Drawing_C-208_Attachment_10_Amendment_No__0003_0003.pdf
PDF 2 MB Posted
- Attached to
- FKC Middle Reach Capacity Correction Project Phase Federal contract opportunity
- Solicitation number
- 140R2020R0009
About this file
This document includes construction drawings and specifications for the FKC Middle Reach Capacity Correction Project Phase 1. Key details include construction of a 208-foot triple box siphon structure under Avenue 80 to increase capacity of the Friant-Kern Canal, as well as roadway and utility relocations. The related federal contract opportunity is solicitation number 140R2020R0009 issued by the Department of the Interior Bureau of Reclamation for the FKC Middle Reach Capacity Correction Project Phase 1. The solicitation seeks construction services to complete the infrastructure upgrades detailed in the drawings and specifications to increase water delivery capacity.
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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
N O
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- a ny e rro rs or o m iss io ns sh al l b e re po rte d to S ta nt ec w ith ou t d el ay
Th e
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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
ORIGINAL SHEET - ANSI D
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184031016
.1 2.
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
10% +\-
1 A M
EN
DM
EN
T #
CR
M C
.05 .26
Attachment 10 Amendment No. 0003
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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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