Attachment_19_Amendment_No__0005_0005.pdf
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- Solicitation number
- 140R2020R0009
About this file
This document is an amendment to plans for the FKC Middle Reach Capacity Correction Project Phase 1. The amendment provides additional details for road and canal work including a culvert installation, road widening and paving, shoulder transitions, and grading details. It specifies dimensions, materials, and work associated with Road 208 including relocating an overhead power line, removing and replacing asphalt, and installing gravel base and seal coat. The project aims to increase capacity in the Friant-Kern Canal's middle reach through these infrastructure improvements. The federal sponsor is the Bureau of Reclamation within the Department of the Interior.
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Text version
5599+00 5600+00 5601+00 5602+00 5603+00
FG: 415.71
FG: 415.88
FG: 413.96
FG: 413.79
FG: 413.79
FG: 413.96
FG: 415.88
FG: 415.71
FG: 415.18
FG: 401.95
FG: 400.97
FG: 403.54
FG: 402.14
FG: 400.54
FG: 402.14
FG: 402.32
FG: 400.45
FG: 401.95
FG: 403.54
FG: 400.92
FG: 401.86
FG: 400.36
FG: 401.86
FG: 403.31
FG: 403.31
FG: 402.23
FG: 400.73
FG: 402.23
FG: 402.38
FG: 415.79
FG: 415.62
FG: 415.09
FG: 413.88
FG: 413.71
FG: 413.88
FG: 413.71
FG: 415.62
FG: 415.79
FG: 415.09
INV: 399.87
INV: 399.98
B
B-318
5599+00 5600+00 5601+00 5602+00 5603+00
5.00' 59.27'20.95'
36.96'
PAVED
TOS EL 416.38
58.71' 21.51' 5.00'
TOL EL 413.38
INV EL 387.01
INV EL 382.20
INV EL 374.91
TOS EL 416.38
50.00'
TRANSITION
209.90'
TRIPLE 19' x 19' SIPHON BOX
50.00'
TRANSITION
INV EL 374.91
INV EL 382.11
INV EL 386.92
TOS EL 416.29
TOL EL 413.29
TOS EL 416.29
S T
A
S T
A
5599+00 5600+00 5601+00 5602+00 5603+00
FG: 415.71
FG: 415.88
FG: 413.96
FG: 413.79
FG: 413.79
FG: 413.96
FG: 415.88
FG: 415.71
FG: 415.18
FG: 401.95
FG: 400.97
FG: 403.54
FG: 402.14
FG: 400.54
FG: 402.14
FG: 402.32
FG: 400.45
FG: 401.95
FG: 403.54
FG: 400.92
FG: 401.86
FG: 400.36
FG: 401.86
FG: 403.31
FG: 403.31
FG: 402.23
FG: 400.73
FG: 402.23
FG: 402.38
FG: 415.79
FG: 415.62
FG: 415.09
FG: 413.88
FG: 413.71
FG: 413.88
FG: 413.71
FG: 415.62
FG: 415.79
FG: 415.09
INV: 399.87
INV: 399.98
B
B-318
5599+00 5600+00 5601+00 5602+00 5603+00
2+62
Project No.:
Scale:
Revision:
Drawing No.
Title Dsgn. Chkd. YYYY.MM.DDDwn.
Th e
C on tra ct or sh al l v er ify a nd b e re sp on sib le fo r a ll d im en sio ns
. D O
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. R ep ro du ct io n or u se fo r a ny p ur po se o th er th an th at a ut ho riz ed b y St an te c is fo rb id de n.
File Name: FKC_C-206
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Sheet: of 203
C-206
SIPHON 7 PLAN -
ROAD 208
H: 1" = 20' V: 1" = 20'
A. XIA R. RUCKERB. WEBER
0 20 40
SCALE IN FEET
PROFILE
CANAL INVERT
EXISTING GRADE
TOP OF CANAL LINING
R
O
A
D
TOP OF LINING
CONSTRUCTION
CENTERLINE
MATCH EXISTING GROUND
MATCH EXISTING GROUND
MATCH EXISTING GROUND
END AGG BASE INSTALLATION
AT END OF RADIUS, MATCH
EXISTING PAVING
S
A
GC-8
S = 3.5%
S = 3.5%
S = 3.5%
S = 3.5%
S = 3.5%
S = 3.5%
R
T
Y
P
A
5.00' 5.00'
C-905
C-905
C-905
B
C-130
A G
G
B A
S E
P
A
V
E
D
PP#908439E
GC-12
S-901
S-901
C
S = 3.5% S = 3.5%
O & M
RO
AD
O & M
RO
AD
O & M ROAD
O & M ROAD
F
U
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R
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W
E
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I
S
T
I
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W
15" SD (RC01)
C-101
C-101
A. EXISTING OVERHEAD SCE ELECTRICAL TO REMAIN.
B. EXISTING SCE POWER POLE IN CONFLICT WITH
CONSTRUCTION TO BE RELOCATED BY OTHERS PRIOR TO
CONSTRUCTION.
C. INSTALL 15-INCH CULVERT WITH GALVANIZED STEEL END
SECTION TO MATCH DIAMETER BY CONTECH ENGINEERED
SOLUTIONS, ALL METAL SUPPLY, OR EQUAL, TYP OF 2.
D. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING
PAVING TO LIMITS SHOWN AND REPLACE PER DETAIL C-130.
E. 32 '+/- TAPER ROADWAY PAVEMENT TO MATCH EXISTING
PAVEMENT WIDTH ON BRIDGE, NO SHARP TRANSITIONS OR
NOTCH AT THE EAST END OF THE EXISTING BRIDGE IS
ALLOWED.
F. CONTRACTOR SHALL FURNISH AND INSTALL 4" GRAVEL BASE
WITH SEAL COAT ON TURNAROUND AREA PER SPECIFICATION
SECTION 31 30 00.
SHEET KEYNOTES
C-215
C-33
ROAD 208 SIPHON
LIMITS OF WORK
EX ROAD 208 BRIDGE
S
S
STA 2+62.35
OFFSET 13.2'
STA 1+32.35
OFFSET 16.0'
STA 1+40.72
OFFSET 12.8'
STA 0+90.72
OFFSET 16.0'
26.59'
EXISTING WIDTH
ROAD 208 EAST PAVING PLAN
D
STA -1+50.80
END PAVEMENT REPLACEMENT
15" SD (RC01)C
S H
O U
L D
A
N S
I T
I O
N
S H
O U
L D
A
N S
I T
I O
N
E
C-905
C-905
R
O & M ROAD
FOR CONTINUATION SEE DWG C-33
F
S = 1.5:1
S = 1.5:1
R
AD
DE
ND
UM
CR
M C
.05 .26
AM
EN
DM
EN
T #
RR
M C
.06 .17
Attachment 19 Amendment No. 0005
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CULTIVATED
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ASPH
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GATE
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CULTIVATED
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CULTIVATED
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ASPH
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GATE
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CULTIVATED
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ROAD 208
AutoCAD SHX Text C77436
AutoCAD SHX Text C66888
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