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E
<br />2
<br />VICINITY MAP
<br />MAPI
<br />3061-132
<br />TBAI
<br />X-02
<br />EZi
<br />16 -ST -13-C
<br />CPAI
<br />3061-7
<br />MADPI 60 PSI
<br />NDPI
<br />54 PSI
<br />1''Fi_,rTr i�.t
<br />DESIGN CHANGE COMPONENT
<br />ANY CHANGES TO THIS DESIGN MUST BE APPROVED BY
<br />(now what's below.
<br />Cull before you dig.
<br />PPRRII�ARRTTENTION FOREMAN
<br />D CORRUSION�MECHANIC BbR OCATINGR�
<br />WIRE INSTALLATION AND CATHODIC PRO-
<br />TECTION REQUIREMENTS
<br />TYPICAL T TRENCH
<br />GIS ONLY TRENCH
<br />INSTALL DIRECT BURIAL PLASTIC MAINS &
<br />SERVICES PER NUMBERED DOCUMENTS
<br />A90 -A90.2, A93 -A93.1 & WP4170-03
<br />WP4170-04, WP4170-05, WP4170-08,
<br />WP4170-07 & WP4170-08. INSTALL PLASTIC
<br />MAIN & SERVICE INSERT PER NUMBERED
<br />DOCUMENTS A90.1 -A90.3, A91.2 -A93.1 &
<br />WP4170-03 WP4170-04, WP4170-05,
<br />WP4170-08, WP4170-07 & WP4170-08.
<br />GENERAL NOTES:
<br />NEW VA HOSPITAL
<br />SAN JOAQUIN GENERAL HOSPITAL
<br />5
<br />7
<br />f�
<br />9 IU
<br />GAS LEGEND
<br />EXISTING GAS W
<br />4' (HP)STL MAIN y
<br />(DE) DEAD END MAIN
<br />(T) RED MAIN
<br />rn
<br />INSTALL GAS LO
<br />V (HP)PL MAIN 4o O
<br />---------- 4' (HP)PL SERVICE
<br />LL:
<br />L'
<br />}sr 5" ANODE C> p p t = ME
<br />U N Z S N 1
<br />5'v5' BELLHOLE }
<br />D 4' (HP)PL PURGE CAP
<br />93mml OLQ
<br />LL 9
<br />ELECTROLYSIS TEST STATION Q cm L
<br />(a ELECTRONIC MARKER BALL LCMD
<br />cm
<br />P= a STL/PL }WAY TEE Moto C
<br />EXISTING ETS U L
<br />W � G
<br />H O
<br />PROPOSED WORK: Q" �+ .H�- LL
<br />s 11a14AY aEL 1� Lc 1 0. NE C
<br />J• luw,n uic s,wPm ,li ,. yns.N,. of isn wPum uc sm'"ea�, nm�xo I -a Z
<br />`s•'z" NE=(1)VMrsn a tx IF
<br />ia) , a p AM
<br />en(MS
<br />MAN E U
<br />i W
<br />E-A L
<br />LI
<br />s• m.
<br />gum
<br />`
<br />masmx- �INTVSw ` = C
<br />1� 11E -IN DETAIL Lwwnc-u:exz c2:1 6 a
<br />MINIMUM COVER AND CLEARANCES
<br />MINIMUM SEPARATION FROM
<br />TIC
<br />5 P SL MIN. COVER
<br />12' 1Y 8' 1Y 8' 30'
<br />T (TELEPHONE) 12' - 1' 12' 1Y 12' 24'
<br />C (Gly 1Y In - 12' 1Y 12' 24'
<br />5 (SECONDARIT fi' 1Y 1Y 1.S 3' 1' 30'
<br />P (PRIMARY) 1Y 1Y 12' 3' 3' 3' 36'
<br />(STREET LIGHT) 8' 12' 1Y 1.5' Y - 30'
<br />ETS FRAME AND COVER
<br />FOR PLASTIC MAIN
<br />NOTEW
<br />ETS TO BE INSTALLED
<br />TOR LOCATING PURPOSES
<br />Installation Tested or Inspered
<br />and Noted on Drawing.
<br />All Corrosion Levels 8atis(adory per
<br />PGSE Gas Utility Standard TD41818.
