTY INVOLVED.
<br />z
<br />SWITCH
<br />0000
<br />BY PGK TELE HOIC DAN, IMPROVEMENT PLANS AND CITY RECORDS. GWAONE DESION
<br />SUPLY
<br />00000
<br />INSTALL
<br />00009
<br />10.
<br />TELEPHONE CONDUIT:SUPPLY
<br />THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO COMMENCING WORK.
<br />DISCREPANCY IS FOUND.
<br />0000
<br />CONTRACTOR 6 RESPONSIBLE 70 VERIFY THE PRECISE LOCATION OF ALL UNDOi KIL D
<br />INSTALL
<br />00000
<br />11.
<br />TELEPHONE CABLE:
<br />FACILITIES. CONTRACTOR MALL NOTIFY UNDERGROUND SERVICE ALERT (USI) (811) AT
<br />SUPPLY
<br />00000
<br />&
<br />INSTALL
<br />00000
<br />12.
<br />TELEPHONE SPLICE BOXES:
<br />SURFACE MATERIAL A SAND BEDDING OF AT LEAST 2" (TWO INCHES) SHALL BE PROVIDED
<br />EXCAVATE
<br />00000
<br />THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF CONSTRUCTION WITH TIE
<br />ON WHICH TIE UTILTRES WILL BE PLACED. (MAY NOT BE REWIRED IN NATIVE SAND MEAS,
<br />6,
<br />INSTALL
<br />0oc00
<br />13.
<br />TELEPHONE SAI PADS:
<br />CONSULT WITH LOCAL AGENCIES).
<br />CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW THE PROJECT AND SITE
<br />INSTALLATIONS.
<br />SUPLY
<br />Q00000
<br />INSTALL
<br />88x8
<br />14.
<br />CATV CONDUITS:
<br />THE ACTUAL LOCATION OF EXISTING FACILITES FROM THAT SHOWN IN THESE PIANS, OR
<br />SUPPLY
<br />00c00
<br />THE CONTRACTOR SHALL NOTIFY DEVELOPER 48 HOURS PRIOR TO THE NEED FOR SURVEY
<br />INSTALL
<br />OC c*0
<br />15.
<br />CATV SPLICE BOXES:EXCAVA
<br />STAKING. THE CONTRACTOR 5 RESPONSIBLE FOR THE PRESEINATKN OF AL CONSTRUCTION
<br />TE
<br />_
<br />SUPPLY
<br />00c00
<br />STAKING SET BY THE DEVELOPERS SURVEYORS AND WILL BE BACK CHARGED FOR ANY
<br />INSTALL
<br />OC c*0
<br />16.
<br />STREET LIGHTING:EXCAVA
<br />RE-STRONG THAT 5 REWIRED.
<br />TE
<br />_
<br />SUPPLY
<br />0oc00
<br />INSTALL
<br />00000
<br />THE 0 ABOVE DESIGNATES THE WORK TO BE PERFORMED
<br />SHOULD A CONFLICT MISE BETWEEN FACILOES SHOWN ON TIRES_ PIANS AND
<br />BY THE CONTRACTOR AND EACH UTILITY
<br />COMPANY.
<br />BETWEEN THESE PIANS AND ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHOULD VISIT
<br />STREET LIGHTING NOTES
<br />1. FOR STREEr LIGHT LOCATIONS & CIRCUTURY SEE STREEr
<br />LIGHT PLANS SHEETS PUSLI-PuSL11.
<br />2. STREET LIGHT CONDUIT INSTALLED N JOINT TRENCH. REFER
<br />TO J.T. COMPOSITE PIANS FOR LOCATION OF STREET LIGHT
<br />TRENCH.
<br />JOINT TRENCH TRANSITION
<br />TRANSITION TRENCH
<br />i PG&E � TELE \ CAN
<br />���CCC rrr i
<br />1 r 1xL �
<br />x
<br />1T \i
<br />`AVN LINE JOINT TRENCHL)
<br />1. CONTRACTOR TO D CAVATE TRANSITIONS FROM MAIN -LINE TRENCH
<br />TO VAULTS AS REQUIRED BY EACH UTILITY.
