Attachment_15_Amendment_No__0005_0005.pdf
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- Solicitation number
- 140R2020R0009
About this file
This document contains construction drawings and specifications for the Friant-Kern Canal Middle Reach Capacity Correction Project Phase 1. The project involves upgrades to the Deer Creek Check Structure including filling in the existing canal and check structure, constructing a new gated control structure, installing three 60-inch diameter pipes, constructing a control building with earth and concrete foundations, upgrading access roads, and installing riprap. The Bureau of Reclamation is soliciting proposals under solicitation number 140R2020R0009 for construction services on the Friant-Kern Canal Middle Reach Capacity Correction Project Phase 1 near Lindsay, California. The solicitation seeks to improve capacity and operational flexibility on the Friant-Kern Canal to benefit water users in Fresno, Tulare and Kern counties.
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G P
S
5536+00
5537+00
5538+00
5539+00
5540+00
5541+00
5542+00
5543+00
5544+00
5536+00
5537+00
5538+00
5539+00
5540+00
5541+00
5542+00
5543+00
5544+00
R
R
243.22'
40.00'
R
R
103.41'
TOL EL 414.21
TOS EL 417.21
TOB EL 413.15
INV EL 387.84
INV EL 389.21
INV EL 389.52
WEIR CREST EL 407.18
INV EL 372.67
INV EL 372.67
INV EL 389.10
INV EL 387.42
TOL EL 413.79
TOS EL 416.79
TOB EL 412.73
EL 379.00
EL 368.00
EL 368.00
EL 377.00
CHECK
STRUCTURE
EL 413.71
EL 413.29
70.00'
TRANSITION
30.00' 196.22'
QUADRUPLE 14'x14' BOX SIPHON
50.00'
TRANSITION
51.00'
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
T s ca le th e dr aw in g
- 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
C op yr ig ht s t o al l d es ig ns a nd d ra w in gs a re th e pr op er ty o f S ta nt ec
. 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: C-100 DEER CREEK CHECK
STRUCTURE
ORIGINAL SHEET - ANSI D
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Ac ce pt ed
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2021.02.05
184031016
.1 2.
Sheet: of 203
C-100
DEER CREEK CHECK
STRUCTURE
1" = 30'
A. XIA R. RUCKERW. WEBER
AD
DE
ND
UM
RR
M C
.05 .25
AM
EN
DM
EN
T #
RR
M C
.06 .17
0 30 60
SCALE IN FEET
PLAN
A
SECTIONA
WASTEWAY GATE STRUCTURE
103.41'
16'
16'
1.5:1 1.5:1
F L O
W F
L O
W
2:1
C-402
O&M ROAD
O&M ROAD
SHEET KEYNOTES
A. EXISTING UNDERGROUND COMMUNICATION LINE, SEE ELECTRICAL
DRAWINGS FOR RELOCATION.
B. EXISTING OVERHEAD COMMUNICATION LINE, PROTECT IN PLACE.
C. EXISTING DEER CREEK CHECK STRUCTURE, ABANDON IN PLACE.
D. EXISTING 12'x17.5' RADIAL GATE, TYP OF 4, TO BE SALVAGED. SEE
SPECIFICATION 02 41 19 FOR REQUIREMENTS.
E. FILL EXISTING CANAL AND CHECK STRUCTURE TO LIMITS SHOWN WITH
ACCEPTABLE EMBANKMENT FILL MATERIAL PER SECTION 31 30 00. FILL
ABANDONED SIPHON WITH SAND, SLURRY, OR OTHER APPROVED MATERIALS
PER SPECIFICATION 02 41 19.
F. CONTROL BUILDING EARTH PAD, 32'x25', COMPACTED PER SPECIFICATION 31
30 00.
G. CONTROL BUILDING CONCRETE SLAB FOUNDATION, 13'x13' FOR UPSTREAM
RECORDER HOUSE AND 10'x10' FOR DOWNSTREAM RECORDER HOUSE.
H. EXISTING LARGER BOULDERS ALONG OUTSIDE BANK OF EXISTING CANAL,
REMOVE, STOCKPILE AND REPLACE ALONG EAST BANK OF CONSTRUCTED
CANAL.
I. EXISTING RECORDER HOUSE, ABANDON IN PLACE PER SPECIFICATION
02 41 19.
J. EXISTING POWER POLE, PROTECT IN PLACE.
K. 24-INCH RIP RAP, SEE SPECIFICATION 31 30 00.
L. EXISTING CANAL ROAD GATE, REMOVE AND DISPOSE OF MATERIAL.
M. BUENA VISTA LAKE SHREW HABITAT, REFER TO SPECIFICATION SECTION 01
30 00 FOR REQUIREMENTS RELATED TO HAND CLEARING OF VEGETATION
AND TEMPORARY FENCING IN THIS AREA. APPROXIMATE LIMITS OF
EXCLUSIONARY FENCING SHOWN.
N. REMOVE, STOCKPILE AND REUSE EXISTING RIPRAP.
FG: 416.71
FG: 416.71
10%
10%
G B
G B
G B
G B
FG: 413.71
FG: 413.71
C-508
2:1
℄ 60" Ø PIPE
(TYP OF 3)
FG: 404.00
MATCH EXISTING
FG: 403.82
O&M ROAD
O&M ROAD
G B
G B
G B
G B
10%
10%
FG: 416.29
FG: 416.29
FG: 413.29
FG: 413.29
100.00'
C-904
C-904
100.00'
C-905
O&M ROAD GATE
C-905
O&M ROAD GATE
FG 393.50
C-101
C-103
C-101
C-103
C-101
EXISTING CHAIN LINK FENCE
EXISTING CHAIN LINK FENCE
EXISTING
GUARD RAIL
C-119
C-119
CONNECT TO
EXISTING GUARD
RAIL
OVER EXCAVATION LIMIT
A
B
C
D
E
F
F
G
G
H
J
L
J
I
E
K
S-6
GC-12
M
S T
A
S T
A
FLOW
FLOW
S-10
S-11
N
C-202
N
FG: 413.29
FG: 415.59
FG: 412.73
FG: 412.73
FG: 411.36
FG: 415.01
FG: 408.09
FG: 414.66
FG: 413.71
FG: 413.87
FG: 415.57
FG: 413.15
FG: 415.50
FG: 414.97
FG: 411.98
FG: 408.18
FG: 415.49
FG: 416.01
FG: 413.15
FG: 416.01
FG: 415.50
M
M
Attachment 15 Amendment No. 0005
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CULTIVATED
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FRIANT-KERN CANAL
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DEER CREEK
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RIP-RAP
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GATE
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GATE
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GATE
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RIP-RAP
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RIP-RAP
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PIPE
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PIPE
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CULTIVATED
AutoCAD SHX Text C77436
AutoCAD SHX Text C66888
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