HomeMy WebLinkAbout1.8-6825 Ph 3H
C
N
WAI
PGE TO:
5OUEEZE Elastni G 2' AWN
REMOVE: (1) 2' PLASTIC CAP
INSTALL: (1) 2' ELECTROFUSION
COUPLING
CODE: 02-1835
LOCATING WIRE PER GS&S A-90.2
2
APPLICANT TO:
INSTALL: 2' PLASTIC PIPE 3' BEYOND
THE EXISTING 2' GAS AWN
CODE: 01-5079
(1) 2' PURGE CAP
CODE 02-0578
(1) 1/2' BLIND END COUPLING
CODE 02-1032
SPUR SLEEVE CONNECTOR
RI(CODE: 30-1333)
LOOTING WOVE
TEXISTING z' HP PL PROPosEo z' HP PL
GAS TIE-IN DETAIL "A"
No SCALE
PGE 70:
SQUEEZE EXISTING 8' MAIN
REMOVE: (1) Be PIASIIC CAP
INSTALL: (1) Be ELECTROFUSION
COUPLING
CODE 02-1831
LOCATING WITS PER GS&S A-90.2
a
APPLICANT TO:
INSTALL: 8' PLASTIC PPE 4' BEYOND
THE EXISTING Be GAS AWN
CODE: 01-1785
1) Be PURGE CAP
CDDI 02-0802
1 1' BLIND END COUPLING
02-0083
SPUR SLEEVE CONNECTOR
(CODE: 30-1333)
EDGING WINE
TExIsnNG a' HP PL PROPOSED a' HP PL
GAS TIE-IN DETAIL "B"
NO SCALE
1' CTS Comity
BLVD -END CPLG
CODE: 02-0083
LOCATING WIRE
(RUN ABOVE -GROUND
PER A-902)
3
T
IV11"CONSTAB
/
2' I
MIN.
CTSENO rABDE: 02-0083
CPLr
1' CIS CONSTAR THREE-WAY TEECODE 02-1148NG
CODE 02-1021
AT
1' SERIES 1100 EXCESS FLOW VALVE
fCODE: 02-2918
INSTALL EXCESS FLOW VALVES AS CLOSE AS
PRACTICAL TO SERVICE TEE. PER OSS
ow N LL A-933 PG 7 OF 12
w
0. 2' x 1' SADDLE FUSION TAPPING TEE
W/ SOCKET ounEr
m CODE 02-9784
PROPOSED 2" HP PL
TYPICAL BRANCH STUB SERVICE TIE-IN DETAIL
Na SCALE
NOTE:
ALL SERVICES AND SUB -STRUCTURES ARE NOT TO SCALE FOR CLARITY.
ALL COMPONENTS SHALL FIT WITHIN THE PUE OR FRANCHISE AREA UNLESS
OTHERWISE NOTED. REFER TO DETAILS FOR LOCATIONS.