<br />2. TRANSITIONS NOT SHOWN ON COMPOSITE DRAWING FOR CLARITY.
<br />3. CONTRACTOR TO INCLUDE COST OF TRANSITIONS IN VAULT DfCAVATION COST.
<br />X Y X
<br />Z
<br />JOINT TRENCH
<br />PRIMARY BOX S12E DISTANCE WHEN CONDUIT ENTERS BOX 0'A'
<br />^X" Y Z.
<br />3'x5' 24' 7' 5'
<br />4'6"x8'6" 24' 11' 7'
<br />PRIMARY BOX S12E DISTANCE WHEN CONDUIT ENTERS BOK 0'B'
<br />•X• Y Z.
<br />3'x5' 32' 7' 5'
<br />4'6"x8'6" 32' 11' 7'
<br />TYPICAL PRIMARY BOX EXCAVATION
<br />USING A CONDUIT SYSTEM
<br />NOT TO SCALE
<br />PG&E PRIMARY ENCLOSURE CLEARANCES
<br />3'0"x5'0" PRIMARY ENCLOSURE
<br />OR
<br />4'0'x6'6" PRIMARY ENCLOSURE/TRANSFORMERS
<br />OR
<br />4'6"x8'6"x6'0" PRIMARY ENCLOSURE/TRANSFORMERS
<br />3' MIN. (TYR)
<br />(OR EASEMENT REQUIRED)
<br />DIM "X" DIM "X"
<br />CLEAR CLEAR
<br />WORKING SPACE WORKING SPACE
<br />3' MIN. (TYP)
<br />3' MIN. 3'0"x5'0" ENCLOSURES
<br />4' MIN. 4'0"X6'6" ENCLOSURES
<br />5' MIN. 4'6"X8'6"X6'0" ENCLOSURES
<br />NOT TO SCALE
<br />4'x6'6"x5' SUBSURFACE TRANSFORMER
<br />CLEARANCES
<br />15.5'
<br />SUBSURFACE
<br />TRENCH
<br />O
<br />JOINT TRENCH CONTRACTORS NOTES
<br />TRANSFORMER 3'
<br />8.5'
<br />4' 4'
<br />-s^
<br />THE CONTRACTOR 5 RESPONSIBLE TO HAVE ALL INSTALLATIONS INSPECTED AND APPROVED
<br />MIN.
<br />SIDEWALK
<br />1.
<br />F/C
<br />NOT TO SCALE
<br />PAD SIZE:
<br />48'x48" FIXED BOLLARDS AS REQUIRED
<br />SWITCH CABINET DIMENSIONS: (SEE PG&E ELECTRIC SERVICE
<br />DOCUMENT #051122)
<br />40"w x41"d x55"h
<br />PG&E PAD MOUNT INTERRUPTER DETAIL
<br />(1-4)
<br />N.T.S.
<br />42EXISTING IMPROVEMENTS
<br />SAW CUT
<br />42
<br />13'
<br />s�
<br />SWK °' 4.5'
<br />25'
<br />i
<br />209
<br />III
<br />VERTICAL CURB-
<br />& GUTTER
<br />MAIN STREET
<br />NTS
<br />2
<br />S. L.
<br />6" MIN. COMPACTED ROCKBASE
<br />FOR PRIMARY BOXES AND
<br />TRANSFORMERS (TYR)
<br />JOINT
<br />0
<br />Q
<br />TRENCH
<br />O
<br />JOINT TRENCH CONTRACTORS NOTES
<br />IL
<br />GENERAL NOTES
<br />1.
<br />THE CONTRACTOR 5 RESPONSIBLE TO HAVE ALL INSTALLATIONS INSPECTED AND APPROVED
<br />17.
