Attachment_24_Amendment_No__0004_0004.pdf
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- Attached to
- FKC Middle Reach Capacity Correction Project Phase Federal contract opportunity
- Solicitation number
- 140R2020R0009
About this file
This drawing package pertains to the FKC Middle Reach Capacity Correction Project Phase 1. The drawings depict typical canal sections including a parallel canal lining section, transverse and longitudinal joints at 14' intervals on the 3.5" concrete lining, and a compacted embankment section. Dimensions and specifications are provided for the concrete lining, refill, embankment, and road. Revision details and approval signatures are also shown on the drawings.
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Text version
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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- 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: FKC_GC-09
ORIGINAL SHEET - ANSI D
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Permit/Seal
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2021.02.05
184031016
.1 2.
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
AM
EN
DM
EN
T #
RR
M
C
.06
.08
SEE NOTE 1 ON GC-10 DETAIL 3
Attachment 24 Amendment No. 0004
AutoCAD SHX Text C77436
AutoCAD SHX Text C66888
| Sheets and Views |
| GC-09 |
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