M
EXISTING a" HE PL
PGE TO SQUEEZE AND GAUGE Be PL AWN
PER GS&S A-93.1
INSTALL: (1) Be PLASTIC BUTT FUSION TEE
CODE 02-0202
Be ELECTROFUSION COUPLING
DE 02-X1/8231
TNG JX ' STAIOARD
CODE 03 -OMI (GAUGE TAP)
(2) 1/2' BLIND END COUPLING
CODE 02-1032
LOCATING WOE PER GS&S A-90.2
5
SPLIT SLEEVE CONNECTOR
(CODE 30-1333)
LOOTING WTE
9" HP PL
I
T
APPLICANT TO INSTALL 4' OF Be
PIPE & Be PURGE CAP
AFTER THE REDUCER
GAS TIE-IN DETAIL "C"
Na SCALE
EIS STAIKN
PER GS & S 0-10
BOX UD
FINISH GRADE CODE: 04-3497
LOOP LOCATING WIRE P- VALVE BOX
IN BOX PER A-90.2 CODE: 04-3498
1 LOCATING ARE
I
GAS MAIN
ETS DETAIL
Na SCALE
ABOVE -GROUND SNB MARKER
CODE: 37-0159
TEST AT 100-110 PSI FOR MINIMUM OF 5 MIN
APPLICANT TO:
1" CTS CCNSTAB
Initials
INSTALL' (41) Be PL/SITC RPE (SIRAIGFNn
BUND -END CPLD
CODE: 01-1788
SOL
CODE: 02 -OM
LOCATING YAWATING
C
(1) 8' PURGE CAP
(RUN ABOVE -GMM
CODE: 02-0802
UPWAGING
1' CONSPB CDUPLNG
BLIND END COUPLING
CODE 02-1021
CODE: 02-0083
GAS TIE-IN DETAIL "C"
Na SCALE
EIS STAIKN
PER GS & S 0-10
BOX UD
FINISH GRADE CODE: 04-3497
LOOP LOCATING WIRE P- VALVE BOX
IN BOX PER A-90.2 CODE: 04-3498
1 LOCATING ARE
I
GAS MAIN
ETS DETAIL
Na SCALE
ABOVE -GROUND SNB MARKER
CODE: 37-0159
Plastic Pipe Data
TEST AT 100-110 PSI FOR MINIMUM OF 5 MIN
Pressure
1" CTS CCNSTAB
Initials
Data of Test
BUND -END CPLD
SOL
CODE: 02 -OM
LOCATING YAWATING
C
C.&&S L-18
(RUN ABOVE -GMM
8' X 1090' RDLL
UPWAGING
1' CONSPB CDUPLNG
PER A-90.2)
CODE 02-1021
Footage and Size
/
1' SERIES 800 EXCESS FLOW VALVE
PTA
>
CE
CODE: 02-2917
Data Manufactured
Ann
INSTALL EXCESS FLOW VALVES AS CLOSE AS
Footage and Size
/
PRACTICAL TO SERVICE TEE. PER GSS
a
Pipe Manufacture
A-933 PG 7 OF 12
Date Manufactured
a
2' • 1' SADDLE FUSDN TAPPING TEE
PANAMA IN
Foreman LAIN ID:
>W// SOCKET OUTLET
ForemanSignature:
AF
,'U Cb0E: 02-9784
Q
An
g
ATTACH EFV. I.D. TAG TO
J
CE
STUB END USING THE LOC. WIRE.
PROPOSED 2" HP
PL
a
Plastic Pipe Data
TEST AT 100-110 PSI FOR MINIMUM OF 5 MIN
Pressure
Duration
Initials
Data of Test
12' NR
SOL
WARNING TAPEPa
CD
C
C.&&S L-18
8' X 1090' RDLL
UPWAGING
m
N
1011A TAPE
CODE. 37-8047
Plastic Pipe Data
Footage and Size
/
SDR / Wall Thickness
PTA
Pipe Manufacture
1T YNYN
Data Manufactured
T
0 PE 2406/2708 0 Other PE:
Footage and Size
/
SDR / Wall Thickness
a
Pipe Manufacture
V
Date Manufactured
Q¢
0 PE 2406/2708 0 Other PE:
PANAMA IN
Foreman LAIN ID:
Date--/-/-
ate: / /Foreman
ForemanSignature:
List all plastic pipe by footage, Size, manufacture and date
manufactured per Gas Design Standard A-931
GASLINE CAUTION TAPE
FN9X GRACE
o
/anDn'
/// anDn
10
12' NR
SOL
WARNING TAPEPa
CD
C
C.&&S L-18
8' X 1090' RDLL
UPWAGING
m
N
1011A TAPE
CODE. 37-8047
TAPE
NSTALATM ZONE
owe
Qgom
PTA
�
1T YNYN
T
z
=
C,
an
J
GAS PIPELINE
a
PG&E Plan Check does not release the
Applicant from responsibility to contruct the
Facilities according to PG&E Standards.
In the event of conflict during construction
between PG&E Standards and the plans,
PG&E Standards will control.