<br />EDGE OF SPLICE BOXES & PEDESTALS SHALL BE 5' FROM EDGE OF F.H. AND 3' FROM
<br />1.
<br />PC&E'S UO STANDARD 55453 TO BE ATTIRED FOR ALL TRENCHING, BACK-F1LUNG, AND
<br />BY THE RESPWM UTILITY COMPANY, MUNICIPAIM, OR SOILS ENGINEER PRIOR TO ANY
<br />STREET LIGHT C".) CONTRACTOR TO AVOID DISTURBING F.H. THRUST BLACK.
<br />a
<br />INSTALLATION WORK
<br />BACK FILLING. (48 HOUR NOTICE)
<br />*UNLESS OTHERWISE SHOWN OR
<br />NOTED
<br />Z
<br />**NOTE:
<br />18.
<br />THE CONTRACTOR SHALL PERFORM ALL 7RENCFILNG, EMANATING, BACIKFlWNG, INSTALLATION
<br />2
<br />SHOULD A DISPUTE OR DISAGREEMENT OVER MY INSTALLATION, DESIGN, PIAN, GR DRAWING
<br />2.
<br />CONTRACTOR WILL COMPLY WITH ALL LAWS, ORDINANCES AND REGULATIONS. CONTRACTOR
<br />AND ALL OTHER WORK AS SHOWN OR NOTED ON THESE PLIAS & SPECIFICATIONS.
<br />OCCUR THE SPECIFICATIONS AND REQUIREMENTS OF THE INDIVIDUAL UTILITY COMPANY AND
<br />O
<br />SHALL BE FAMILIAR WITH OSHA INDUSTRIAL ORDERS AND SHALL CONDUCT HIS WORK
<br />THEIR INSPECTOR SHALL TAKE PRECEDENCE
<br />W
<br />m
<br />ACCORDINGLY. WHEN WORKING AROUND ENERGIZED EQUIPMENT. THE UTILITY OWNER SHALL BE
<br />19.
<br />ALL TRENCHES BOXES AND CONDUIT LAYOUTS N THIS PLAN SET ARE SHOWN
<br />gg
<br />O
<br />NOTIFIED TO SUPPLY THE APPROPRIATE MAN POWER AND SAFETY PRE ALITIONS AS NEEDED
<br />SCHEMATICALLY. THE CONTRACTOR SHILL INSTALL ALL UTILITY VAULTS, PADS, CONDUITS,
<br />3.
<br />GNCALD E DESIGN SERVICES, INC. ASSUMES NO RESPONSIBILITY FOR THE QUALITY,
<br />0-
<br />THE CONTRACTOR 5 RESPONSIBLE FOR PUBLIC SAFETY AND TRAFFIC CONTROL MEASURES
<br />EIC. IN PROPER RELATION TO FINAL GRADE VERIFY ALL SUBSIRUCTURE D7CCAVATION
<br />QUANTITY OR TIMING OF WORK BY CONTRACTOR, UTILITY COMPANY CONSTRUCTION CREWS
<br />H
<br />J
<br />DIMENSIONS WITH SUPPLIERS PRIOR TO EXCAVATING.
<br />Z
<br />OR OTHER SUBCONTRACTORS TO THE DEVELOPER.
<br />3.
<br />THE CONTRACTOR 5 RESPONSIBLE FOR MAINTAINING POINTS OF ACCESS THAT ARE
<br />gmL)
<br />AGREEABLE TO ADJACENT LAD USES AND TENANTS AT ALL TIMES
<br />20.
<br />ALL JOINT TRENCH CONSTRUCTION WORK SHALL BE IN ACCORDANCE WITH THE CURRENT
<br />4.
