HomeMy WebLinkAbout1.8-6167 - 2E
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1 1
1,
EXISTING RAILROAD
9
CAUTION -HP TRANSMISSION LINE: � �. 14� \
LINE 3006 OPERATES AT 733 PSIG
PG &E REQUIRES A STANDBY PERSON TO BE ON SITE
WHENEVER EXCAVATION (digging, trenching, ect.) 1>
IS WITHIN 5' OF THE EDGE OF THE PIPELINE.
CALL PG &E EMPLOYEE � � � �
LOUIE HINOJOSA @X661 3985870
TO ARRANGE FOR STANDBY PERSONNEL
8
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NOTES: APPLICANT TRENCH
1. CALL "USA" 2 WORKING DAYS BEFORE EXCAVATING.
UNDERGROUND SERVICE ALERT 1-800-227-2600
2. SPECIFIC CONDITIONS REQUIRED BY PG&E FOR JOINT
TRENCH WORK ARE OUTLINED IN PG &E'S UTILITY
OPERATIONS STANDARD 55453.
3. BACKFILL MATERIAL REQUIREMENTS ARE DETAILED
IN U.O. STANDARD 55453, EXHIBIT B.
4. PG &E INSPECTOR TO APPROVE ALL EXCAVATIONS AND
TRENCHES (LOCATION AND BACKFILL MATERIAL)
PRIOR TO BACKFILLING.
5. TRENCHING AGENT TO DISPOSE OF ALL SPOIL.
6. MINIMUM COVER FROM FINAL GRADE REQUIRED
FOR ALL FACILITIES IN THE STREET AREA.
7. TRENCHING AGENT TO SECURE ALL PERMITS.
8. CONTRACTOR IS RESPONSIBLE FOR CROSSING EXISTING
WATER, SEWER, AND STORM DRAIN LINES, EITHER UNDER
OR OVER, AS REQUIRED TO MEET PG &E COVER AND
CLEARANCE REQUIREMENTS. REFER TO G.S. STANDARD
463-4.
9. THE CONTRACTOR WILL BE REQUIRED TO REMOVE AND REPLACE
TRENCH SPOIL WITH 100% 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,
OR STATE REQUIREMENTS.
11. APPLICANT TO PROVIDE AND INSTALL ANY PROTECTION EQUIPMENT
(BARRIER POSTS, FENCES, ETC...) REQUIRED BY PG&E.
12. THE APPLICANT /CONTRACTOR WILL ACCEPT RESPONSIBILITY
OF MAINTENANCE OF THE TRENCH (E.G. COMPACTION, PAVING,
A ETC..) FOR A PERIOD OF TWO (2) YEARS OR AS SPECIFIED IN THE
PERMIT, WHICHEVER IS LONGER.
13. TRENCHING AGENT TO MAINTAIN THE REQUIRED DISTANCE OF
FIVE (3) FEET BETWEEN GAS AND THE WET UTILITIES,
PACHECO ROAD (ABANDONED)
5
10
14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29
I C'VI
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� \ UTILITIES TIE -IN.
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LOCATE EM
43 41 FOR TIE-IN
40 nn
38 37 36 35 34 33 LOCATION
44 32 31 30 EXISTING TRACT 6
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FOR TIE-IN
T, c,� o / LOCATION I
82
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DRIVE 001
7
8
TYPICAL DISTRIBUTION TRENCH
* 30" WHEN IN
FRANCHISE
24" WIDE FINISH GRADE-- -
(COMMON)
24"
h
N. _
�sFF�T 5
G611
711
1) 2" SAND SHADING AROUND GAS & ELECTRIC IF SOIL IS NOT ROCK FREE.
2) SEE OTHER DETAIL IF NON -PGE STREETLIGHT IS IN TRENCH,
3) ONLY PARTIES PARTICIPATING IN U.S.A. ARE ALLOWED IN JOINT TRENCH.
4) ANY PARTY EXCEEDING ITS TRENCH ALLOTMENT SHALL MAKE
ARRAINGEMENTS TO ENSURE THAT TRENCH WILL ACCOMODATE
ADDED FACILITIES.
5) GAS TO GO ON SIDE OF TRENCH NEAREST STREET.
6) WHEN COMMUNICATION DUCTS ARE INSTALLED, A MINIMUM OF 12" RADIAL
SEPARATION SHALL BE MAINTAINED FROM GAS FACILITIES. EXCEPTION: WITH
MUTUAL AGREEMENT, WHEN 4" DIAMETER OR SMALLER GAS PIPE IS INSTALLED,
THE SEPARATION MAY BE REDUCED TO NOT LESS THAN 6
6" GAS REQUIRES 12" SEPARATION FROM TELEPHONE OR TV.
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/
45
1 46
\
EXCAVATE 5'x5'x4' 1
BELL HOLE FOR 80 r
UTILITIES TIE -IN.
