GC-09-REV-1_Att_4_Amendment_No__0002_0002.pdf
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- Solicitation number
- 140R2020R0009
About this file
This document contains drawings and specifications for the FKC Middle Reach Capacity Correction Project Phase 1. The project involves constructing embankments, aggregate base, and concrete lining along sections of the Friant-Kern Canal in Lindsay, California. Key details include a 3.5% slope for the concrete lining, minimum widths for the lining and refill zones, and slope ratios for embankments. Transverse and longitudinal joints in the concrete lining will be placed at 14 foot intervals. 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.
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SHEET KEYNOTES
A. COMPACTED EMBANKMENT PER SPECIFICATION 31 30 00.
B. 4" CLASS II AGGREGATE BASE WITH SEAL COAT PER
SPECIFICATION SECTION 31 30 00 CANAL RIGHT BANK UNLESS
NOTED OTHERWISE.
C. EXISTING GRADE SHOWN REPRESENTS GROUND SURFACE AS
SURVEYED IN 2018, PREPARE EMBANKMENT SUBGRADE PER
SPECIFICATION 31 30 00.
GC-9
TYPICAL CANAL
SECTIONS - 3
A. XIA R. RUCKERW. WEBER
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_GC-09
ORIGINAL SHEET - ANSI D
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2021.02.05
184031016
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Sheet: of 203
PARALLEL CANAL LINING SECTION
SCALE: NOT TO SCALE
B
V
A
R
P
T
TRANSVERSE AND
LONGITUDINAL
JOINTS AT 14' OC
3.5" CONCRETE LINING
R
M
I N
R
M
A
X
FRIANT-KERN
CANAL
C
L
H
D W
G
G
C d m
D W
G
G
C b
DWG GC-8
19.02'
O&M ROAD
TYP
2.5' BANK FREEBOARD
A
A
EXISTING GRADE C
B
3.5%
16.00'
MIN
CONCRETE
LINING
COMPACTED REFILL
COMPACTED
EMBANKMENT
S=-0.035
8"
5'-0" (MIN)
LINING AND REFILL1
SCALE: NTS
WIND ROW, UNCOMPACTED FILL
GC-10
GC-10
AM
EN
DM
EN
T 2
RR
M
C
.05
.24
SEE NOTE 1 ON GC-10 DETAIL 3
Attachment No 4 Amendment No 0002
AutoCAD SHX Text C77436
AutoCAD SHX Text C66888
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