Attachment_24_Amendment_No__0005_0005.pdf
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- 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.
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Text version
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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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C-304
AVE 64 TIE-IN
1" = 40'
R. RUCKERR. RUCKERW. WEBER
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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
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B
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GC-10
GC-10
GC-10
GC-10
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B
G B
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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
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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
| Sheets and Views |
| C-304 |
File details come from the government source that posted it. Updated .