<br />a,allnea EmPlpyee Date
<br />,inion p,e.w�lr: nP�mc,e A Raeued wlnpa
<br />TCPA barMary Is vntWn the scope of the pmk.l.
<br />I .PGRE BORE AIJD INSTALL '� 1 ���', � PLASRC PIPE DATA
<br />2. GAS ONLY DISTRIBUTION AND SERVICE TREIJCIi. I \
<br />3. INSTALL ALL IJEW DISTRIBUTION NlAlll A MINIMUM HDRIZDIITAL ' i � TEST AT 100-110 P.SI FOR MINIMUM OF 5 MIN.
<br />CLEARANCE OF AT LEAST AR FROM THE FACE (OR FOUNDATION) OF ANY \1 1 ` PRESSURE DURA RON INITIALS DA lF OF FES
<br />BUILDING PER GAS STANDARDS A-04 t A-90.
<br />B 4. CONTRACTOR INSTAWNG THE WET UTILITIES MUST MAINTAIN 3' t
<br />SEPARATION FROM A)IY GAS PIPE WITH I' OF UN015TUR13ED DIRT. THE GAS 11111 c
<br />MAIN MUST BE A MIN 10' FROM ANY FOUNDATION PER ADDENDUM A-90 ,r1 \
<br />2-2G-04
<br />==#=
<br />5. DO 116T TREI'ICH WITHIN 2. OF EX15TI11C (JT) GAS MAUI, PER U.5.A. HNID PLASRC PIPE DATA
<br />DIGGING MAY BE 14EEDED AT TIE IN LOCATIONS. SEE PGRE INSPECTOR FOR f/ I, 1 ANUFLAS77 E DATA
<br />OF MANUFACRIRE
<br />DETA LS.
<br />G. PER UTILITY STANDARD TD -417013-0 13, NO LONGER APPROVED FOR I PLAS77C PIPE DATA
<br />USE, DISCONTINUE THE USE OF PERMA5ERT FITTINGS. \ 1 ; FOOTAGE AND SIZE Z
<br />SOR ALL THICKNESS Ly O
<br />CONSTRUCTION REFERENCES:
<br />PIPE MANUFACTURE z
<br />1, REFER TO GAS STANDARDS A-90 4 A-91 FOR TYPICAL DIRECT BURIAL PLASTIC GAS MAIN AND SERVICE INSTALLATION, DA 7E MANUFACIUR£D L Q
<br />2. REFER TO GAS 5TANDARD5 A-90.1 4 A-91.2 FOR TYPICAL PLASTIC GA5 MAIN AND SERVICE INSERT CON5TRUCTION. 111 ` OPE 2406 2708 �07HER PE A w r L>
<br />3, REFER TO GAS 5TANDARD5 A-90.2 4 A-90.3, D-1 2, D-13.1 4 D-14 FOR TYPICAL ANODE AND LOCATING WIRE INSTALLATION 1 Ei FOOTAGE AND SIZE
<br />ON DIRECT BURIAL PLASTIC GA5 MAIN AND 5ERVICES. 1• '7-, Lai = a
<br />`�"`�.,_ .,,. SDR ALL AC7URESS L>
<br />o
<br />4. REFER TO GAS STANDARDS A-91 .3 4 A-91.4 FOR TYPICAL GAS SERVICE R15ER INSTALLATION. \ H �
<br />5. REFER TO GAD STANDARD A-34 FOR TE5T CRITERIA OIJ GAD MAIN AND 5ERVICE5. \ \ PIPE MANUFAC7URE�" zQ U
<br />6, PACIFIC GA5 AND EUECTRIC TO PERFORM ALL HOT TIE-IN5 AND PURGING OF GAS PIPING PER GAS 5TANDARD A-38. "` DA7£ MANUFACTURED
<br />7. CONTRACTOR IS RESPONSIBLE FOR CROSSING IXISTING WATER, SEWER AND STORM DRAIN LINES, EITHER UNDER OR OVER, AS OT \ \ 4a - T6� 11 PE 2406 2706 L70THER PE.• pC N N U
<br />REQUIRED TO MEET PG4E COVER AND CLEARANCE REQUIREMENT5 PER JOINT TRENCH 5TANDARD 55453, GA5 5TANDARO5 A-04 p -r...) m H
