Drawing_C-506_Attachment_15_Amendment_No__0003_0003.pdf
PDF 1 MB Posted
- Attached to
- FKC Middle Reach Capacity Correction Project Phase Federal contract opportunity
- Solicitation number
- 140R2020R0009
About this file
This document contains drawings and specifications for the FKC Middle Reach Capacity Correction Project Phase 1 federal contract opportunity. The solicitation is for construction services to modify an existing canal turnout structure and replace an inlet structure outside the canal embankment. Key project details include removing an existing concrete box structure and abandoning an existing turnout structure in place. New structures will include a concrete end section and replacing the inlet structure. The Bureau of Reclamation is the contracting agency and the solicitation number is 140R2020R0009. Submittal and award dates are not specified.
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Text version
10+00
11+00
12+00 12+29
39.55' 24.00' 39.55' 20.00'
ATS
ATS
10+00 11+00 12+00 12+29
INV EL 387.85
STA 10+56.55
INV EL 389.85
START 48" RW
STA 11+69.24
STA 11+80.58
STA 11+85.79
TOL EL 414.22
TOS EL 417.22
TOB EL 416.72
48"x30" REDUCER
STA 11+64.03
48"x30" REDUCER
STA 11+81.58
STA 11+88.58
INV EL 389.85
END 48" RW
STA 11+68.24
STA 11+85.79
STA 11+88.58
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-506 TPID-DCTRA TURNOUT
ORIGINAL SHEET - ANSI D
c:
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Te l:
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co m
St an te c
C S tre et
S ui te
Sa cr am en to , C
A
6.
4.
A
B
C
D
1 2 3 4 5
FR
IA
NT
-K
ER
N C
AN
AL
M
ID
DL
E
RE
AC
H
C
AP
AC
ITY
C
O
RR
EC
TIO
N
PR
O
JE
C T
PH
AS
E
Li nd sa y, C
A
YY
YY
.M
M .D
D Re vis io n By
Ap pd
Permit/Seal
Permit/Seal
YY
YY
.M M
.D D
Ac ce pt ed
: S co tt W ol fe rt
2021.02.05
184031016
.1 2.
Sheet: of 203
C-506
TBID-DCTRA PITS
H: 1" = 20' V: 1" = 5'
A. XIA R. RUCKERB. WEBER
AD
DE
ND
UM
RR
CM
.05
.25
0 20 40
SCALE IN FEET
A.
B.
C.
D.
EXISTING TURNOUT STRUCTURE, ABANDON IN PLACE.
CONCRETE END SECTION BY CONTECH ENGINEERED SOLUTIONS,
OR ALL METAL SUPPLY, OR EQUAL.
REMOVE AND DISPOSE OF EXISTING CONCRETE BOX
STRUCTURE.
EXISTING BASIN INLET STRUCTURE, REPLACE IN-KIND OUTSIDE
OF CANAL EMBANKMENT.
SHEET KEYNOTES
EXISTING CANAL ℄
CONSTRUCTION ℄
A
S-29
O
M
R
O A
D
O
M
R
O A
D
F L
O W
FINISHED GRADE
B
D
C
48" RW (CS08)
48" RW (CS08)
Q
MAX
HGL:
408.10
500 CFS HGL:
406.97
PLAN
PROFILE
C-908
4" THICK AGG BASE
C-101
30" RW (DI01)
48" RW (CS08)
A
GC-8
30" RW (DI01)
C-914
C-101
GC-1
1.5:1
1.5:1
506-SLG-01
C-103
FKC STA 5535+44
STA 10+00
WALL t = 0.625"
WALL t = 0.25"
WALL t = 0.25"
EXISTING GRADE
C-902
D
C-402
Attachment 15 Amendment No. 0003
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PIPE
AutoCAD SHX Text
GATE
AutoCAD SHX Text C77436
AutoCAD SHX Text C66888
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