FINAL APPROVAL:
Gas ADE: Dame! A Oronnoo's�(925) 270-2272
Signature:
Date: 327/2018
TYPICAL SINGLE STUB SERVICE TIE-IN DETAIL
No scALE
INSTALLATION TESTED OR INSPECTED
AND NOTED ON DRAWING
ALL CORROSION LEVELS SATISFACTORY PER
PG&E GAS UTILITY STANDARD TD -41815
QUALIFIED EMPLOYEE DATE
Corrosion mechanic's signature is required when a
CPA boundary Is within the scope of the project
ATTENTION FOREMAN
PRIOR TO STARTING JOB, CONSULT AREA
CORROSION MECHANIC FOR LOCATING
WIRE INSTALLATION AND CATHODIC PRO-
TECTION REQUIREMENTS
CONTACT: MATT THOMPSON
PHONE: (661) 342-7659
NOTIFIED U.S.A.
DATE:- -- - -- -- -_
TICKET ff:_
OY:
VICINITY MAP
9 10
GAS NOTES:
1. DEVELOPER TO INSTALL ALL GAS PIPE.
2, DEVELOPER TO DO ALL TRENCHING, BACKFILLING AND COMPACTING.
3. REFER TO TRENCHING COMPOSITE DRAWING FOR PRECISE LOCATION
OF TRENCH, TRENCHING DETAILS, SHADING AND OCCUPANCY.
T GAS PIPE REQUIRES SAND SHADING IF NATIVE SOIL IS NOT ROCK -FREE.
PG&E WILL INSPECT BACKFILL MATERIAL.
5. GROUND TO BE WITHIN .2 FT OF FINISH GRADE PRIOR TO INSTALLATION OF GAS PIPE.
6, GAS REQUIRES AT LEAST 3' OF SEPARATION (1' UNDISTURBED SOIL) FROM PARALLEL
RUNS OF WATER, SEWER, OR STORM DRAIN.
7. PRE -CONSTRUCTION MEETING REQUIRED AT LEAST 2 WEEKS PRIOR TO START OF INSTALLATION.
6, CONSULT WITH PG&E REPRESENTATIVE PRIOR TO INSTALLING CONDUIT FOR GAS PIPE.
9, CONTACT PG&E REPRESENTATIVE PRIOR TO MAKING ANY CHANGES FROM THIS DRAWING.
10, ALL EXCESS FLOW VALVES TO BE PLACED 5"-12" FROM GAS MAIN.
11, CALL U.S.A. AT LEAST 48 HRS PRIOR TO TRENCHING (DIAL 811)
CONTRACTOR CONSTRUCTION REFERENCES
1. REFER TO GAS STANDARDS A-90, A-93 & A-93.1, A-93.3, B-90.1, B-90.2, B-90.3, B-91.1
FOR TYPICAL DIRECT BURIAL PLASTIC GAS MAIN AND SERVICE INSTALLATION.
2, REFER TO GAS STANDARDS A-90, A-90.3 & A-93.1 FOR TYPICAL PLASTIC GAS MAIN
AND SERVICE INSERT CONSTRUCTION.
3, REFER TO GAS STANDARDS A-90.2, 0-10, 0-12, 0-13, 0-13.1, TD -4180S & TD -41815 FOR TYPICAL
ANODE AND LOCATING WIRE INSTALLATION ON DIRECT BURIAL PLASTIC GAS MAIN AND SERVICES.
T REFER TO GAS STANDARDS AND A-90 & A-91 FOR TYPICAL GAS SERVICE RISER INSTALLATON
5. REFER TO GAS STANDARD A-34 FOR TEST CRITERIA ON GAS MAIN AND SERVICES.
6, PACIFIC GAS AND ELECTRIC TO PERFORM ALL HOT TIE-INS AND PURGING OF GAS
PIPING PER GAS STANDARD A-38 / TD -A -38B-001
7. CONTRACTOR IS RESPONSIBLE FOR CROSSING EXISTING WATER, SEWER AND STORM
DRAIN LINES, EITHER UNDER OR OVER, AS REQUIRED TO MEET P.G.&E. COVER AND
CLEARANCE REQUIREMENTS. REFER TO UO STANDARD 55453.