79
TYPICAL. STUB INSTALLATION
60' LOCAL STREET. SECTION
WHITMAN, CADBURY
LOT UNE LOT LINE
W,
\
51 52 53 54 55 56 57
q,7 EXISTING TRACT 6363 -3
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.-.�- -- u� LOCATION :d.
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CAD U RY R E BELL HOLE FOR
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UTILITIES TIE -IN.
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78
77
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18" GODIVA
5.5 \ AVENUE
lot i csrc srua
R/W
R 0 � � R/W (L i' 1
MAIN TKN.CH
LL
R/W � — — R/W
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75
61
i
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\
so ' i 64
65 66 67
N4.1
E HSTING1 TRACT 6363-3
To
9
TYPICAL SERVICE TRENCH
* 24" WHEN NOT IN
FRANCHISE
_..�_ 18" MINIMUM FINISH GRADE-
30"
42"
MIN.
12" MIN." 6"
(CDC MIN.1
POSSIBLE 2" SHADING
1) 2" SAND SHADING AROUND GAS & ELECTRIC
IF NATIVE SOIL IS NOT ROCK FREE.
2) SEE OTHER DETAIL IF MUNICIPAL
STREETLIGHT IS IN TRENCH.
3) ONLY PARTIES PARTICIPATING IN U.S.A. ARE
ALLOWED IN THIS TRENCH.
l�
LE�GENI
Ila
sa"
TRENCH
SIZE
BACKFILL
SURFACE
TOTAL LENGTH SERVICE
TRENCH
18"
x 42"
1,676
TOTAL LENGTH FUTURE SERVICE
r
18"
x 42"
TRENCH
SECTION
C>
G GAS
PG &E —E
Lr
5
6"
'Yx"D,
G
P
S
P ELECTRIC PRIMARY
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2BOX 17 "x30 "x18"
23
PG &E —E
W
X
S ELECTRIC SECONDARY
X
X
X
C75
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205'
T TELEPHONE
N
APPLICANT
24" x 52"
X
10"
L0
X
C CABLE TV
x
5'x5'x4' BELL HOLE
4
GSTC
X
m
L STREET LIGHT
X
X
X
C.0
ROPOSED
JOINT TRENCH
1,135'
X
SERVICE TRENCH (GSTC)
(n
24" x 52"
X
10"
X
�'- ---� ---- MAIN LINE TRENCH,
m
20,
GPTC
X
W.
Ln
EXISTING UNDERGROUND FACILITY
NORTH
WHITMAN, CADBURY
c
866'
x
EXISTING GAS TRANSMISSION LINE 3008
X
10"
SUBSTRUCTURE VERIFICATION STAMP
DEVELOPER'
X
.an.
X
W PROPOSED OR OR EXISTING DOMESTIC WATER
� �—
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GPSTC
X
X
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PACHECO
�
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gQ PROPOSED PADhO]UNTED TRANSFORMER"
A!5
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L J PROPOSED 3' x 5' PRIMARY BOX
Tm RoTa
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L2� PROPOSED 17' x 30' SECONDARY BOX
TRENCH IDENTIFIER
CL
:2
H
�j FUTURE
HARRIS
0 PROPOSED CATV PEDESTAL
E,�„I 0
0 03 PROPOSED TELEPHONE PEDESTAL
X
c
� �
/ SLASH INDICATES CHANGE IN OCCUPANCY
X
-welIl
ffr_m_m;r\
W-IffloW %. INDICATES TRENCH `FOOTAGE & OCCUPANCY
PERSON
0
STREET LIGHT LOCATION
GSTC
C\2
Vkam ;
X
CJ
JOINT TRENCH RECAP
Ila
sa"
TRENCH
SIZE
BACKFILL
SURFACE
TOTAL LENGTH SERVICE
TRENCH
18"
x 42"
1,676
TOTAL LENGTH FUTURE SERVICE
r
18"
x 42"
TRENCH
SECTION
IINDICATES SPECIFIC UTILITIES IN TRENCH
FOOTAGE
PG &E —E
Lr
5
6"
'Yx"D,
G
P
S
T
C
•e
2BOX 17 "x30 "x18"
23
PG &E —E
GTC
X
I
X
X
X
C75
..
