HomeMy WebLinkAbout1.8-6758 Ph 4E
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1 2 3
LOT LINE
LOT LINE l'-6"1
- — - w GSTC STUB -
IL
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— — — R/W
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WATER METER I MAIN TRENCH O
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LOT LINE I _
f� V-6"
TYPICAL INTERIOR STUB INSTALLATION
24" NIDE
(COMMON)
I r FINISH GRADE
30" MINIMUM IN
FRANCHISE AREA 30" MINIMUM IN
:. FRANCHISE AREA
12" SANDif ' 12
OVER TELE II MIN
2" OR 4".'. C.:C : `.. :: '„ POSSIBLE 62"
12" MIN.
2" OR 4'
3MIN." ;
El
MIN.
2" or 4" SHADING
1) 2" SAND SHADING AROUND GAS & ELECTRIC IF SOIL IS NOT ROCK FREE
2) ONLY PARTIES PARTICIPATING IN U.S.A. ARE ALLOWED IN JOINT TRENCH
3) ANY PARTY EXCEEDING ITS TRENCH ALLOTMENT SHALL MAKE
ARRANGEMENTS TO ENSURE THAT TRENCH WILL ACCOMMODATE
ADDED FACILITIES
4) GAS TO GO ON SIDE OF TRENCH NEAREST STREET
5) TRENCH LAYOUT SHALL CONFORM TO UO STANDARD S5453.
TYPICAL DISTRIBUTION TRENCH
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.
1
SUBSTRUCTURE VERIFICATION STAMP
DEVELOPER
PLEASE NOTE AND SIGN
ALL P.G.& E. ENCLOSURES AND BOXES HAVE BEEN SET TO GRADE ACCORDING TO GRADE
STAKES PROVIDED BY DEVELOPERS ENGINEER. ALL COSTS TO RELOCATE OR RE -ADJUST
BOXES AT A LATER DATE WILL BE BILLED TO THE DEVELOPER. PLEASE HAVE YOUR JOB
SUP. VERIFY THE CORRECTED GRADE OF ALL ENCLOSURES AND BOXES. AND SIGN AND
DATE DRAWING.
THANK YOU
SIGNED
DATE
NO SCALE
NO SCALE
4 � 5
18' MIN
FINISH GRADE
24" MIN.
59-1/2" MIN.
T T C C
6" PMIN.
000
1) 2” SAND SHADING AROUND GAS & ELECTRIC
IF NATIVE SOIL IS NOT ROCK FREE.
2) SEE OTHER DETAIL IF NON -PG&E
STREETLIGHT IS IN TRENCH
3) ONLY PARTIES PARTICIPATING IN U.S.A. ARE
ALLOWED IN THIS TRENCH
2" MIN.
2" MIN.
2' SHADING
TYPICAL SERVICE TRENCH
NO SCALE
10'
PUE
4'/6'
PAD -MOUNTED /
EQUIPMENT
SUBSURFACE
ENCLOSURE
L
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TRENCH
CENTERLINE
TYPI CAL INTERIOR STREET
NO SCALE
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TRENCH
CENTERLINE
TAFT HIGHWAY
NO SCALE
7
JOINT TRENCH RECAP
TRENCH
OCCUPANTS
DISTRIBUTION
OR SERVICE
TRENCH SIZE
DEPTH
FOOTAGE
BACKFILL
SURFACE
GSTC
DIST
24" x 59"
486'
SPREAD
DIRT
GPTC
DIST
24" x 59"
312'
SPREAD
DIRT
GPSTC
DIST
24" x 59"
873'
SPREAD
DIRT
SC
DIST
24" x 59"
83'
SPREAD
DIRT
P
DIST
24" x 59"
1 150'
SPREAD
DIRT
GSTC
SERV FRANCH
18" x 46
362'
SPREAD
DIRT
GSTC
SERV PRIVATE
18" x 46"
1 210' ISPREAD
[C]
DIRT
GSTC
SERV COMPL.
18" x 46"
950'
SPREAD
DIRT
S
SERVICE
18" x 46"
10'
SPREAD
DIRT
GAS NOTE:
TRENCH DEPTH NOT TO EXCEED 5' UNLESS
APPROVED BY PG&E INSPECTOR. IN NO CASE
SHOULD PLASTIC GAS PIPE BE INSTALLED AT A
DEPTH GREATER THAN 10' UNLESS APPROVED
BY PG&E SENIOR GAS ENGINEER.
FOR TRENCH INSPECTION
CALL (559) 263-7312
ANY CHANGES TO THIS DESIGN MUST
FIRST BE APPROVED BY PG&E.
GAS ADE: DOMINIC OTHART
PHONE: (661) 398-5817
NOTE: USE THIS DRAWING FOR STAKING TRENCHES ONLY. REFER TO APPROVED ELECTRICAL
DRAWINGS FOR ELECTRIC FACILITY PLACEMENT, DETAILS, AND CLEARANCES.
JOINT TRENCH COMPOSITE APPROVED BY:
GAS ADE:
ELECT ADE:
DATE:
E:3
9 � 10
GENERAL NOTES:
DEVELOPER TO DO ALL TRENCHING, SHADING, AND BACKFILLING. PER UO STANDARD S-5453.
2. PHONE AND CABLE TV FACILITIES ARE SUBJECT TO CHANGE AT THE DISCRETION OF THOSE COMPANIES.
:i. PADS, BOXES AND OTHER FACILITES AREOTOT SHOWN TO SCALE.