& RiF LOCATION OF ALL EXISTING OR NEWLY INSTALLED WATER, SEWER, AND STORM DRAIN OR OTHER
LINES, SHALL BE DETERMINED BY THE CONTRACTOR. THE CONTRACTOR SHALL NOT RELY ON PG&E
TO LOCATE FACILITIES. (PG&E WILL LOCATE PG&E FACILITIES UPON PROPER USA NOTIFICATION).
CALL USA AT 811.
9. THE CONTRACTOR WILL BE REQUIRED TO REMOVE AND REPLACE TRENCH SPOIL WITH SELECT BACKFILL
AS REQUIRED BY PG&E SPECIFICATIONS, AND ANY LOCAL CITY, COUNTY OR STATE REQUIREMENTS.
10, THE CONTRACTOR WILL BE REQUIRED TO PLACE TEMPORARY AND/OR PERMANENT PAVING IN
ACCORDANCE WITH ANY LOCAL CITY, COUNTY OR STATE REQUIREMENTS.
11. USE //10 WIRE ON ALL MAINS AND SERVICES.
12. REFER TO GAS STANDARD J-15 FOR GAS METER LOCATIONS.
APPLICANT TO VERIFY RIGHT OF WAY. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE
PUBLIC UTILITY EASEMENT AND/OR PD PLIC SERVICE PERMITS PRIOR TO COMMENCING THE WORK
EASEMENT ACQUISITION PRIOR TD CONSTRUCTON
AT NO COST TO PG&E.
LEGEND:
- - - - - PROPOSED SERVICE
- - PROPOSED MAIN LINE
EXISTING GAS FACILITY
PROPOSED 5 -LB ZINC ANODE
PROPOSED 8' X 5' X 12" BELLHOLE (12" UNDER PIPE)
-/H EFV PROPOSED EXCESS FLOW VALVE
EQ PROPOSED ETS BOX LOCATED IN OR BEHIND SIDEWALK
aPROPOSED REDUCER
DESIGN CHANGE COMPONENT
ANY CHANGES TO THIS DESIGN
MUST BE APPROVED BY
BRENDA ELRICH (559) 347-5050
PG&E GAS AGE
RECAP
1. INSTALL 1,380' OF 8" HP PL MAIN 1794' IS BETTERMENT)
2. INSTALL 1,645' OF 2" HP PL MAIN 1108' IS BETTERMENT)
3. INSTALL (3) ETS STATIONS
4. INSTALL (3) 5# ZINC ANODES
5. INSTALL (35) ABOVE -GROUND STUB MARKERS
6. INSTALL (3) 1" EFV VALVES 800 SERIES
7. INSTALL (16) 1" EFV VALVES 1100 SERIES
8. INSTALL (35) 1" PL SERVICE STUBS (632')
9. INSTALL (35) 1" PL SERVICE COMPLETIONS (875')
1o.TIE-INS (2) 8" PL x 3" PL (BY PGE)
11, TE -INS (2) 2" PL X 2" PL (BY PGE)
L
PM# 31365163
NOTIFICATION# 113748506
WALL MAP: 5125-A8, 5126-A1
EMERGENCY ZONE: KE 32-A
CATHODIC PROTECTION AREA NUMBER: TBD
THERM BILLING AREA NUMBER: T-01
MAOP: 51 PSI
NOP: 47 PSI
o
ffiITE
10
ESIC
SOL
c9
CD
C
Awo
TOZ
AS,
m
N
0
WHITE LN
owe
Qgom
PTA
�
,
5
z
=
C,
an
J
®
a
W
V
O
2
Q¢
O
PANAMA IN
m
U
2
W
0
Q
O_
W
J
P
a
�
a
61
Z
CE)
CEP O
2
cz
O
V
V
z
o
w
d
LOS
�
U
AP
z
AP
ED
o
N
up
E
H
N
M-
PO
1
^
Q
�
N
E
w
m
70FER7 D
E-1
TAFT HWY
a
ORIS ALLAIN
CJ
C23
TS
VICINITY MAP
9 10
GAS NOTES:
1. DEVELOPER TO INSTALL ALL GAS PIPE.
2, DEVELOPER TO DO ALL TRENCHING, BACKFILLING AND COMPACTING.