205'
X
PG &E —E
APPLICANT
24" x 52"
X
10"
L0
X
AMC
x
5'x5'x4' BELL HOLE
4
GSTC
X
X
X
X
X
PROPOSED
s a g� --�-- o
ROPOSED
JOINT TRENCH
1,135'
X
C
(n
24" x 52"
X
10"
X
X
m
20,
GPTC
X
X
W
X
X
WHITMAN, CADBURY
866'
x
24 or x 52 is
X
10"
SUBSTRUCTURE VERIFICATION STAMP
DEVELOPER'
X
REP. LES INGLE
X
� �—
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GPSTC
X
X
X
X
X
PACHECO
�
ROAD AeaCn�ININY�SKETCH
19301'
X
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24 IF x 52
X
loll
X
IX
GSTC
X
A!5
X
X
X
ALL P.G3 E ENCLOSURES AND BOXES HAVE BEEN SET TO GRADE ACCORDING TO GRADE
STAKES PROVIDEl1 BY DEVELOPERS ENGINEER. ALL COSTS TO RELOCATE qt RE– ADJUST
UTILITY
19203'
H
�j FUTURE
HARRIS
X
18" x 42"
X
loss
X
x
PERSON
TELEPHONE
BOXES AT A LATER DATE MALL BE BILLED 11D THE DEVELOPER, PLEASE HAVE YOUR JOB
SUP. VERIFY THE CORRECTED CRAGRAM OF ALL ENCLOSURES AND BOXES. MO Slt�l AND
AN
GSTC
X
X
X
X
473'
X
18" x 42"
X
10"
X
W
X
t
GSTC
X
SIGNED
I X I
X
X
IFUTURE TRENCH
19196'
�
X 18" x 42"
X1
lo"I
X1
X
DATE
CABLE TV
RYAN LINDSAY (661)395 -3324
TOTAL LENGTH DISTRIBUTION
TRENCH
24"
x',52"
39507'
TOTAL LENGTH SERVICE
TRENCH
18"
x 42"
1,676
TOTAL LENGTH FUTURE SERVICE
TRENCH
18"
x 42"
1,196'
SUBSTRUCTURES RECAP
BACKFILL
SURFACE
I
A
1
9
9
9
M
11
SUBSTRUCTURE
TOTAL
COMPANY
TRENCH AGENT
5 BOX 3' x 5'
2
PG &E —E
APPLICANT
6"
X
X
,�
•e
2BOX 17 "x30 "x18"
23
PG &E —E
APPLICANT
I
X
r %
X
C75
..
PAD FOR TRANS
6
PG &E —E
APPLICANT
I
X
L0
X
AMC
5'x5'x4' BELL HOLE
4
PG &E —E
APPLICANT
112 "
X
X
PROPOSED
s a g� --�-- o
ROPOSED
JOINT TRENCH
74
ti
�o � ,�. CAUTION -HP TRANSMISSION LINE:
73 �' ., LINE 300E OPERATES AT 733 PSIG
`..._.1.. -..00
1p PG &E REQUIRES A STANDBY PERSON TO BE ON SITE
,�, fry / \'�` +J •� � � \'' r
\ WHENEVER EXCAVATION (digging, trenching, ect.)
Wk
svt� wM ,�'' \ W� _ IS WITHIN 5 OF THE EDGE OF THE PIPELINE.
7 \, CALL PG &E EMPLOYEE
EXCAVATE 5'x5'x4'
LOCATE EM \ LOUIE HUVOJOSA 0 (6fi1),398.5�i0
BELL HOLE FOR FOR TIE -IN TO ARRANGE FOR STANDBY PERSONNEL
UTILITIES TIE -IN LO 71 .000
- -- - - - - -__ _ -_ _ _
70 10011-
ss
sa
18"
TYPICAL. STUB INSTALLATION TYPICAL STUB INSTALLATION
60' LOCAL STREET SECTION 60' FOCAL STREET SECTION
AU CHOCOLAT °
AU CHOCOLAT AT CADBURY AND SOUTH
LOT LINE LOT LINE LOT LINE LOT LINE DATE
18" 18
`3' T
3.5' GSTC STUB TICKET
r
� 10 0 1 BY
10' � I GSTC STUB � 1 2 MAIN TRENCH ML
RW fir® R /W.
/ MAIN TRENCH R/W R/W PROJECT CONDITIONS STAMP
- mb -�- —J- - —'- — - �
Under round Service Alert Type(s) of Work:
r
o r o(] New Business
r j �° ❑ PG &E Maintenance & Construction
r
r I
r I Project Conditions:
R/W R/W R/W R/W Call. TOLL FREE [2] NONE APPARENT (if p �J ec t design ch ang e s, contact A D
E)
1 or
1 10' 10, [] CONDITIONS APPLY:
GSTC STUB i GSTC STUB 1 ❑ PERMITS E] TAILBOARD d OTHER
i (Provide additional information on line below)
18, 18� TWO WORKING DAYS BEFORE YOU DIG BY: __
SIGNATURE. NAME. CORPORATE ID I, DATE
,'A
R/W I R/W
P.U' ..�......�,...
P.U.E.
30 30'
8' 22' 22' 8'
I
3
2'., PROPOSED 1
CA TION: SEWERSUNE 6
34� DIAMETER UNE STORM DRAIN 0
,�� PROPOSED
�� L.