<br />AND GAD STANDARDS A-90. \ W HOSPITAL RD z Lr) L,J
<br />8, THE LOCATION OF ALL EX15TING OR NEWLY IN5TALLED WATER, 5EWER, AND 5TORM DRAIN OR OTHER LINES, 5HALL BE I \ 175' OREMAN LAN ID: A7E NEEL-o Z O
<br />DETERMINED BYTHE CONTRACTOR. THE CONTRACTOR5HALL NOT RELY ON PG4E TO LOCATE FACIUTIE5. (PG4E WILL LOCATE PG4E - _ _ OREMAN SIGNATURE. C•> Q Lr)
<br />FACILITIES UPON PROPER U5A NOTIFICATION), CALL U5A AT 81 1 . IX. 4a HP - IG' (1 55) UST ALL PLASTIC PIPE 9Y FOOTAGE SZF. AUNUFACTURER �
<br />9. THE CONTRACTOR WILL BE REQUIRED TO REMOVE AND REPLACE TRENCH 5POIL WITH 100% DEJECT BACKFILL A5 REQUIRED BY k GATE MANUFACNRm PER OAS DESIGN STANDARD IT � N
<br />A PG4E SPECIFICATIONS, AND ANY LOCAL CITY, COUNTY OR STATE REQUIREMENT5. C.7 Q
<br />O. THE CONTRACTOR WILL BE REQUIRED TO PLACE TEMPORARY AND/OR PERMANENT PAVING IN ACCORDANCE WITH ANY LOCAL 1I 1I C7
<br />CITY, COUNT' OR STATE REQUIREMENT5, *PG&E HOT TIE-INS
<br />I 1. SEE COMPOSITE DWG BY APPLICANT. _ g INETµ
<br />12. NO PERMASERT FITTINGS MAY BE 5UB5TITUTED INTO THI5 IN5TALLATION. e.eereOnnat Fmc mr. cennnccoae
<br />6
<br />5 4 3
<br />I�I1lTllt7
<br />C
<br />ETS FRAME AND COVER
<br />FOR PLASTIC MAIN
<br />NOTEW
<br />ETS TO BE INSTALLED
<br />TOR LOCATING PURPOSES
<br />Installation Tested or Inspered
<br />and Noted on Drawing.
<br />All Corrosion Levels 8atis(adory per
<br />PGSE Gas Utility Standard TD41818.
<br />a,allnea EmPlpyee Date
<br />,inion p,e.w�lr: nP�mc,e A Raeued wlnpa
<br />TCPA barMary Is vntWn the scope of the pmk.l.
<br />I .PGRE BORE AIJD INSTALL '� 1 ���', � PLASRC PIPE DATA
<br />2. GAS ONLY DISTRIBUTION AND SERVICE TREIJCIi. I \
<br />3. INSTALL ALL IJEW DISTRIBUTION NlAlll A MINIMUM HDRIZDIITAL ' i � TEST AT 100-110 P.SI FOR MINIMUM OF 5 MIN.
<br />CLEARANCE OF AT LEAST AR FROM THE FACE (OR FOUNDATION) OF ANY \1 1 ` PRESSURE DURA RON INITIALS DA lF OF FES
<br />BUILDING PER GAS STANDARDS A-04 t A-90.
<br />B 4. CONTRACTOR INSTAWNG THE WET UTILITIES MUST MAINTAIN 3' t
<br />SEPARATION FROM A)IY GAS PIPE WITH I' OF UN015TUR13ED DIRT. THE GAS 11111 c
<br />MAIN MUST BE A MIN 10' FROM ANY FOUNDATION PER ADDENDUM A-90 ,r1 \
<br />2-2G-04
<br />==#=
<br />5. DO 116T TREI'ICH WITHIN 2. OF EX15TI11C (JT) GAS MAUI, PER U.5.A. HNID PLASRC PIPE DATA
<br />DIGGING MAY BE 14EEDED AT TIE IN LOCATIONS. SEE PGRE INSPECTOR FOR f/ I, 1 ANUFLAS77 E DATA
<br />OF MANUFACRIRE
<br />DETA LS.