4. GAS AND ELECTRIC FACILITIES WILL REQUIRE SAND SHADING IF NATIVE SOIL IS NOT ROCK -FREE. PG&E
WILL INSPECT BACKFILL MATERIAL. TEL AND/OR CATV MAY ALSO REQUIRE 12" OF SAND BACKFILL.
5. GROUND TO BE WITHIN .2 FT OF FINISH GRADE PRIOR TO TRENCHING.
6. GAS AND ELECTRIC FACILITES REQUIRE AT LEAST 3' OF SEPARATION (1' UNDISTURBED SOIL) FROM
PARALLEL RUNS OF WATER, SEWER, OR STORM DRAIN.
7. PRE -CONSTRUCTION MEETING REQUIRED TWO WEEKS PRIOR TO THE START OF INSTALLATION.
8. CALL U.S.A. AT LEAST 48 HOURS PRIOR TO TRENCHING (DIAL 811)
9. PG&E WILL ASSIST IN LOCATING ENDS OF EXISTING GAS MAINS.
10.. DEVELOPER IS RESPONSIBLE FOR OBTAINING ENCROACHMENT PERMITS..
11. STREETLIGHT LOCATIONS MAY HAVE CHANGED. REFER TO THE APPROVED STREETLIGHT IMPROVEMENT
PLAN FOR STREETLIGHT INSTALLATION.
12. DEVELOPER SHALL CONTACT ALL INVOLVED PARTIES PRIOR TO MAKING ANY CHANGES FROM TF.IS DRAWING.
13. REFER TO EACH PARTY'S INSTALLATION INSTRUCTIONS FOR MORE PRECISE DESCRIPTION OF
SUBSTRUCTURES AND OTHER REQUIREMENTS.
LEGEND:
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MINWM SEPARATION AND CLEARANCE RSQVJREMENT ." (Inches)
G
GAS
�>
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P
ELECTRIC PRIMARY
S
ELECTRIC SECONDARY
T
TELEPHONE
F (T£L£PrNONeI DUCT 12
C
CABLE TV
12 1
/
SLASH INDICATES
CHANGE IN OCCUPANCY
— — --- — —
PROPOSED
SERVICE TRENCH
— —
PROPOSED
MAIN LINE TRENCH
o
EXISTING UNDERGROUND
FACILITY
SOURCES. NON -PG&E')
�2]
PROPOSED
#2 (17" x 30" x 18") ELECTRIC SPLICE BOX
'2_E]
PROPOSED
#2E (17" x 30" x 26") ELECTRIC SPICE BOX
� 3]
PROPOSED
#3 (24" x 36" x 18") ELECTRIC SPLICE BOX
�3E]
PROPOSED
#3E (24" x 36" x 26") ELECTRIC SPLICE BOX
F-6]
PROPOSED
#6 (4' x 6'-6" x 5') SUB -SURFACE ENCLOSURE
�T]
PROPOSED
TELEPHONE PEDESTAL\SPLICE BOX
[C]
PROPOSED
CABLE SPLICE BOX
LW
PROPOSED
PAD MOUNTED TRANSFORMER
cPsrc
10'
INDICATES
TRENCH FOOTAGE & OCCUPANCY
---
PROPOSED
LS 2A STREET LIGHT LOCATION (SEE NOTE 11)
----�'
PROPOSED
SERVICE LOCATION
AL'_ FIELD CHANGES REQUIRE PRIOR APPROVAL FROM:
COMPANY TELEPHONE
1. LES INGLES P G & E (661) 398-3907
2. BRIAN FRANZ ATT (661) 631-3492
3. GREG EOFF BRIGHTHOUSE (661) 395-3351
Utility Standard 55453. "Joint Tronch Exh1c't B Es updated as tc c -n s'
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F (T£L£PrNONeI DUCT 12
17 t
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12
S� (ELECTRIC SECONDARY, _ --
3 s
_(ELECTRIC PRIMARY) 2 2„
.
3
St a (STREETLIGHT)
3
SEE NOTE 3
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FE* (FOREIGN ELECTRIC 1: 12
12 .
SOURCES. NON -PG&E')
SEE NOTE 5
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PGE TO:
SQUEEZE EXIST. 2" MAIN
REMOVE: (1) 2" PLASTIC CAP
INSTALL: (1) 2" ELECTROFUSION
CODE: 02-1635
LOCATING WIRE PER GS&S A-90.2
TEXISTING 2• HP PL PROPOSED 2' HP PL
° I GAS TIE-IN DETAIL "A)) -
NO SCALE
C
1 LB. ANODE -
CODE: 56-1494
1 " CTS CONSTAB
BLIND -END CPLG
CODE: 02-0083 T
T LOCATING
I WIRE /
2' /
/
MIN. I / 1" CTS CONSTAB
I / BLIND -END CPLG
/ CODE: 02-0083
1" CTS CONSTAB THREE-WAY TEE
CODE: 02-1145 I
I- 1' CONSTAB COUPLING
B I CODE: 02-1021
J
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1" SERIES 1100 EXCESS FLOW VALVE
= 0 � CODE: 02-2918
> INSTALL EXCESS FLOW VALVES 8"-12"
o U FROM SERVICE TEE, PER GSS
oN A-93.3 PG 5 OF 9
1" CONSTAB COUPLING
0 < CODE: 02-1021
n. m
2" x 1" BRANCHING SADDLE
PROPOSED 2" HP PL w CODE: 02-9792
CAL BRANCH STUB SERVICE TIE-IN DETAIL
TYPI
NO SCALE
A
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.
4 5 1 6
LOOP LOCATIONC
IN BOX PER A -
ETS STATION
PER G.S. & S. 0-10
FIN. GRD.