3. REFER TO TRENCHING COMPOSITE DRAWING FOR PRECISE LOCATION
OF TRENCH, TRENCHING DETAILS, SHADING AND OCCUPANCY.
T GAS PIPE REQUIRES SAND SHADING IF NATIVE SOIL IS NOT ROCK -FREE.
PG&E WILL INSPECT BACKFILL MATERIAL.
5. GROUND TO BE WITHIN .2 FT OF FINISH GRADE PRIOR TO INSTALLATION OF GAS PIPE.
6, GAS REQUIRES AT LEAST 3' OF SEPARATION (1' UNDISTURBED SOIL) FROM PARALLEL
RUNS OF WATER, SEWER, OR STORM DRAIN.
7. PRE -CONSTRUCTION MEETING REQUIRED AT LEAST 2 WEEKS PRIOR TO START OF INSTALLATION.
6, CONSULT WITH PG&E REPRESENTATIVE PRIOR TO INSTALLING CONDUIT FOR GAS PIPE.
9, CONTACT PG&E REPRESENTATIVE PRIOR TO MAKING ANY CHANGES FROM THIS DRAWING.
10, ALL EXCESS FLOW VALVES TO BE PLACED 5"-12" FROM GAS MAIN.
11, CALL U.S.A. AT LEAST 48 HRS PRIOR TO TRENCHING (DIAL 811)
CONTRACTOR CONSTRUCTION REFERENCES
1. REFER TO GAS STANDARDS A-90, A-93 & A-93.1, A-93.3, B-90.1, B-90.2, B-90.3, B-91.1
FOR TYPICAL DIRECT BURIAL PLASTIC GAS MAIN AND SERVICE INSTALLATION.
2, REFER TO GAS STANDARDS A-90, A-90.3 & A-93.1 FOR TYPICAL PLASTIC GAS MAIN
AND SERVICE INSERT CONSTRUCTION.
3, REFER TO GAS STANDARDS A-90.2, 0-10, 0-12, 0-13, 0-13.1, TD -4180S & TD -41815 FOR TYPICAL
ANODE AND LOCATING WIRE INSTALLATION ON DIRECT BURIAL PLASTIC GAS MAIN AND SERVICES.
T REFER TO GAS STANDARDS AND A-90 & A-91 FOR TYPICAL GAS SERVICE RISER INSTALLATON
5. REFER TO GAS STANDARD A-34 FOR TEST CRITERIA ON GAS MAIN AND SERVICES.
6, PACIFIC GAS AND ELECTRIC TO PERFORM ALL HOT TIE-INS AND PURGING OF GAS
PIPING PER GAS STANDARD A-38 / TD -A -38B-001
7. CONTRACTOR IS RESPONSIBLE FOR CROSSING EXISTING WATER, SEWER AND STORM
DRAIN LINES, EITHER UNDER OR OVER, AS REQUIRED TO MEET P.G.&E. COVER AND
CLEARANCE REQUIREMENTS. REFER TO UO STANDARD 55453.
& RiF LOCATION OF ALL EXISTING OR NEWLY INSTALLED WATER, SEWER, AND STORM DRAIN OR OTHER
LINES, SHALL BE DETERMINED BY THE CONTRACTOR. THE CONTRACTOR SHALL NOT RELY ON PG&E
TO LOCATE FACILITIES. (PG&E WILL LOCATE PG&E FACILITIES UPON PROPER USA NOTIFICATION).
CALL USA AT 811.
9. THE CONTRACTOR WILL BE REQUIRED TO REMOVE AND REPLACE TRENCH SPOIL WITH SELECT BACKFILL
AS REQUIRED BY PG&E SPECIFICATIONS, AND ANY LOCAL CITY, COUNTY OR STATE REQUIREMENTS.