<br />THE DRAWINGS AND SPECIFICATIONS SIAL BE CONSIDERED TO BE COMPLEMENTARY TO
<br />z
<br />STANDARD PRACTICES AND SPECIFICATIONS OF EACH PARTICIPATING UUUTY COMPANY AND
<br />OR
<br />a
<br />ONE ANOTHER. ANYTHING MENTIONED IN THE SPECIFICATIONS AND NOT SHOWN ON THE
<br />4.
<br />THE CONTRACTOR 70 BE AWAKE THAT THE LOCATION OF DOSING UNDERGROUND UTILITIES
<br />CONFORM TO TIE CURRENTLY ADOPTED EDITIONS OF THE STANDARD PLANS AND
<br />DRAWINGS OR SHOWN ON THE DRAWINGS AND NOT MENTIONED IN TIE SPMFIGITIONS
<br />94OWN ON THESE PLANS ARE APPROXIMATE BASED UPON MM DATA MAOE AVAILABLE
<br />SPECIFICATIONS OF THE CITY OR COUNTY INVOLVED.
<br />z
<br />SHALL BE CONSIDERED OF LIKE EFFECT AS IF APPEARING IN BOTH, CONTACT GIACALONE
<br />BY PGK TELE HOIC DAN, IMPROVEMENT PLANS AND CITY RECORDS. GWAONE DESION
<br />DESIGN SERVICES INC. PRIOR TO STMT OF WORK OR SUBMITTAL OF BID IF A
<br />SERVICES, INC ASSUMES NO RESPONSIBILITY FOR THE INFORMATION SHOWN. THE
<br />21.
<br />THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO COMMENCING WORK.
<br />DISCREPANCY IS FOUND.
<br />CONTRACTOR 6 RESPONSIBLE 70 VERIFY THE PRECISE LOCATION OF ALL UNDOi KIL D
<br />FACILITIES. CONTRACTOR MALL NOTIFY UNDERGROUND SERVICE ALERT (USI) (811) AT
<br />22.
<br />THE BOTTOM OF ALL TRENCHES BALL BE CLEARED OF ROCKS AND ALL OTHER HARD
<br />&
<br />CONSULT PARTICIPATING UTILITIES, SOILS ENGINEER, AND THE CITY FOR APPROVED BACK
<br />LEST 48 HOURS (2 WORKING DAYS) PRIOR TO STMT OF WORK
<br />SURFACE MATERIAL A SAND BEDDING OF AT LEAST 2" (TWO INCHES) SHALL BE PROVIDED
<br />FILL MATERIAL COMPACTION TO MEET LOCAL AGENCIES REQUIREMENTS.
<br />5.
<br />THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF CONSTRUCTION WITH TIE
<br />ON WHICH TIE UTILTRES WILL BE PLACED. (MAY NOT BE REWIRED IN NATIVE SAND MEAS,
<br />6,
<br />MALOTE DESIGN SERVICES, INC. ASSUMES NO RESPONSIBILITY FOR THE PROJECT
<br />ECTIVE
<br />RESPUTILITY AGENCIES ALLOWNG 48 HOURS PRIOR TO THE NEED FOR
<br />CONSULT WITH LOCAL AGENCIES).
<br />CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW THE PROJECT AND SITE
<br />INSTALLATIONS.
<br />23.
<br />THE CONTRACTOR SHALL NOTIFY GMCALONE DESIGN SERVICES, INC. OF ANY DFFE W CES IN
<br />PRIOR TO SUBMITTING HIS BID.
<br />THE ACTUAL LOCATION OF EXISTING FACILITES FROM THAT SHOWN IN THESE PIANS, OR
<br />6.
<br />THE CONTRACTOR SHALL NOTIFY DEVELOPER 48 HOURS PRIOR TO THE NEED FOR SURVEY
<br />P� OTHER CONFLICTS WITH THE DESIGN, PRIOR TO CONTINUING WORK IN THAT AREA THE
<br />7.