LOCATING MARE
GAS MAIN
ETS DETAIL_
NO SCALE
1 L.B. ANODE
TEST AT 100-110 PSI FOR MINIMUM OF 5 MIN
Pressure
CODE: 56-1494
Initials
Date of Test
SITE
1
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1" CTS CONSTAB
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G.S.&S L-16
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6" X 1000' ROLL
BLIND -END CPLG
TERA TAPE
CODE: 37-9947
WARNING TAPE
INSTALATION ZONE
o
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CODE: 02-0083
LOCATING
Plastic Pipe Data
Footage and Size
/
SDR / Wall Thickness
WIRE
Pipe Manufacture
V,
Date Manufactured
1* CONSTAB COUPLING
❑ PE 2406/2708 ❑ Other PE:
Footage and Size
CODE: 02-1021
SDR / Wall Thickness
2
Pipe Manufacture
1" SERIES 800 EXCESS FLOW VALVE
Date Manufactured
>
a'
❑ PE 2406/2708 ❑ Other PE:
CODE: 02-2917
Foreman LAN ID: Date:
Foreman Signature:
List all plastic pipe by footage, size, manufacture and date
manufactured per Gas Design Standard A-93.1
INSTALL EXCESS FLOW VALVES 8"-12'
D
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FROM SERVICE TEE, PER GSS
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CODE: 02-9792
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ATTACH EFV. I.D. TAG TO
PROPOSED 2"
I
HP PL
STUB END USING THE LOC. WIRE.
TYPICAL
SINGLE
STUB SERVICE TIE-IN DETAIL_
00
NO SCALE
7 1 8
Plastic Pipe Data
TEST AT 100-110 PSI FOR MINIMUM OF 5 MIN
Pressure
Duration
Initials
Date of Test
SITE
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WARNING TAPE
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G.S.&S L-16
/o
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6" X 1000' ROLL
TERA TAPE
CODE: 37-9947
WARNING TAPE
INSTALATION ZONE
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1
Plastic Pipe Data
Footage and Size
/
SDR / Wall Thickness
Li l
Z
Pipe Manufacture
V,
Date Manufactured
NTS
❑ PE 2406/2708 ❑ Other PE:
Footage and Size
/
SDR / Wall Thickness
O
Pipe Manufacture
Date Manufactured
:M
❑ PE 2406/2708 ❑ Other PE:
c-
Foreman LAN ID: Date:
Foreman Signature:
List all plastic pipe by footage, size, manufacture and date
manufactured per Gas Design Standard A-93.1
GASLINE
CAUTION TAPE
FINISH GRADE
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WARNING TAPE
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G.S.&S L-16
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6" X 1000' ROLL
TERA TAPE
CODE: 37-9947
WARNING TAPE
INSTALATION ZONE
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GAS PIPELINE
ATTENTION FOREMAN
PRIOR TO STARTING JOB, CONSULT AREA
CORROSION MECHANIC FOR LOCATING
WIRE INSTALLATION AND CATHODIC PRO-
TECTION REQUIREMENTS
CONTACT: SAM HENRY
PHONE: 661-342-0855
NOTIFIED U.S.A.
DATE:
TICKET:
BY:
INSTALLATION TESTED OR INSPECTED
AND NOTED ON DRAWING
ALL CORROSION LEVELS SATISFACTORY PER
PG&E GAS UTILITY STANDARD TD -4181S
QUALIFIED EMPLOYEE DATE
Corrosion mechanics signature is required when a
CPA boundary is within the scope of the project
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.
4. 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 INSTALLATON.
8. 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 8"-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 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, 0-13, 0-13.1, TD -41805 & TD -4181S FOR TYPICAL_
ANODE AND LOCATING WIRE INSTALLATION ON DIRECT BURIAL PLASTIC GAS MAIN AND SERVICES.
4. REFER TO GAS STANDARDS AND A-90 & A-91 FOR TYPICAL GAS SERVICE RISER INSTALLATION
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
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 S5453.
8. THE 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 REQUIREMEN-S.
1C. 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.
McKEE RD.
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VICINITY MAP
APPLICANT TO VERIFY RIGHT OF WAY, THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE
PUBLIC UTILITY EASEMENT AND/OR PUBLIC SERVICE PERMITS PRIOR TO COMMENCING THE WORK
EASEMENT ACQUISITION PRIOR TO CONSTRUCTION
AT NO COST TO PG&E.
