Drawing_C-304_Attachment_14_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 drawing package pertains to a federal contract opportunity for the FKC Middle Reach Capacity Correction Project Phase 1. The project involves constructing a tie-in between the existing Friant-Kern Canal and a 60-foot transition section at Station 5851+22.03 utilizing 7-inch reinforced concrete lining. Additional work includes removing 3,320 square yards of existing unreinforced concrete lining and coordinating construction activities without interrupting water deliveries. The Bureau of Reclamation is soliciting bids under Solicitation Number 140R2020R0009 for construction services in support of the project located in Lindsay, California. Incumbent property owners in the vicinity include Golden State Grapes Inc., USA WPRS, and Five Farms Kovacevick.
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Text version
5850+00 5855+005847+32 5848+00 5
5854+32
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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
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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
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TRANSITION
Project No.:
Scale:
Revision:
Drawing No.
Title Dsgn. Chkd. YYYY.MM.DDDwn.
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File Name: FKC_C-304
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Sheet: of 203
C-304
AVE 64 TIE-IN
1" = 40'
R. RUCKERR. RUCKERW. WEBER
AM
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.06 .01
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.
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
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GC-10
GC-10
GC-10
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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
Attachment 14 Amendment No. 0003
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CULTIVATED
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AVENUE 64
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FRIANT-KERN CANAL
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PIPES
AutoCAD SHX Text C77436
AutoCAD SHX Text C66888
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| C-304 |
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