<br />AL
<br />ALL LENGTHS SHOWN W THESE PIANS ME ESTIMATES. FINAL WATITRES SFRN.L BE BASED
<br />BE E,
<br />STAKING. THE CONTRACTOR 5 RESPONSIBLE FOR THE PRESEINATKN OF AL CONSTRUCTION
<br />CONTRACTOR SHALL BE HELD RESPONSIBLE FOR MY FIELD CHANGES MADE WITHOUT FIRST
<br />WHAT PROJECT.
<br />WENT WILL BE NEEDED TO COMPLETE THIS PROTECT. DUE TO CHANGES, ADDITIONS.
<br />COMPLEQUANTITTE
<br />STAKING SET BY THE DEVELOPERS SURVEYORS AND WILL BE BACK CHARGED FOR ANY
<br />NOTIFYING GIACALONE DESIGN SERVICES INC.
<br />ON
<br />GR OMISSIONS FINAL MAY
<br />RE-STRONG THAT 5 REWIRED.
<br />24.
<br />GACALONE DESIGN SERVICES, INC. ASSUMES NO RESPONSIBILITY FOR ANY DIFFERENCES
<br />S
<br />SHOULD A CONFLICT MISE BETWEEN FACILOES SHOWN ON TIRES_ PIANS AND
<br />7.
<br />CONTRACTOR RESPONSIBLE 70 PROTECT IN ALAE ALL EXISTING FACILITIES.
<br />BETWEEN THESE PIANS AND ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHOULD VISIT
<br />IMPROVEMENT PUNS FOR THIS PROJECT, THE IMPROVEMENT PLANS SHALL TAKE
<br />ETHEXCAVATION E UNDERGROUND
<br />EXCAVATION MAY BE REWIRED OVER, UNDER GR ADJACENT TO EXISTING
<br />THE PROJECT SITE PRIOR TO SUBMITTING BID.
<br />PRECEDENCE CONTACT GIACALONE DESIGN SERVICES, INC. (925) 467-1740 IF A PROBLEM
<br />PROTECT
<br />UTILITIES. THE CONTRACTOR B RESPONSIBLE 70 LOCATE, EIPOSE AND PROTECT Nl
<br />SHOULD OCCUR.
<br />EASING FACILITIES. THE CONTRACTOR IS RESPONSIBLE TO BID THE WORK BASED ON THE
<br />25•
<br />THE CONTRACTOR SHALL COORDINATE AL CONNECTIONS BETWEEN EXISTING MD PROPOSED
<br />REVIEW OF THE IMPROVEMENT PLANS IN CONJUNCTION WITH THESE PAWS
<br />FACILITIES WITH THE RESPECTIVE UTILITY INSPWUDR. ALL DUSTING CONDUIT TO BE USED
<br />9.
<br />ALL TRANSFORMERS AND TRANSFDNER PADS ARE TO BE INSTALLED PER PG&E
<br />SHALL BE MANDREL TESTED AND PROVED PRIOR TO WAKING CONNECTION AS OIRWU BY
<br />SPECIFICATIONS. PROTECTIVE BOLLMDS ARE TO BE PLACED WHERE NEEDED AS DIRECTED
<br />8.
<br />ITS THE CONTRACfOR/ODELOPER RESPONSIBILITY 10 MAKE SURE THAT 71E IIDSf
<br />THE GOVERNING INSPECTOR. UTILITY COMPANIES SCOL LAKE AL Wr TIE-INS AND
<br />��
<br />CUMW SET OF PANS ARE BEING USED. CALL GIAACALONE DESIGN SERVICES, INC.
<br />CONNECTIONS. THE CONTRACTOR SHALL NOT EAM
<br />MIER OR WORK ON Y EWE=(828)
<br />487-1740 TO VERIFY.
<br />FACILITES. UNLESS CHIMED BY THE LAW NSPECIDR. THIS COST SEAL BE INCLUDED
<br />10.
<br />THE TRENCH WIDTHS ND DEPTHS SHOWN ARE BASED ON THE ANNUM UTILITY
<br />IN CONTRACTOR BD.