LEGEND:
PROPOSED SERVICE
PROPOSED MAIN LINE
EXISTING GAS FACILITY
PROPOSED 5 -LB ZINC ANODE
PROPOSED 4' x 6' x 12" BELLHOLE (12" UNDER PIPE)
�F-EFV PROPOSED EXCESS FLOW VALVE
EQ PROPOSED ETS BOX LOCATED IN OR BEHIND SIDEWALK
DESIGN CHANGE COMPONENT
ANY CHANGES TO THIS DESIGN
MUST BE APPROVED BY
DOMINIC OTHART (661) 398-5817
PG&E GAS ADE
RECAP
1. INSTALL 1,671' OF 2" HP PL MAIN
2. INSTALL (2) ETS STATIONS
3. INSTALL (3) 5# ZINC ANODES
4. INSTALL (37) 1# MAGNESIUM ANODES
5. INSTALL (21) 1" EFV VALVES (5) 800 SERIES (16) 1100 SERIES
6. INSTALL (21) 1" PL SERVICE STUBS (572')
7. INSTALL (38) 1" PL SERVICE COMPLETIONS (950')
8. TIE-INS (2) 2" PL X 2" PL (BY PGE)
No. M31650
o�. e,/agp�on
OF1®111�1►.�pQ�
PLAT 5126-D6
M.A.O.P. 60 PSIG
C.P.A./C.P.S 512600
T.B.A. T-01
EMERGENCY ZONE:
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LEGEND
INSTALL
DESCRIPTION
D4 D4
VACANT DUCT 4"
D6 D6
VACANT DUCT 6"
-P PP PRIMARY CABLE - 1-1/OAL EPR ENCAP IN EXISTING 1-2" CONDUIT
P1 P1
PRIMARY CABLE - 1-1/OAL EPR ENCAP IN NEW 1-2" CONDUIT
S S
S SECONDARY CABLE - 1/OAL TPX IN NEW 1-3" CONDUIT
S1 S1
SECONDARY CABLE - 4/OAL TPX IN NEW 1-3" CONDUIT
S2 S2
SECONDARY CABLE - 350AL TPX IN NEW 1-4" CONDUIT
SV SV
SERVICE CABLE - 4/DAL TPX IN NEW 1-3" CONDUIT
SVl _SV1
SERVICE CABLE - 1/OAL TPX IN NEW 1-3" CONDUIT
STREETLIGHT CABLE
EXISTING
DESCRIPTION
-2X
3 PHASE PRIMARY CABLE/CONDUCTOR - SIZE AS SHOWN
13 CUST
1 PHASE PRIMARY CABLE/CONDUCTOR - SIZE AS SHOWN
- - - -
- VACANT CONDUIT (PRIMARY) - SIZE AS SHOWN
INSTALL
EXISTING DESCRIPTION
1-f 11
F22 17" x 30" x 18" SECONDARY BOX
LJ
17" x 30" x 26" SECONDARY BOX
X317
24" x 36" x 18" SECONDARY BOX
3E
24" x 36" x 26" SECONDARY BOX
F5 3' x 5' x 3'6" PRIMARY ENCLOSURE
L6J
4' x 6'6" x 5' PRIMARY ENCLOSURE
W®
PM TRANSFORMER, DF -LB, SIZE AS SHOWN
FRONT
100KVA
r:
LS2A STREET LIGHT
Q
END OF CONDUIT - BALL MARKER
120/240V
E) SOLELY OWNED POLE W/ FOREIGN CONTACT
SOLELY OWNED ANCHOR
TO
T -3X
TRF#
TX. SIZE
#CUST
BUISH. RE
KVA.
P1
VOLS
COORDINATE #
SERIAL NUMBER
P1
TO
T
-2X
12 CUST
ENCLOSURE DETAIL IS INTENDED FOR
CONDUIT ENTRANCE INFORMATION ONLY.
PLEASE REFER TO JOINT TRENCH DRAWING
FOR EXACT LOCATION IN REFERENCE TO
CURB, SIDEWALK, PUE, AND P/L.
ENVIRONMENTAL ISSUES
❑ NONE APPARENT
(IF PROJECT DESIGN CHANGES, CONTACT ADE)
❑ BASED ON APPLICANT/DEVELOPER-SUPPLIED PLANS
❑ PERMITS ❑ TAILBOARD ❑ OTHER
❑ APPLICANT DESIGN/RESPONSIBILITY
(CHECK PERMITS BOX IF PERMIT CONDITIONS APPLY
TO PG&E ACTIONS.)
SIGNATURE
Underground Service Alert
Call: Toll Free
811
CALL TWO WORE ING DAYS BEFORE YOU DIG
PG&E GAS CONFLICT IDENTIFIED FOR THIS PROJECT
GAS PLAT: 5126-C6
PG&E GAS FACILITIES IN PROXIMITY WITH EXCAVATION AT
LOCATION(S) - 1
J -1X
CODE 04-1495
4' X 6'-6"X 5'D IVT. BOX
12
NOTES
1. THIS IS AN APPLICANT DESIGN AND INSTALL PROJECT.
2. TRENCH TO BE JOINT WITH ELECTRIC, GAS, PHONE & CAN.
3. APPLICANT SHALL OBTAIN ALL NECESSARY PERMITS..
4. RIGID CAP ALL SPARE CONDUITS.
5. IMPORTANT! DEVELOPER, GENERAL & ELECTRICAL CONTRACTOR
BEFORE BEGINNING SUBSTRUCTURE WORK, PLEASE CONTACT PGE UNDERGROUND
TRENCH INSPECTOR AT LEAST TWO BUSINESS DAYS PRIOR TO REQUESTING
INSPECTION. REQUEST FOR INSPECTIONS RECEIVED AFTER 12:OOPM WILL NOT
BE INSPECTED UNTIL THE 3RD WORKING DAY.
(WORK NOT PROPERLY INSPECTED, MAY BE REJECTED)
6. APPLICANT CONTRACTOR TO LOCATE ALL UNDERGROUND FACILITIES BEFORE
TRENCH & EXCAVATION. CALL UNDERGROUND SERVICE ALERT AT 811 AT LEAST
TWO WORKING DAYS PRIOR TO DIGGING.
7. DO NOT EXCEED 300 DEGREES OF BENDS IN ANY CONDUIT RUN (INCLUDING
BEND AT THE FEED LOCATION).
8. PROVIDE CLEARANCES AND WORKING SPACE PER PGE DWG. 051122.
9. PGE SHALL INSPECT ALL WORK AND PERFORM ALL HOT TIE-IN WORK.
10. BOX AND CONDUIT SIZES AND LOCATIONS SHALL CONFORM TO THE PGE
ELECTRIC CONSTRUCTION DWG. 062288.
