Attachment_21_Amendment_No__0005_0005.pdf
PDF 3 MB Posted
- Solicitation number
- 140R2020R0009
About this file
This document includes plans and drawings for the FKC Middle Reach Capacity Correction Project Phase 1. The project involves canal capacity corrections and roadway improvements along Avenue 80 near Lindsay, California. Key details in the plans include profiles and cross-sections of the canal and roadway, notes regarding existing utilities to be relocated by others, specifications for an 18-inch and 14-inch pipeline connection, installation of 15-inch culverts, and removal of existing pipelines. Roadway work includes pavement replacement, shoulder transitions, and tapering to match the existing bridge width. The related federal contract opportunity is a solicitation issued by the Bureau of Reclamation under solicitation number 140R2020R0009 for the FKC Middle Reach Capacity Correction Project Phase 1.
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Text version
5725+00 5726+00 5727+00 5728+00 5729+00
FG: 413.32
FG: 413.81
FG: 413.98
FG: 413.17
FG: 413.34
FG: 404.24
FG: 403.32
FG: 401.82
INV: 401.00
FG: 402.50
FG: 404.24
FG: 413.17
FG: 413.34
FG: 413.98
FG: 413.81
FG: 413.28
FG: 402.50
FG: 402.11
FG: 401.59
FG: 402.92
FG: 413.18
FG: 413.88
FG: 413.70
FG: 413.26
FG: 413.09
FG: 404.66
FG: 402.92
INV: 401.42
FG: 401.79
FG: 403.29
FG: 403.29
FG: 403.09
FG: 404.66
FG: 413.09
FG: 413.26
FG: 413.71
FG: 413.88
FG: 413.18
FG: 403.32
5725+00 5726+00 5727+00 5728+00 5729+00
5725+00 5726+00 5727+00 5728+00 5729+00
INV: 398.62
FG: 403.33
INV: 399.26
FG: 401.55
FG: 402.73
FG: 400.65
FG: 392.47
FG: 392.15
50.00'
TRANSITION
208.30'
TRIPLE 19' x 19' SIPHON BOX
50.00'
TRANSITION
S = 0
S T
A
S T
A
5.00' 18.14' 60.35'
38.81'
PAVED
61.36' 17.13' 5.00'
TOS EL 414.48
TOS EL 414.48
INV EL 381.30
INV EL 386.11
INV EL 375.69
TOL EL 411.48
TOS EL 414.38
TOS EL 414.38
TOL EL 411.38
INV EL 386.01
INV EL 381.21
INV EL 375.69
2+00 3+00
4+004+15
C-208
SIPHON 9 PLAN -
AVENUE 80
H: 1" = 20' V: 1" = 20'
C. RIPPLER. RUCKERB. WEBER
PROFILE
CANAL INVERT
EXISTING GRADE
TOP OF CANAL LINING
0 20 40
SCALE IN FEET
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-208
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Sheet: of 203
A
V
E
TOP OF LINING
CONSTRUCTION
CENTERLINE
MATCH EXISTING GROUND
MATCH EXISTING GROUND
MATCH EXISTING GROUND
MATCH
EXISTING
GROUND
S
A
GC-8
S = 3.5%
A
C-905
C-905
C-905
C-905
B
S = 3.5%
5.00' 5.00'
C
P
A
V
E
D
D
C-130
PP#8400147E
O & M ROAD
O & M ROAD O & M ROAD
O & M ROAD
GC-12
S-901
S-901
E
S = 3.5% S = 3.5%
F
U
T
U
R
W
E
X
I
S
T
I
N
G
W
15" SD (RC01)
C-405
C
C-405
D
A. EXISTING SCE OVERHEAD ELECTRICAL TO BE RELOCATED BY
OTHERS PRIOR TO CONSTRUCTION.
B. EXISTING SCE POWER POLE IN CONFLICT WITH
CONSTRUCTION TO BE RELOCATED BY OTHERS PRIOR TO
CONSTRUCTION.
C. NEW SID 18-INCH DIA. PIPELINE TO BE CONNECTED TO
EXISTING PIPELINE. SEE DWG C-405.
D. NEW SID 14-INCH DIA. PIPELINE TO BE CONNECTED TO
EXISTING PIPELINE. SEE DWG C-405.
E. INSTALL 15-INCH CULVERT WITH GALVANIZED STEEL END
SECTION TO MATCH DIAMETER BY CONTECH ENGINEERED
SOLUTIONS, ALL METAL, OR EQUAL, TYPICAL OF 2.
F. REMOVE SID 15-INCH DIA. PIPELINE AS REQUIRED FOR
CONSTRUCTION. SEE DWG C-405.
G. REMOVE SID 14-INCH DIA. PIPELINE AS REQUIRED FOR
CONSTRUCTION. SEE DWG C-405.
H. 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.
SHEET KEYNOTES
C-101
C-101
C-215
F G
C-38
AVENUE 80 SIPHON
LIMITS OF WORK
R
T
Y
P
265.00'
SHOULDER TRANSITION
50.00'
SHOULDER TRANSITIONS
E X
I S
T I N
G
W
I D
T H
S T
A
O F
F S
S T
A
O F
F S
S T
A
O F
F S
S T
A
O F
F S
AVENUE 80 EAST PAVING PLAN
S
A
S
A
EXISTING AVENUE 80 BRIDGE
F
G
15" SD (RC01)E
C-905
C-101
KYTE AND COUNTY LINE
FARMS ACCESS ROAD
KYTE AND COUNTY LINE
FARMS EASEMENT
G B
STA -1+43.37
END OF PAVEMENT REPLACEMENT
H
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AM
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CR
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AM
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.06 .17
Attachment 21 Amendment No. 0005
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CULTIVATED
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AVENUE 80
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GATE
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GATE
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GATE
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AutoCAD SHX Text C77436
AutoCAD SHX Text C66888
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