<br />G. PER UTILITY STANDARD TD -417013-0 13, NO LONGER APPROVED FOR I PLAS77C PIPE DATA
<br />USE, DISCONTINUE THE USE OF PERMA5ERT FITTINGS. \ 1 ; FOOTAGE AND SIZE Z
<br />SOR ALL THICKNESS Ly O
<br />CONSTRUCTION REFERENCES:
<br />PIPE MANUFACTURE z
<br />1, REFER TO GAS STANDARDS A-90 4 A-91 FOR TYPICAL DIRECT BURIAL PLASTIC GAS MAIN AND SERVICE INSTALLATION, DA 7E MANUFACIUR£D L Q
<br />2. REFER TO GAS 5TANDARD5 A-90.1 4 A-91.2 FOR TYPICAL PLASTIC GA5 MAIN AND SERVICE INSERT CON5TRUCTION. 111 ` OPE 2406 2708 �07HER PE A w r L>
<br />3, REFER TO GAS 5TANDARD5 A-90.2 4 A-90.3, D-1 2, D-13.1 4 D-14 FOR TYPICAL ANODE AND LOCATING WIRE INSTALLATION 1 Ei FOOTAGE AND SIZE
<br />ON DIRECT BURIAL PLASTIC GA5 MAIN AND 5ERVICES. 1• '7-, Lai = a
<br />`�"`�.,_ .,,. SDR ALL AC7URESS L>
<br />o
<br />4. REFER TO GAS STANDARDS A-91 .3 4 A-91.4 FOR TYPICAL GAS SERVICE R15ER INSTALLATION. \ H �
<br />5. REFER TO GAD STANDARD A-34 FOR TE5T CRITERIA OIJ GAD MAIN AND 5ERVICE5. \ \ PIPE MANUFAC7URE�" zQ U
<br />6, PACIFIC GA5 AND EUECTRIC TO PERFORM ALL HOT TIE-IN5 AND PURGING OF GAS PIPING PER GAS 5TANDARD A-38. "` DA7£ MANUFACTURED
<br />7. CONTRACTOR IS RESPONSIBLE FOR CROSSING IXISTING WATER, SEWER AND STORM DRAIN LINES, EITHER UNDER OR OVER, AS OT \ \ 4a - T6� 11 PE 2406 2706 L70THER PE.• pC N N U
<br />REQUIRED TO MEET PG4E COVER AND CLEARANCE REQUIREMENT5 PER JOINT TRENCH 5TANDARD 55453, GA5 5TANDARO5 A-04 p -r...) m H
<br />AND GAD STANDARDS A-90. \ W HOSPITAL RD z Lr) L,J
<br />8, THE LOCATION OF ALL EX15TING OR NEWLY IN5TALLED WATER, 5EWER, AND 5TORM DRAIN OR OTHER LINES, 5HALL BE I \ 175' OREMAN LAN ID: A7E NEEL-o Z O
<br />DETERMINED BYTHE CONTRACTOR. THE CONTRACTOR5HALL NOT RELY ON PG4E TO LOCATE FACIUTIE5. (PG4E WILL LOCATE PG4E - _ _ OREMAN SIGNATURE. C•> Q Lr)
<br />FACILITIES UPON PROPER U5A NOTIFICATION), CALL U5A AT 81 1 . IX. 4a HP - IG' (1 55) UST ALL PLASTIC PIPE 9Y FOOTAGE SZF. AUNUFACTURER �
<br />9. THE CONTRACTOR WILL BE REQUIRED TO REMOVE AND REPLACE TRENCH 5POIL WITH 100% DEJECT BACKFILL A5 REQUIRED BY k GATE MANUFACNRm PER OAS DESIGN STANDARD IT � N
<br />A PG4E SPECIFICATIONS, AND ANY LOCAL CITY, COUNTY OR STATE REQUIREMENT5. C.7 Q
<br />O. THE CONTRACTOR WILL BE REQUIRED TO PLACE TEMPORARY AND/OR PERMANENT PAVING IN ACCORDANCE WITH ANY LOCAL 1I 1I C7
<br />CITY, COUNT' OR STATE REQUIREMENT5, *PG&E HOT TIE-INS
<br />I 1. SEE COMPOSITE DWG BY APPLICANT. _ g INETµ
<br />12. NO PERMASERT FITTINGS MAY BE 5UB5TITUTED INTO THI5 IN5TALLATION. e.eereOnnat Fmc mr. cennnccoae
<br />6
<br />5 4 3
<br />I�I1lTllt7
<br />
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