11. ENCLOSURES SHALL CONFORM TO THE PGE
ELECTRIC CONSTRUCTION DWG. 062000.
12. APPLICANTS CONTRACTOR TO PERFORM ALL AND ANY NECESSARY INCIDENTAL
TRENCHING, BACKFILL, COMPACTION AND PAVING.
13. SEE UTILITY COMPOSITE DRAWING FOR ACTUAL TRENCH & SUBSTRUCTURE LOCATIONS
14. 800 SERIES SKETCH LOCATIONS INDICATE PG&E WORK.
I
TO T-1 X
801 LOC 800 TO LOC 802
USE 2.5 -GAL & 2- FRONT END PKS.
EST. PULL 193LBS.
ACTUAL PULL ............ LBS.
FOREMAN'S INITIALS..........
CABLE PULLING DATA
8O LOC 12 TO LOC 4
USE 2.5 -GAL & 2- FRONT END PKS.
EST. PULL 232LBS.
ACTUAL PULL ............ LBS.
FOREMAN'S INITIALS..........
ALL RES SERVICES ARE INVENTORIED AT LOC
SEE JOB INSTRUCTIONS OR CONDUIT IN 42
FRANCHISE AND PRIVATE PROPERTY.
PG&E TO INSTALL HOUSE SERVICE CABLE.
TRANSFORMER DATA TABLE
LOC.#
TRF#
TX. SIZE
#CUST
BUISH. RE
KVA.
VOLTS
VOLS
COORDINATE #
SERIAL NUMBER
MANUFACTURER
OT-1
X
100KVA
12 CUST
1W/2B
88
21 KV
120/240V
0
GDVT
-2X
100KVA
13 CUST
1W/2B
96
21 KV
120/240V
+ 1 METER
CK)
T -3X
100KVA
12 CUST
1 W/2B
88
21 KV
120/240V
T-28447
100KVA
12 EX CUST
1W/2B
85
21 KV
120/240V
1 NEW
TYPICAL 36" X 52" PAD DETAIL
16 LOC 20 TO LOC 12
USE 2.5 -GAL & 2- FRONT END PKS
EST. PULL 133LBS.
ACTUAL PULL ............ LBS.
FOREMAN'S INITIALS..........
PG&E PAD CODE 36-001
36"
39 LOC 37 TO LOC 12
USE 2.5 -GAL & 2- FRONT END PKS.
EST. PULL 160LBS.
ACTUAL PULL ............ LBS.
FOREMAN'S INITIALS..........
Group All Secondary
Conduits Together
Near the Back of the Window
Secondary
Primnry CnnrilNlt Section C d -.t S t'
On U.ec Ion
of Pad
ns
ns
Detail A
Placement of Conduits
GENERAL DESIGN INFORMATION:
STREET LIGHTS — LS2A
LARGEST HOME = 2500
AVG HOUSE SIZE BASED
200 AMP MAN PANELS
ON 2111 SQ FT HOME
SCI 10,000 AT ALL PANELS
5 TON A/C UNITS (170 LRA)
THIS JOB WILL BE FULL APPLICANT CONSTRUCTION.
APPLICANT TO TRENCH, BACKFILL, INSTALL ALL
SUBSTRUCTURE AND DISTRIBUTION.
PG&E TO PERFORM TIE IN WORK AND SERVICE FACILITIES.
THIS SKETCH IS INTENDED FOR ELECTRIC CONSTRUCTION ONLY.
PLEASE SEE JOINT TRENCH COMPOSITE FOR TRENCHING DETAILS.
THESE DRAWINGS ARE CONSIDERED PRE-IMINARY AND AT RISK,
UNLESS STAMPED AND APPROVED BY PG&E AND P.E.
CIR MAP 30275-C
PLAT 3027346
INS DIST: B
CLIMATE ZONE R
STOCKDALE 2112
VOLT CLASS 1
LOADING DIST: SI
LIGHTNING DIST: 2
NON -CORROSIVE
Lopes Utility Design Services
WWW.LopesUDS.com
NO.