10, THE CONTRACTOR WILL BE REQUIRED TO PLACE TEMPORARY AND/OR PERMANENT PAVING IN
ACCORDANCE WITH ANY LOCAL CITY, COUNTY OR STATE REQUIREMENTS.
11. USE //10 WIRE ON ALL MAINS AND SERVICES.
12. REFER TO GAS STANDARD J-15 FOR GAS METER LOCATIONS.
APPLICANT TO VERIFY RIGHT OF WAY. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE
PUBLIC UTILITY EASEMENT AND/OR PD PLIC SERVICE PERMITS PRIOR TO COMMENCING THE WORK
EASEMENT ACQUISITION PRIOR TD CONSTRUCTON
AT NO COST TO PG&E.
LEGEND:
- - - - - PROPOSED SERVICE
- - PROPOSED MAIN LINE
EXISTING GAS FACILITY
PROPOSED 5 -LB ZINC ANODE
PROPOSED 8' X 5' X 12" BELLHOLE (12" UNDER PIPE)
-/H EFV PROPOSED EXCESS FLOW VALVE
EQ PROPOSED ETS BOX LOCATED IN OR BEHIND SIDEWALK
aPROPOSED REDUCER
DESIGN CHANGE COMPONENT
ANY CHANGES TO THIS DESIGN
MUST BE APPROVED BY
BRENDA ELRICH (559) 347-5050
PG&E GAS AGE
RECAP
1. INSTALL 1,380' OF 8" HP PL MAIN 1794' IS BETTERMENT)
2. INSTALL 1,645' OF 2" HP PL MAIN 1108' IS BETTERMENT)
3. INSTALL (3) ETS STATIONS
4. INSTALL (3) 5# ZINC ANODES
5. INSTALL (35) ABOVE -GROUND STUB MARKERS
6. INSTALL (3) 1" EFV VALVES 800 SERIES
7. INSTALL (16) 1" EFV VALVES 1100 SERIES
8. INSTALL (35) 1" PL SERVICE STUBS (632')
9. INSTALL (35) 1" PL SERVICE COMPLETIONS (875')
1o.TIE-INS (2) 8" PL x 3" PL (BY PGE)
11, TE -INS (2) 2" PL X 2" PL (BY PGE)
L
PM# 31365163
NOTIFICATION# 113748506
WALL MAP: 5125-A8, 5126-A1
EMERGENCY ZONE: KE 32-A
CATHODIC PROTECTION AREA NUMBER: TBD
THERM BILLING AREA NUMBER: T-01
MAOP: 51 PSI
NOP: 47 PSI
z
o
10
ESIC
c9
CD
Awo
xr
AS,
m
N
0
owe
Qgom
PTA
�
,
z
=
C,
an
J
®
CO
W
V
O
2
Q¢
O
d
m
U
2
W
0
Q
O_
W
J
a
m
a
61
CE)
CEP O
cz
¢
V
V
z
o
w
d
LOS
�
U
AP
z
AP
ED
o
N
up
E
H
N
Y
^
1
z
�
N
E
w
m
E-1
�
a
CJ
C23
O
U
U
tl
as
S+
z_
Ad
O
upm
0
dr,
E
Ef
.I
z
"
F,
w
v
a
LiJ
�
Z
o
a
o
w
■t■I
U
z
o
ESIC
CD
Awo
xr
AS,
m
N
-
owe
Qgom
�
,
z
=
C,
an
J
®
�
w
O
DEC
W
V
O
2
Q¢
d
Q
U
U
2
W
0
Q
!n
0
6 5 4 3 2 1 INCH 0
1.8-6825 Ph 3
ESIC
CD
xr
�
Q
�
=
z
Un
W[r
Y
O
C7
E,,
I.
W
J
a
m
a
61
CE)
CEP O
cz
¢
o
CXJ
J
LOS
�
FD
E'Q
ED
o
N
�
H
Y
Q
w
m
>
C23
0
0
z_
w
0
a
0
6 5 4 3 2 1 INCH 0
1.8-6825 Ph 3
1.8-6825 Ph 3