Attachment_19_Amendment_No__0004_0004.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 engineering drawings and specifications for the FKC Middle Reach Capacity Correction Project Phase 1. The project involves installing approximately 1,800 linear feet of 18-inch reinforced concrete pipe turnout from the Friant-Kern Canal to deliver water for irrigation. Key project elements include removing a portion of the existing unreinforced concrete canal lining; installing the new turnout piping, valves, and accessories; reconstructing the adjacent road; and replacing the removed canal lining. The solicitation is being conducted by the Department of the Interior Bureau of Reclamation under solicitation number 140R2020R0009.
View the file
Other files for this federal contract opportunity
Show all 50
FKC Middle Reach Capacity Correction Project Phase has more files on GovTribe.
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
B-419
0+00 1+00
2+00 3+00
4+00 4+50
24.00' 38.05' 20.00'
80.00'
ROW
STA 4+30.64
18"x18"x18" TEE
N 1851691.24
E 6518815.23
STA 4+32.35
18" BFV
N 1851691.24
E 6518813.52
STA 4+37.81
BUTT STRAP JOINT
N 1851690.48
E 6518808.06
L I M
I T
S
O
F
E X
I S
T I N
G
C A
N A
L
L I N
I N
G
R E
M O
V A
L
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+50
STA 0+12.00
INV EL 385.50
500 CFS HGL
EL 403.10
MAX Q HGL
EL 405.75
STA 0+54.51
INV EL 387.50
START 12" RW
TOL 410.87
TOS 413.87
TOB 413.87
STA 2+96.60
22.50° BEND (VERT)
CL EL 386.85
STA 3+20.55
22.50° BEND (VERT)
CL EL 376.93
STA 3+57.44
22.50° BEND (VERT)
CL EL 376.93
STA 3+84.76
22.50° BEND (VERT)
CL EL 388.25
STA 4+30.64
18"x18"x18" TEE
CL EL 388.25
STA 4+32.35
18" BFV
CL EL 388.25
STA 4+37.81
BUTT STRAP JOINT
CL EL 388.25
CONTRACTOR TO
VERIFY ELEVATION
ROAD 192
80.00' ROW
STA 1+99.99
EL 387.03
STA 2+19.99
EL 386.85
STA 1+20.00
EL 388.25
STA 1+40.00
EL 388.08
C-407
DEID-68 TURNOUT
H: 1" = 20' V: 1" = 20'
A. XIA R. RUCKERW. WEBER
AM
EN
DM
EN
T #
RR
M C
.06 .09
A.
B.
C.
D.
E.
DEID-68 TURNOUT.
EXISTING COMMUNICATION TO REMAIN UNDISTURBED.
EXISTING OVERHEAD POWER TO REMAIN UNDISTURBED.
AT A MINIMUM CLSM IS REQUIRED IN THE PIPE ZONE TO THE
LIMITS OF THE BANK TOE. BEYOND THE BANK TOE THE
CONTRACTOR HAS MATERIAL OPTION PER DRAWING GC-6.
REMOVE EXITING CANAL LINING AS REQUIRED TO INSTALL
TURNOUT PIPING. REPLACE 3.5-INCH UNREINFORCED
CONCRETE LINING UPON COMPLETION OF WORK.
SHEET KEYNOTES
PLAN
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-407 DEID-68 TURNOUT
ORIGINAL SHEET - ANSI D
c:
\u se rs\ rru ck er \d oc um en ts\ pr oj ec ts\ fri an t w at er a ut ho rit y\ dr aw in gs
\c ivi l\ w or kin g ca d\ c-de id
-6 tu rn ou t
.0 6.
:5 0:
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
PROFILE
18" RW (CS08)
18" RW (CS08)
A
C-101
3.5%
4" THICK
AGG BASE
0 20 40
SCALE IN FEET
F L
O W
1.5:1
CONSTRUCTION ℄
FKC STA 5813+99.31
STA 10+00
A
GC-8
O
M
R
O A
D
GC-9
S-29 C-101 C-103
407-SLG-01
B
C
E X
I S
T I N
G
F
R I A
N T
K
E R
N
C
A N
A L
R O
A D
PIPE TRENCH
SAND FILTER PLUG
C-918
20.55'
D
WALL t = 0.1875" WALL t = 0.1875"
FINISHED GRADE
S T
A
TULARE COUNTY MONUMENT
EX COMMS LINE
EXISTING
GRADE
18" BLIND FLANGE
18" BFV
5' SPOOL
C-708
EXISTING CANAL
CONCRETE LINING TO
BE REMOVED
C-708
E
Attachment 19 Amendment No. 0004
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
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
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
PIPE
AutoCAD SHX Text
PIPE
AutoCAD SHX Text C77436
AutoCAD SHX Text C66888
File details come from the government source that posted it. Updated .