REWSM
wElectric
Design by:
L*P..0
DESIGN SERVICES
Office (5 59) 641 2954 46325 Wallu Lane
Cell (559) 760 9464 Ahwahnee, California 93601
ELECTRIC CONSTRUCTION SKETCH
TRACT 6 75 8 PHASE 4
S/W OF WAREHAM DR & HATHAWAY AVE
FOR: LENNAR HOMES
BAKERSFIELD CALIFORNIA
800-22 a 260
y°
�,��,�'
ND SER
Project Management by:
California Utility
lity Consultants Inc
7591 N Ingram Ave. Suite 103
Fresno, CA 93711
Phone (559) 261-9880 Fax (559) 261-9707
RULE 15,16
PM 31223169
NOT 111377591
DATE 4/26/2016 SHEET
SCALE AS SHOWN
DESIGNER Cuff Lopes El
DRAFTER Cuff Lopes
1O8 I OF E3 SHEETS
pES
AlUTILITY
0
0
€ _ '` �24 25 2 (3 2 VD 2.9
--
FD 2.9 FD4.1,�8 29
30 15
j et t4.1
VD CALC FIGURED ON
1 31174863 '
4CT 6758 PH 3 i
5.8
6.7 3 8 5' EXIST O
20'/39' 160'/174'
803 38 �1 s1 —
P1 PULL
-
37 T -3X
100 KVA 530'/567'
60'/74
37
F
36 04
I N
sk
35
VD 2.9120'/134' N
36FD 2.8 Z
0
:)E:
36 i IJ5 34
A V E N U E
33 32 3-1 32
106] J
rn Q
� I �I
t— 0
0
I
I�
1 - 1, OAL
1-1 /OAL
WI -�
T�77225
100 KVA
5 6 7 8
9
VD 6.3 VD 6.1
FD 6.2 FD 5.7
aAL
125'/ 139' 125 1 S1 S1 S1 S1 -N� 13J 1X I, GE)
/ 40...,__._.. 6 V—si S1 —
P1 P1 P1 P1 P1 P1 ..7___ P1 P1 _ ._._.- P1 P1 ?i_ P1 _. P1
P1 340 /377 P1 P1 P1� P1
H A T C H V I L L E PULL A V E N U E
a 16
I
�I
634P9 1 ��`
Cn
150'/164
� Ij
29 2 8
i
60'/25'/99'18 (n ! I
�
2E
SP 60'/25'/99'
60'/74 v`�i (L
27 I3
19 � II �
(I
30 N U)
(n�
20
60'/25'/99
~ 60'/25'/99'
21
a
1
160'/25'/200'/
19
1-1/OAL
801
CD
310' EXIST
155'/496'
TIE INTO 2"
VD 3.3 12
FD 3.6
60'/25'/99'
13
CD
7 2�
175'/19:' Ski` j
S27-7 S2 S2
P1 _ --
l� �E ? 14
N O
—� 360'/397'
PULL`cq 60'/74'
CD
T -1X
100 KVA 4 802
N O 15
160'/74
Q
W
SV
CDVD 2.8
FD 2.7 16
65'/25'/105'----'3'4
VD 4.0 145'/160'`
FD 3.7 24 �3 `�� 24 LANDSCAPE METER
O C
10'/24', -SV1-t
634Q9 s' --- SCI 10,000, 1 KVA
L S�� :---- 634Q4 634Q8 1 -
EM
4 D4 D4—D4----D4—D4--D4
EM—D4—D4—D4—p4—D4 04 D4—D4-D4—D4—p4 D4--D4—p4 D4—p4 - - - --
6 D6—D6—D6—D6_D6—D6—D6—D6—D6 D6 D6 D6 D6—D6—D6—D6—D6—D6 D6—D6—D6—pg_D6_D6—D6—D6 6 D6 D6—D6 `D4--D4—D4—D4—D4—D4—D--4 - 6 D4—D4 D4 mm D4 9 D4 D4
M
6—D6 D6—D6—D6-----D6—D6--D6—D6—D6—D6—D6—D6 —D6
T A F T H I G H W A Y 1,C50' 1,050' CONDUIT INSTALLED THE EXTENT OF
027 UNIT 4 IMPROVEMENTS ON TAFT HWY
26
FOR FUTURE MAINLINE LOOP
100'
STUB TO S/S OF TAFT HIGHWAY
3-2AL 12KV 3-2AL 12KV iGE)
FOR FUTURE 30 PUMP TIE IN
3-2AL 12KV 3-2AL 12KV 3-2AL 12KV
45' 45' 40'
45'
J-25229
800 41
II
CIR MAP 102'75---C
PLAT 302;'346
INS DIST: 3
CLIMATE ZONE R
STOCKDALE 2112
VOLT CLASS 1
LOADING DIST: S
LIGHTNING DIST: 2
NON—COR=ROSIVE
1 ,
Lopes Wiity Design Services
WWW.LopesUDS.com
SCALE: 1 "=40' SCALE
40' 0 40' 8
NO•
'1S1ON
BY
Electric Design by:ELECTRIC
ETRACT
UTILITY DESIGN SERVICES
O ce (559) 641 2954 46325 Wallu Lane
Cell (559) 760 9464 Ahwahnee, California 93601
CONSTRUCTION SKETCH
6758 PHASE 4
S W OF WAREHAM DR & HATHAWAY AVE
�
FOR: LENNAR HOMES
BAKERSFIELD CALIFORNIA
800-22 a 260
0� Yo
� ��
��,�'
��"°SVEE R�
Project Management by:
CaliforniaC
lifoiUtility Consultants Inc
�'
7591 N Ingram Ave. Suite 103
Fresno, CA 93711
Phone 559 261-9880 Fax 559 261-9707
DATE 4/26/2016
RULE 15,16 � SCALE ASsHo�
PM 312 2 3169 DESIGNER tiff Lopes
NOT 111377591 9 DRAFTER cuff Lopes
_- i -JOB
SHEET
E2
I OF E3 SHEETS
�SULE
Al�
k
TO J-8625
F
J-15375
01
>
Y
N
0
T-75034
50 KVA
AO
5 CUST I
I
I
I
1-1/OAL
3-1 /OAL FI
J-98534 3-1 /OAL
SSF-56606
3 WIRE SS FUSE
48 CUST
IN=IE=7.8AMPS ® 21 KV
INSTALL 20CL
AO=8 AMPS, 17 CUST
BO=8.5 AMPS, 18 CUST