<br />COMPANY REQUIREMENTS
<br />REQUIREMENTS FOR WIDTH, DEPTH THE CONTRACTOR SFRN.L
<br />9.
<br />THE CONTRACTOR SAL COORDINATE ALL TIE-INS WITH UTILITY COMPANIES AS REWIRED.
<br />EXCAVATE HE E THE PROP
<br />EXCAVATE FOR ADDITIONAL WIDTH OR DE7PIFI WHERE THE PROPOSED JOINT TRENCH
<br />28•
<br />THE CONTRACTOR IS REQUIRED TO EXCAVATE 'BELL HOES' AT THE TIE-IN LOCATIONS AS
<br />FACILITIES APPROACH AND CROSS OTHER DUSTING UIIJIY LINES (MM DRNN. SEWER,
<br />10.
<br />THE CONTRACTOR SAL PROVIDE TE -IN HOLE TO 12' BELOW DUSTING GIS MAIN FOR
<br />REQUIRED BY THE UTILITY COMPANIES.
<br />TO CLEAR
<br />PG&E GIS RE-IN(S) UNLESS OTHERWISE NOTED ON PLANS
<br />BE PLACEDEITHEREITHHEABOVETMTHEE Df6STILINGGUUTIIM NES WITH AT LEAST6'6'' tLITIES �
<br />R BELOW OR
<br />11.
<br />JOINT TRENCH FACILITIES SHALL MAINTAIN A MINIMUM OF 3' HORIZONTAL CLEARANCE FROM
<br />27•
<br />TRENCHING MD/0R SUBSTRUCTURE EXCAVATIONS MAY TAKE PLACE OVER, UNDER, OR
<br />CLEARANCE BETWEEN THE EXISTING UTILITY LINES BEING CROSSED, OR SUCH GREATER
<br />EDGE OF JOINT TRENCH TO EDGE OF W UTILITIES WITH A MINIMUM 6" VERTICAL
<br />ADJACENT TO OTHER UNDERGROUND FACILITIES (STORM, SEWER, WATER, EFC.). THE
<br />MINIMUM DISTANCE AS MAY BE REWIRED BY THE LOCAL GOVERNMENTAL AGENCY OR OTHER
<br />CLEARANCE WHEN CROSSING (U.O.N), THE CONTRACTOR SHALL REFER 70 PG&E UO
<br />CONTRACTOR 5 RESPONSIBLE TO LOCATE' EXPOSE AND PROTECT IN PLACE ALL EXISTING
<br />PUBLIC REGULA70RY AGENCY. (SEE MINIMUM COVER AND CLEARANCE TABLE)
<br />STANDARD 55453 FOR ADDITIONAL INFORMATION.
<br />FACILITIES.
<br />FACILITIES. THIS WORK SHALL NOT BE CONSIDERED AS EXTRA WORK. IT IS THE
<br />RESPONSIBILITY TO REVIEW ALL IMPROVEMENT AND GRADING PAWS, IN
<br />11.
<br />TRENCH SECTIONS SHOWN ARE MD INDICATE MEAS OF OCCUPANCY ONLY,
<br />12.
<br />TRANSITION TRENCH FOR VAULTS/PEDESTALS NOT SHOWN FOR CLARITY. THE CONTRACTOR
<br />CONJUNCTION WITH THESE PIANS, AND BD HIS WORK ACCORDINGLY.
<br />THEY DO NOT REFLECT THE SIZE AL QUANTITY F THE FS AS SS BONG INSTALLED AND
<br />E OR QUA
<br />NE DESIGNED TO ACCOMMODATE AL REWIRED FACILITIES M SHOWN ON EACH TRENCH
<br />SIAL PROVIDE INCIDENTAL TRENCHNG AS REQUIRED FOR CONDUIT/CABLE ROUTING INTO
<br />28.
