Attachment_16_Amendment_No__0004_0004.pdf
PDF 6 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 Friant-Kern Canal Middle Reach Capacity Correction Project Phase 1. The project involves canal lining work between station 5500+00 and 5526+00, including backfilling an existing recharge basin and demolition of drain inlet structures as required. Relevant details include specifications for fill material and slopes, removal of existing bollards and fencing, and maintenance of existing overhead power lines and a timber bridge. The related federal contract opportunity is solicitation number 140R2020R0009 issued by the Department of the Interior Bureau of Reclamation for the Friant-Kern Canal Middle Reach Capacity Correction Project Phase 1 work depicted in the drawings and specifications.
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Text version
5500+00
5505+00
0 5515+00
5520+00
5525+00
302170013
TERRA BELLA IRRIGATION DIST
302170001
BTV CROWN
FARMS LLC
302170027
U S A WPRS
302170011
TERRA BELLA
IRRIGATION
DIST
B
B-313
B-314
S 00°01'15" W
1703.72'
∆=19°39'11"
R=450.00
L=154.35
S 19°37'56" E
94.61'
∆=19°42'33"
R=450.00
L=154.80
S 00°04'36" W
6855.31'
P C
S
T A
5500+00
5505+00
0 5515+00
5520+00
5525+00
302170013
TERRA BELLA IRRIGATION DIST
302170001
BTV CROWN
FARMS LLC
302170027
U S A WPRS
302170011
TERRA BELLA
IRRIGATION
DIST
B
B-313
B-314
5500+00 5505+00 5510+00 5515+00 5520+00 5525+00 5526+00
TOL 411.43
INV 388.06
TOL 414.28
INV 387.91
TOL 411.42
TOL 414.42
STA 5502+00.00
TOE 416.42
T Y
P
0 100 200
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-29
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Sheet: of 203
C-29
PLAN AND PROFILE
5500+00 TO 5526+00
H: 1" = 100' V: 1" = 20'
A. XIA R. RUCKERW. WEBER
AM
EN
DM
EN
T #
RR
M C
.0 6.
TOP OF CANAL LINING
CANAL INVERT
EXISTING GRADE
LIMITS OF WORK
M A
T C
H L I N
E
S
M A
T C
H L I N
E
S
CONSTRUCTION CENTERLINE
A
GC-8
M A
T C
H L I N
E
S
LIMITS OF WORK
M A
T C
H L I N
E
S
SHEET KEYNOTES:
A. EXISTING 12 KV OVERHEAD ELECTRICAL TO REMAIN.
B. EXISTING TBID RECHARGE BASIN, BACKFILL BASIN TO
LIMITS OF WORK PER SPECIFICATION 31 30 00, FILL TO
ELEVATION AT A CONSTANT SLOPE BETWEEN THE
NORTH AND SOUTH EMBANKMENTS.
C. EXISTING BOLLARDS ALONG CANAL LEFT BANK, TYP OF
4, TO BE REMOVED AND DISPOSED OF.
D. EXISTING 2” PIPE INLET, ABANDON IN PLACE.
E. EXISTING BARBED WIRE FENCE, REPLACE IN-KIND AT
LIMITS OF WORK UPON COMPLETION OF THE WORK.
F. EXISTING RECHARGE BASIN. BACKFILL RESERVOIR TO
LIMITS OF WORK PER SPECIFICATION 31 30 00, FILL TO
ELEVATION AT A CONSTANT SLOPE BETWEEN THE
EXISTING GRADE AT THE NORTH END AND SOUTH END
OF THE RESERVOIR.
G. EXISTING TIMBER BRIDGE, H-10 RATED, CONTRACTOR
MAY USE BRIDGE DURING CONSTRUCTION PROVIDED
VEHICLE LOADS DO NOT EXCEED BRIDGE RATING.
H. EXISTING DRAIN INLET STRUCTURE, DEMOLISH AS
REQUIRED TO ACCESS EXISTING BANK MATERIAL.
S = 0.00006
A
E C
D
G
G
C
G C
G
C
G C
0 ℄ FRIANT-KERN CANAL
B
TOP OF EMBANKMENT
GC-16
GC-14
ROAD 208
ROAD 208
H
Attachment 16 Amendment No. 0004
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