CO=6 AMPS, 13 CUST
�[5 T23813
50KVA
tn
J-4668
>
Y
N
J
Q
O
O
to
J-5530
T
6"1
I
I
I
I
I
CIRCUIT SKETCH LEGEND
INSTALL
DESCRIPTION
D4 -D4 VACANT DUCT 4"
D6
D6 VACANT DUCT 6"
P P
P PRIMARY CABLE - 1-1/OAL EPR ENCAP IN EXISTING 1-2" CONDUIT
P1
P1 PRIMARY CABLE - 1-1/OAL EPR ENCAP IN NEW 1-2" CONDUIT
EXISTING
DESCRIPTION
� ,� SHo�
1 PHASE PRIMARY UG CONDUCTOR - SIZE AS SHOWN
3 PHASE PRIMARY UG CONDUCTOR - SIZE AS SHOWN
— — — — —
— — VACANT CONDUIT (PRIMARY) - SIZE AS SHOWN
INSTALL
EXISTING DESCRIPTION
m
200A SEPARABLE DEADBREAK CONNECTOR
200A SEPARABLE LOADBREAK CONNECTOR
Q
PADMOUNT TRANSFORMER - SIZE AS SHOWN
ePMH -4 PADMOUNT FUSE
SUBSURFACE SWITCH 3 WAY 2 WAYS SWITCHED
OSUBSURFACE SWITCH 2 WAY SWITCH
SUBSURFACE FUSED SWITCH
OSUBSURFACE TRANSFORMER SIZE AS SHOWN
-
SUBSURFACE SWITCH 3 WAY 3 WAYS SWITCHED
FAULT INDICATOR
J-15375
01
>
Y
N
0
T-75034
50 KVA
AO
5 CUST I
I
I
I
1-1/OAL
3-1 /OAL FI
J-98534 3-1 /OAL
SSF-56606
3 WIRE SS FUSE
48 CUST
IN=IE=7.8AMPS ® 21 KV
INSTALL 20CL
AO=8 AMPS, 17 CUST
BO=8.5 AMPS, 18 CUST
CO=6 AMPS, 13 CUST
�[5 T23813
50KVA
tn
J-4668
>
Y
N
J
Q
O
O
to
J-5530
T
6"1
I
I
I
I
I
T-64305
100 KVA
12 CUST EXISTING
UNIT 3
J-86997
4" T-53639
50 KVA
BO
EM 9 CUST
STUB UP TO 52
FUTURE CUSTOMERS.
I
FUTURE 3-1100AL
FUTURE MAINLINE LOOP
I
T-27417
100 KVA
8 EX CUST, 2 NEW
ESD 77 KVA
AO CAPE
1-1/OAL
REFER TO PM 31042992
FOR INSTALLATION OF
PHASE 2
T-64352
100 KVA
9 EX CUST, 2 NEW
ESD 81 KVA
Co
1-1 /OAL
w
Z
g
0
Y
1110�
2-1 /OAL
T-44960
50 KVA
BO
9 CUST
T-91010
100 KVA
15 CUST
ESD 107 KVA
AO COD
-
1-1/OAL
EXISTING UNIT 2
T-79261
100 KVA
11 CUST
ESD 81 KVA
AO DRIVE
EXISTING UNIT 2
T-56999
100 KVA
12 CUST
ESD 88 KVA
Co
PROVINCETOWN AVE.
1-1 /OAL
HATHAWAY
T-28447
100 KVA
Co
12 EX CUST+1 NEW
F-19410
3-65E
IN=
A PHASE 83 CUST = 43AMPS
J-45629 B PHASE 73 CUST = 38AMPS
_I �— 7,7 C PHASE 75 CUST = 39AMPS
1-1 /OAL
IFI)
T-13935 T-13934
Q FI T-55909 100 KVA 100 KVA
\I 100 KVA 10 CUST 12 CUST
T 13 CUST B0 BO
ESD 95 KVA
AO— FI
T-63339 1-1/OAL
T-42464 100 KVA J
100 KVA 12 CUST I o
12 CUST - ESD 88 KVA T-13936 0
ESD 88 KVA AO I 100 KVA
BO 14 CUST
1-1 /OAL FI AO
1-1/OAL J-2339
AJ-13603
ASHINTULLY AVE. F, FI
Q
1-1/OAL I 0 �— 2-1/OAL
EMSTH\IC;
I T-13897
100 KVA I
I
UNIT 1 J-25229 15 CUST
� ,
I FI BO 1-1 /OAL
1
DRIVE
I T-92471 FI —
50 KVA
8 CUST I a j
I ESD 64KVAcr_
AO I p
LL A --h (F)
j �_17
2 -1 /OAL
�
1-1 /OAL FI J-35333
T-77225
100 KVA
10 EX CUST, 5 NEW
ESD 107 KVA
Co
■
LTJ
REFER TO PM 31036850
FOR INSTALLATION OF
PHASE 1
0
O
z
z
D
12
Z
19415
J-2328
3-1/OAL
y.
TIE INTO 2"
I
1 -1 /OAL
PROSPOSED UNIT 4 a � FI
1
T-13899 T-13898 I
100 KVA 100 KVA
12 CUST 12 CUST
BO BO
a I
I
I
� I
I
I
W P1 P1 P1 P1,4 P1 P1 P1
wHATCHVILLE DRIVE T -1X
Z T -3X 100 KVA
O
100 KVA EH- 12 CUST
~ 12 CUST(n Co
Co I
T -2X I
100 KVA Ld
13 CUST
Co CSD
I
I I
EM I
0 I
I
I
I
�D6 D6 D6 D6 —D6 D6 D6 D6 D6 D6 I
D4—D4—D4 —D4 D4 D4 D4 D4 D4 D4 EM
I
--------------------------------------------------------------------------------------------------------------------
---------------------------------------------------------j
TAFT HIGHWAY
STUB TD S/S OF TAFT HIGHWAY
FOR FUTURE 30 PUMP TIE IN
3-2A 12KV EM
CONDUIT INSTALLED THE EXTENT OF
UNIT 4 IMPROVEMENTS ON TAFT HWY
FOR FUTURE MAINLINE LOOP
CIR MAP 30275-C
PLAT 3027346
INS DIST: B
CLIMATE ZONE R
STOCKDALE 2112
VOLT CLASS 1
LOADING DIST: SI
LIGHTNING DIST: 2
NON -CORROSIVE
T
9416
Ld
0
0
Z
Z
D
F-194
19417
0
Li
z
O
Cn
w
V)
z
SCALE: N.T.S.
