Attachment_16_Amendment_No__0005_0005.pdf
PDF 2 MB Posted
- Solicitation number
- 140R2020R0009
About this file
This document contains plans and specifications for the FKC Middle Reach Capacity Correction Project Phase 1 federal contract opportunity. The solicitation is being conducted by the Department of the Interior Bureau of Reclamation under number 140R2020R0009. The project involves canal capacity corrections through construction activities such as canal lining installation, road construction, culvert installation and relocation of utility infrastructure including an irrigation pipeline, power poles and electrical lines. The plans provide construction details such as material specifications, dimensions, schematics and notes. Award is anticipated to provide canal infrastructure upgrades to address capacity needs on the FKC Middle Reach in Lindsay, California.
View the file
Other files
Show 40 more
Latest 50 of 155 listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
5361+00
5362+00
5363+00
5361+00
5362+00
5363+00
B
FG: 406.15
FG: 405.60
FG: 414.73
FG: 414.73
FG: 404.67
FG: 403.17
FG: 405.60
FG: 414.73
FG: 414.90
FG: 414.90
FG: 403.94
FG: 404.67
FG: 414.73
FG: 414.20
FG: 406.04
FG: 404.10
FG: 406.04
FG: 414.73
FG: 414.90
FG: 414.90
FG: 414.12
FG: 414.65
FG: 414.82
FG: 414.65
FG: 414.65
FG: 414.82
FG: 414.65
FG: 414.12
FG: 403.94
FG: 404.67
FG: 405.60
FG: 406.15
FG: 406.04
FG: 405.60
FG: 404.10
FG: 403.17
FG: 404.67
FG: 406.04
FG: 414.20
INV: 402.81
INV: 402.39
5361+00
5362+00
5363+00
S T
A
INV EL 384.22
TOS EL 415.40
INV EL 377.23
TOL EL 412.40
INV EL 389.03
INV EL 377.23
INV EL 384.14
INV EL 388.95
TOL EL 412.32
TOS EL 415.32
S T
A
50.00'
TRANSITION
142.24'
TRIPLE 19' X 19' SIPHON BOX
50.00'
TRANSITION
TOS EL 415.40
5.00' 18.09' 31.03'
32.00'
PAVED
31.20' 17.92' 5.00'
TOS EL 415.32
3+07
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: FKC_C-203
ORIGINAL SHEET - ANSI D
c:
\p w w or kd ir\ d0
\f kc _c
-2
.0 6.
:4 4:
P
M
Te l:
w w w .st an te c.
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-203
SIPHON 4 PLAN -
AVENUE 128
H: 1" = 20' V: 1" = 20'
C. RIPPLER. RUCKERB. WEBER
AD
DE
ND
UM
CR
M C
.05 .25
AM
EN
DM
EN
T #
RR
M C
.06 .17
TOP OF LINING
0 20 40
SCALE IN FEET
PROFILE
A V
E
CANAL INVERT
EXISTING GRADE
TOP OF CANAL LINING
CONSTRUCTION
CENTERLINE
MATCH EXISTING GROUND
MATCH EXISTING GROUND
MATCH EXISTING GROUND
MATCH EXISTING GROUND
S
S = 2%S = 2%
S = 2%S = 2%
5.00'
A
GC-8
C-905
A
C-905
C-905
C-905
S= 3.5% S= 3.5%
S = 3.5%
S = 3.5%
S = 3.5%
S = 3.5%
S = 3.5%
S = 3.5%
R
T
Y
P
32.00'
PAVED
B
C
A B
D
C-130
PP#4705348E
O & M
ROAD
O & M
ROAD
O
M
R
O
A
D
O
M
R O
A D
GC-12
S-901
S-901
E
C-400
C-101
C-101
15" SD (RC01)
SHEET KEYNOTES
A. EXISTING 33-INCH TPDWD IRRIGATION PIPELINE,
CONTRACTOR SHALL COORDINATE WITH COR TEMPORARY
BYPASS DURING CONSTRUCTION.
B. EXISTING SCE UNDERGROUND ELECTRICAL LINE TO BE
RELOCATED BY OTHERS PRIOR TO CONSTRUCTION.
C. EXISTING SCE POWER POLE IN CONFLICT WITH
CONSTRUCTION TO BE RELOCATED BY OTHERS PRIOR TO
CONSTRUCTION.
D. EXISTING SCE OVERHEAD ELECTRICAL TO REMAIN.
E. FURNISH AND INSTALL 15-INCH CULVERT WITH GALVANIZED
STEEL END SECTION TO MATCH DIAMETER BY CONTECH
ENGINEERED SOLUTIONS, ALL METAL SUPPLY, OR EQUAL,
TYP OF 2.
F. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING
PAVING TO LIMITS SHOWN AND REPLACE PER DETAIL C-130.
C-214
C-23
AVENUE 128 SIPHON
LIMITS OF WORK
23.97'
EX WIDTH
AVENUE 128 EAST PAVING PLAN
22.80'
EXISTING WIDTH
AVENUE 128 WEST PAVING PLAN
STA -3+07.06
OFFSET 11.3'
STA -0+92.06
OFFSET 16.0'
STA -0+92.06
OFFSET 16.0'
STA 0+92.05
OFFSET 16.0'
STA 1+42.05
OFFSET 10.9'
W
E S
T B
O U
N D
S H
O U
L D
E
A
N S
I T
I O
N
STA 0+92.05
OFFSET 16.0'
C-400
5.00'
50.00'
COUNTY ROW
60.00'
FUTURE COUNTY ROW
E
A S
T B
O U
N D
S H
O U
L D
A
N S
I T
I O
N
W
E S
T B
O U
N D
S H
O U
L D
A
N S
I T
I O
N
E
A S
T B
O U
N D
S H
O U
L D
A
N S
I T
I O
N
32.00'
32.00'
EAST PAVING PLAN
WEST PAVING PLANF
F
15" SD (RC01)
E
STA 3+07.05
OFFSET 13.2'
STA -1+42.06
OFFSET 12.4'
Attachment 16 Amendment No. 0005
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CULTIVATED
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AVENUE 128
AutoCAD SHX Text
CULV
AutoCAD SHX Text
PIPES
AutoCAD SHX Text T
AutoCAD SHX Text C77436
AutoCAD SHX Text C66888
| Sheets and Views |
| Plan |
File details come from the government source that posted it. Updated .