Attachment_24_Amendment_No__0005_0005.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 construction drawings for the FKC Middle Reach Capacity Correction Project Phase 1. The drawings depict a tie-in construction between the Friant-Kern Canal and Avenue 64, including existing conditions, demolition plans, grading plans, and construction details. Relevant project details include removing 3,320 square yards of unreinforced concrete lining; constructing a 60-foot transition section with 7-inch reinforced concrete lining reinforced with #5 bars at 12 inches; and coordinating tie-in construction without interrupting water deliveries on the Friant-Kern Canal. The project is being completed under Solicitation Number 140R2020R0009 issued by the Department of the Interior Bureau of Reclamation for the FKC Middle Reach Capacity Correction Project Phase 1.
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
5850+00 5855+005847+32 5848+00 5
5854+32
R
L
S
W
R
L
5846+80 5847+20 5847+60 5848+00 5848+40 5848+80 5849+20 5849+60 5850+00 5850+40 5850+80 5851+20 5851+60 5852+00 5852+40 5852+80 5853+20 5853+60 5854+00 5854+40 5854+80 5855+20
S T
A
I N
V
E
L
S T
A
I N
V
E
L
S T
A
I N
V
E
L
S T
A
I N
V
E
L
E N
D
T
I E
I N
STA 5847+31.99
TOL EL 410.59
STA 5848+71.99
TOL EL 410.58
STA 5849+92.16
TOL EL 402.06
STA 5851+22.03
TOL EL 402.06
STA 5851+82.03
TOL EL 402.26
STA 5854+32.07
TOL EL 402.26
S T
A
I N
V
E
L
S T
A R
T
T
I E
I N
60.00'
TRANSITION
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-304
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\ fk c_ c-
.0 6.
:4 1:
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
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-304
AVE 64 TIE-IN
1" = 40'
R. RUCKERR. RUCKERW. WEBER
AM
EN
DM
EN
T #
RR
M C
.06 .01
AM
EN
DM
EN
T #
RR
M C
.06 .17
0 40 80
SCALE IN FEET
1. CONSTRUCTION OF THE TIE-IN SHALL BE ACCOMPLISHED
WITHOUT INTERRUPTION TO FRIANT WATER AUTHORITY
DELIVERIES.
2. THE CONTRACTOR SHALL COORDINATE TIMING OF THE
CONSTRUCTION WITH COR.
3. REFER TO SPECIFICATION SECTION 01 14 00 CONSTRUCTION
CONSTRAINTS AND SEQUENCING FOR ADDITIONAL
REQUIREMENTS.
GENERAL NOTES
A. LIMITS OF LINING REMOVAL 2 FEET BEYOND LIMITS OF CANAL
EMBANKMENT. REMOVE AND DISPOSE OF 3,320 SY OF 3.5"
UNREINFORCED CONCRETE LINING.
B. TRANSITION SHALL BE 7" REINFORCED CONCRETE LINING. PROVIDE
#5 @12" EW. THE CONTRACTOR SHALL SUBMIT, FOR APPROVAL, A
JOINT LAYOUT FOR THE TRANSITION WHICH DIVIDES THE CONCRETE
PANELS ON THE SLOPES AND INVERT INTO APPROXIMATE SQUARES
OF 30-FEET. THE SUBMITTAL SHALL INCLUDE PLACING PATTERNS
AND JOINTS PER DETAIL 6 ON DWG GC-10.
C. EXISTING TOP OF LINING ELEVATIONS SHOWN ARE BASED ON
2018 SURVEY. CONTRACTOR SHALL FIELD VERIFY TOP OF LINING
AND TOP OF EMBANKMENT ELEVATIONS AT THE INTERSECTION OF
THE EXISTING CANAL LINING.
D. EXISTING SCE 12 KV OVERHEAD ELECTRICAL TO BE RELOCATED BY
OTHERS PRIOR TO CONSTRUCTION.
E. EXISTING TIMBER BRIDGE, H-10 RATED, CONTRACTOR MAY USE
BRIDGE DURING CONSTRUCTION PROVIDED VEHICLE LOADS DO NOT
EXCEED BRIDGE RATING.
F. CONTRACTOR SHALL FIELD LOCATE CLOSEST EXISTING JOINT
DOWNSTREAM OF THE TRANSITION STA 5854+32 SHOWN AND
COMPLETE TEMPORARY TRANSITION AT THAT LOCATION.
SHEET KEYNOTES
EXISTING GRADE
TOP OF LINING
CANAL INVERT
TOP OF EMBANKMENT
A
C-202
12" RIP RAP
T
R
A
N
S
I
T
I
O
N
S
A
S
B
P
GC-10
GC-10
GC-10
GC-10
G B
G
B
G B
G
B
O&M ROAD
O&M ROAD
8% +/-
LIMITS OF WORK
A
GC-8
CONSTRUCTION CENTERLINE
C
D
E
DESIGN ALIGNMENT
319020013
GOLDEN STATE
GRAPES INC
319020017
USA WPRS
319020016
FIVE FARMS
KOVACEVICK
GC-10
F
A G
G
B A
S E
GC-10
Attachment 24 Amendment No. 0005
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
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
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
CULTIVATED
AutoCAD SHX Text
AVENUE 64
AutoCAD SHX Text
FRIANT-KERN CANAL
AutoCAD SHX Text
PIPES
AutoCAD SHX Text C77436
AutoCAD SHX Text C66888
| Sheets and Views |
| C-304 |
File details come from the government source that posted it. Updated .