NO'
W
w
Z
ELECTRIC CIRCUIT SKETCH
TRACT 6 7 5 8 PHASE 4
S/W OF WAREHAM DR &HATHAWAY AVE
•
FOR. LENNAR HOMES
BAKERSFIELD CALIFORNIA
800 L22R -2so
� �
� �
�^ �
� �.
�”"� SERA
01�g
RULE 15 ,16
PM 312 2 3169
NUT 1 1 1 3 7 7 5 91
0
SHEET
E 3
OF E3 SHEETS
�
� ,� SHo�
J
O
LL_
J
m
W
Ld
Q
T-64305
100 KVA
12 CUST EXISTING
UNIT 3
J-86997
4" T-53639
50 KVA
BO
EM 9 CUST
STUB UP TO 52
FUTURE CUSTOMERS.
I
FUTURE 3-1100AL
FUTURE MAINLINE LOOP
I
T-27417
100 KVA
8 EX CUST, 2 NEW
ESD 77 KVA
AO CAPE
1-1/OAL
REFER TO PM 31042992
FOR INSTALLATION OF
PHASE 2
T-64352
100 KVA
9 EX CUST, 2 NEW
ESD 81 KVA
Co
1-1 /OAL
w
Z
g
0
Y
1110�
2-1 /OAL
T-44960
50 KVA
BO
9 CUST
T-91010
100 KVA
15 CUST
ESD 107 KVA
AO COD
-
1-1/OAL
EXISTING UNIT 2
T-79261
100 KVA
11 CUST
ESD 81 KVA
AO DRIVE
EXISTING UNIT 2
T-56999
100 KVA
12 CUST
ESD 88 KVA
Co
PROVINCETOWN AVE.
1-1 /OAL
HATHAWAY
T-28447
100 KVA
Co
12 EX CUST+1 NEW
F-19410
3-65E
IN=
A PHASE 83 CUST = 43AMPS
J-45629 B PHASE 73 CUST = 38AMPS
_I �— 7,7 C PHASE 75 CUST = 39AMPS
1-1 /OAL
IFI)
T-13935 T-13934
Q FI T-55909 100 KVA 100 KVA
\I 100 KVA 10 CUST 12 CUST
T 13 CUST B0 BO
ESD 95 KVA
AO— FI
T-63339 1-1/OAL
T-42464 100 KVA J
100 KVA 12 CUST I o
12 CUST - ESD 88 KVA T-13936 0
ESD 88 KVA AO I 100 KVA
BO 14 CUST
1-1 /OAL FI AO
1-1/OAL J-2339
AJ-13603
ASHINTULLY AVE. F, FI
Q
1-1/OAL I 0 �— 2-1/OAL
EMSTH\IC;
I T-13897
100 KVA I
I
UNIT 1 J-25229 15 CUST
� ,
I FI BO 1-1 /OAL
1
DRIVE
I T-92471 FI —
50 KVA
8 CUST I a j
I ESD 64KVAcr_
AO I p
LL A --h (F)
j �_17
2 -1 /OAL
�
1-1 /OAL FI J-35333
T-77225
100 KVA
10 EX CUST, 5 NEW
ESD 107 KVA
Co
■
LTJ
REFER TO PM 31036850
FOR INSTALLATION OF
PHASE 1
0
O
z
z
D
12
Z
19415
J-2328
3-1/OAL
y.
TIE INTO 2"
I
1 -1 /OAL
PROSPOSED UNIT 4 a � FI
1
T-13899 T-13898 I
100 KVA 100 KVA
12 CUST 12 CUST
BO BO
a I
I
I
� I
I
I
W P1 P1 P1 P1,4 P1 P1 P1
wHATCHVILLE DRIVE T -1X
Z T -3X 100 KVA
O
100 KVA EH- 12 CUST
~ 12 CUST(n Co
Co I
T -2X I
100 KVA Ld
13 CUST
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TAFT HIGHWAY
STUB TD S/S OF TAFT HIGHWAY
FOR FUTURE 30 PUMP TIE IN
3-2A 12KV EM
CONDUIT INSTALLED THE EXTENT OF
UNIT 4 IMPROVEMENTS ON TAFT HWY
FOR FUTURE MAINLINE LOOP
CIR MAP 30275-C
PLAT 3027346
INS DIST: B
CLIMATE ZONE R
STOCKDALE 2112
VOLT CLASS 1
LOADING DIST: SI
LIGHTNING DIST: 2
NON -CORROSIVE
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Electric Design by:
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� UTILITY DESIGN SERVICES
Office (559) 641 2954 46325 Wallu Lane
Cell (559) 760 9464 Ahwahnee, California 93601
ELECTRIC CIRCUIT SKETCH
TRACT 6 7 5 8 PHASE 4
S/W OF WAREHAM DR &HATHAWAY AVE
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FOR. LENNAR HOMES
BAKERSFIELD CALIFORNIA
800 L22R -2so
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California Utili Consultants Inc
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7591 N Ingram Ave. Suite 103
Fresno, CA 93711
Phone (559) 261-9880 Fax 559 261-9707
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RULE 15 ,16
PM 312 2 3169
NUT 1 1 1 3 7 7 5 91
DATE 4/26/2016
SHEET
E 3
OF E3 SHEETS
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DESIGNER Cliff �
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