PROPOSED 300E TRANSMISSION' ,
6 or 8 PVC PRESSURE 20 PROPOSED
WATER UNE I JOINT TRENCH
M^1 Al 1 A `r e% r M r r-r" n rl— ^-r 1 r% w
CADBURY INTERSECTION AND SOUTH. WITH STORM DRAIN.
R/W R/W
No, Sao
10' 60 10-
P.U.E. i P.U.E.
30 30'
8' 22' 22' 8'
4' .5' - 3.5'
RE uk } iPy f. tl 1b.
F . :., ,
2' PROPOSED
6 or 8 PROPOSED,
CAlTION: SEWER UNE JOINT TRENCH
34 DIAMETER LINE - ---..-
PROPOSED 300D TRANSMISSION ,
6 or 8 PVC PRESSURE 20
WATER UNE
60'AU CHOCOLAT STREET SECTION
�� .. �..... v• r•.r��•.• .....n. •V WV..VI. HIV VI VI \III ,iPIV �1.
R/W R/W
now P.0 E. 60
10' - 30 30'
I- ---• 10' No 20'. 20' 10'--- -.r. -I
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ROPOSED
JOINT TRENCH
C
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R/W I R/W
P.U' ..�......�,...
P.U.E.
30 30'
8' 22' 22' 8'
I
3
2'., PROPOSED 1
CA TION: SEWERSUNE 6
34� DIAMETER UNE STORM DRAIN 0
,�� PROPOSED
�� L.
PROPOSED 300E TRANSMISSION' ,
6 or 8 PVC PRESSURE 20 PROPOSED
WATER UNE I JOINT TRENCH
M^1 Al 1 A `r e% r M r r-r" n rl— ^-r 1 r% w
CADBURY INTERSECTION AND SOUTH. WITH STORM DRAIN.
R/W R/W
No, Sao
10' 60 10-
P.U.E. i P.U.E.
30 30'
8' 22' 22' 8'
4' .5' - 3.5'
RE uk } iPy f. tl 1b.
F . :., ,
2' PROPOSED
6 or 8 PROPOSED,
CAlTION: SEWER UNE JOINT TRENCH
34 DIAMETER LINE - ---..-
PROPOSED 300D TRANSMISSION ,
6 or 8 PVC PRESSURE 20
WATER UNE
60'AU CHOCOLAT STREET SECTION
�� .. �..... v• r•.r��•.• .....n. •V WV..VI. HIV VI VI \III ,iPIV �1.
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now P.0 E. 60
10' - 30 30'
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CL
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60' TYPICAL INTERIOR STREET SECTION UNE
m
20,
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WHITMAN, CADBURY
N
kt
SUBSTRUCTURE VERIFICATION STAMP
DEVELOPER'
PG &E
REP. LES INGLE
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PLEASE NOTE AND SIGN
PHONE
—(661) 398-5975
PACHECO
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ROAD AeaCn�ININY�SKETCH
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ALL FIELD CHANGES REQUIRE PRIOR APPROVAL FROhN
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4'—►i
. 5'
5.5I
2
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WATER UNE
PROPOSED
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ROPOSED
JOINT TRENCH
O �
U
Q
60' TYPICAL INTERIOR STREET SECTION UNE
20,
� _
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W
WHITMAN, CADBURY
N
SUBSTRUCTURE VERIFICATION STAMP
DEVELOPER'
PG &E
REP. LES INGLE
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PLEASE NOTE AND SIGN
PHONE
—(661) 398-5975
PACHECO
�
ROAD AeaCn�ININY�SKETCH
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ALL FIELD CHANGES REQUIRE PRIOR APPROVAL FROhN
��T
Q 6167-2
�
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A!5
ALL P.G3 E ENCLOSURES AND BOXES HAVE BEEN SET TO GRADE ACCORDING TO GRADE
STAKES PROVIDEl1 BY DEVELOPERS ENGINEER. ALL COSTS TO RELOCATE qt RE– ADJUST
UTILITY
H
�j FUTURE
HARRIS
p
ROAD
�
Q
CONTACT
PERSON
TELEPHONE
BOXES AT A LATER DATE MALL BE BILLED 11D THE DEVELOPER, PLEASE HAVE YOUR JOB
SUP. VERIFY THE CORRECTED CRAGRAM OF ALL ENCLOSURES AND BOXES. MO Slt�l AND
AN
GAS
GARY WORK (559)347 -5053
°K" WN°'
ELECTRIC
MELISSA VARGAS (559)347-5027
>
W
t
SIGNED
TELEPHONE
x
5
LL PANAMA
b'
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BRIAN F ANZ (661)631 -3492
DATE
CABLE TV
RYAN LINDSAY (661)395 -3324
LANE
(�
�.6
0
6 5
4 3
2 1
INCH 0
/4; 7 621