<br />THE RESPECTIVE UTILITY INS PMFGR WILL DETERMINE IN THE FIELD IF REFINING WAIS
<br />PARTICIPANTS' CONSTRUCTION DRAWINGS. REFER TO THE COMPOSE, CONDUIT, STREEILIGNT
<br />VAULTS/PEDESTALS. CONTRACTOR SIAL INCLUDE COST OF TRANSITION TRENCH N
<br />WILL BE NEEDED 70 MEET THE MINIMUM CLEARANCE REQUIREMENTS. REFER 70 THE PG&E
<br />PIM AND/GR EACH RESPECTIVE UTILITY COMPANIES CONSIRWUKIN DRAWINGS FOR THE
<br />VAULT/PEDESTAL EXCAVATION COST.
<br />'GREEN BOOK" STANDARD DRAWING 051122 FOR APPROVED RETAINING WALL REQIUIREMBTS
<br />NECESSARY CONDUIT, CABLE AND/OR PPE BEING INSFAUID.
<br />13.
<br />THE CONTRACTOR SINAL OFFSET VAUL75/PEDESTALS AS REWIRED FOR CONDUIT/CABLE
<br />RETAINING WAILS ARE THE DEVELOPERS RESPONSIBILITY AND ME am INCLUDED IN THIS
<br />12
<br />RESPECTIVE UTILITY TO OBTAIN CITY OR COUNTY APPROVAL OF ALL ABOVE GROUND
<br />ROUTING.
<br />CONTRACT
<br />EWIPNENf.
<br />29.
<br />THE CONTRACTOR SHALL 'RED -LINE" (1) ONE SEF OF THE JOINT TRENCH COMPOSITE
<br />14.
<br />THE CONTRACTOR SAL FIELD ADJUST VMNDICAPDRAMPS AS REQUIRED 70 AVOID
<br />PLANS AND (2) TWO SETS OF THE CAS AND ELECTRIC PIANS WITH AS -BUILT'
<br />13.
<br />AL BOXES TO BE INSTATED WTIHN THE R/W MD/OR PUE AREA.
<br />SEWER A WITH dRIVEWAYS, SIDEWAYS, HANDICAP RAIDS, FIRE FOORANIS, WATER &
<br />SEWER U7D7ALS, ETC.
<br />INFORMATION MD GIVE TO THE DEVELOPER PRIOR TO SPLICING OF THE PRIMARY ELECTRIC
<br />SYSTEM
<br />14.
<br />ANY QUESTIONS OR UNCERTAINTIES REGARDING REMOVAL MD/OR REPLACEMENT OF
<br />EXISTING NARDI OR LANDSCAPE SHALL BE COORDINATED WITH THE DEVELOPER
<br />15.
<br />SERVICE LOCATIONS SHOWN ME APPROXIMATE, THE CONTRACTOR SHALL FIELD VERIFY THEIR
<br />30.
<br />CONTRACTOR TO VERIFY RIGHT OF WAY, PUBLIC UTILITY EASEMENT MD/OR PUBLIC SERVICE
<br />AND/OR OTHER PARTIES/AGENCIES INVOLVED.
<br />EXACT LOCATIONS PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL FIELD ADJUST
<br />EASEMENT ACQUISITION WITH THE APPLICANT PRIOR TO CONSTRUCTION WITHIN AREAS OF
<br />SERVICE STUB AND CROSSING LOCATIONS AS REQUIRED TO AVOID CONFLICTS WITH OTHER
<br />QUESTION.
<br />15.
<br />A 3 FOOT CLEAR & LEVEL WORKING AREA MUST BE MAINTAINED MOUND ALL ELECIRK:
<br />FACILTRE3.
<br />ENCIDSURES, EXCEPT 4'-6"x8'-8" VAULTS WHICH SHALL MAINTAIN A 5 FOOT MINIMUM
<br />31.
<br />SUBSTRUCTURES MUST HAVE 12' MINIMUM CLEARANCE FROM JOINT TRENCH.
<br />CLEAR & LEVEL WORKING AREA ON THE SHORT SIDES AND 3 FOOT ON THE LONG WALL
<br />16.
<br />SMVICE COMPLETION TRENCHES SHALL BE INSTALLED AFTER CURB AND GLITTER, UNLESS
<br />SIDES., PAD MOUNT EQUIPMENT SIAL MNNFAN AN 8 FOOT CLEAR & LEVEL WORKING AREA
<br />DIRECTED OTHERWISE. THE CONTRACTOR SIAL COORDINATE ADDITIONAL MDVE-INS AS
<br />N FRONT OF EQUIPMENT DOORS AND 3 FOOT CLEW ON SIDES & BACK, UNLESS DIRECTED
<br />NECESSARY TO COMPLETE THE SERVICES TO EACH INDIVIDUAL UNIT WITH THE DEVELOPER,
<br />OTHE MSE BY INSPECTOR. REFER TO THE PG&E 'GREEN BOOK" STANDARD DRAWING
<br />UTILITY COMPANIES & AL INVOLVED AGENCIES. THE COST OF THESE MOVE -INS SHALL BE
<br />051122 FOR ADDITIONAL CLEARANCE PROTECTION REQUIREMENTS.
<br />INCLUDED IN THE CONTRACTORS UNIT BID PRICE FOR TRENCHING.
<br />PAD SIZE:
<br />48'x48" FIXED BOLLARDS AS REQUIRED
<br />SWITCH CABINET DIMENSIONS: (SEE PG&E ELECTRIC SERVICE
<br />DOCUMENT #051122)
<br />40"w x41"d x55"h
<br />PG&E PAD MOUNT INTERRUPTER DETAIL
<br />(1-4)
<br />N.T.S.
<br />42EXISTING IMPROVEMENTS
<br />SAW CUT
<br />42
<br />13'
<br />s�
<br />SWK °' 4.5'
<br />25'
<br />i
<br />209
<br />III
<br />VERTICAL CURB-
<br />& GUTTER
<br />MAIN STREET
<br />NTS
<br />2
<br />S. L.
<br />6" MIN. COMPACTED ROCKBASE
<br />FOR PRIMARY BOXES AND
<br />TRANSFORMERS (TYR)
<br />JOINT
<br />0
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<br />TRENCH
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<br />*UNLESS OTHERWISE SHOWN OR
<br />NOTED
<br />Z
<br />**NOTE:
<br />SEE J.T. COMPOSITE PLANS
<br />FOR CONFIGURATIONS AND
<br />ARRANGEMENTS.
<br />DESIGN CHANGE COMPONENT
<br />ANY CHANGES TO THIS DESIGN MUST
<br />BE APPROVED BY
<br />DAVID ORONOS 510-871-0228
<br />PG&E Gas ADE
<br />DEVELOPER
<br />PLEASE NOTE AND SIGN
<br />ALL PG&E ENCLOSURES AND BOXES HAVE BEEN SET TO GRADE
<br />ACCORDING TO GRADE STAKES PROVIDED BY DEVELOPERS
<br />ENGINEER. ALL COSTS TO RELOCATE OR RE -ADJUST BOXES AT
<br />A LATER DATE WILL BE BILLED TO THE DEVELOPER. PLEASE
<br />HAVE YOUR SUPERINTENDENT VERIFY THE CORRECT GRADE OF
<br />ALL ENCLOSURES AND BOXES AND SIGN AND DATE DRAWING.
<br />THANK YOU
<br />slarED:
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<br />PROJECT MANAGER"
<br />LARRY CASKEY
<br />DRAMA BY:
<br />MB2
<br />CHECKED BY:
<br />LARRY CASKEY
<br />SCALE:
<br />N.T.S.
<br />JOB NUMBER:
<br />21-070
<br />DATE LAST MODIFIED:
<br />12-05-23
<br />SHEET
<br />JT2
<br />OF 8 SHEETS
<br />
|