Attachment_23_Amendment_No__0005_0005.pdf
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- Solicitation number
- 140R2020R0009
About this file
This document contains engineering drawings and specifications for a canal tie-in project along with details of a related federal contract opportunity. The drawings depict the proposed construction of a temporary concrete transition structure and tie-in of approximately 60 linear feet to connect two sections of the Friant-Kern Canal. General notes specify coordination requirements with the owner during construction and removal and disposal of the existing unreinforced concrete lining. The federal contract opportunity is solicitation number 140R2020R0009 issued by the Department of the Interior Bureau of Reclamation for the FKC Middle Reach Capacity Correction Project Phase 1. No further details are provided on the required scope of work, response deadline, or other terms of the procurement.
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TRANSITION
AVE 136
BRIDGE
Project No.:
Scale:
Revision:
Drawing No.
Title Dsgn. Chkd. YYYY.MM.DDDwn.
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File Name: FKC_C-302
ORIGINAL SHEET - ANSI D
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Sheet: of 203
C-302
AVE 136 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 3,550 SY OF 3.5"
UNREINFORCED CONCRETE LINING.
B. CONTRACTOR SHALL FIELD LOCATE CLOSEST EXISTING JOINT
TO THE DOWNSTREAM SIDE OF THE AVE 136 BRIDGE AND
START THE TEMPORARY TRANSITION AT THAT LOCATION.
C. EXISTING CANAL ROAD GATE. CONSTRACTOR SHALL REMOVE
GATE AS REQUIRED FOR CONSTRUCTION OF CANAL
TRANSITION AND REPLACE UPON COMPLETION OF WORK.
D. 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.
SHEET KEYNOTES
A
C-202
12" RIP RAP
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A
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EXISTING GRADE
TOP OF LINING
CANAL INVERT
O
A
D
CONSTRUCTION CENTERLINE
A
GC-8
S
S
60.00'
COUNTY ROW
B
C
C
LIMITS OF WORK
GC-10
GC-10
GC-10
GC-10
D
DESIGN ALIGMENT
302030004
LOWER TULE RIVER
IRRIGATION DISTRICT
302090008
USA WPRS
302090005
RICHARD W
MERRITT
302060015
JOSIAH B
AMBROSE
302060013
PARAMOUNT
RANCH CO
GC-10
A G
G
B A
S E
GC-10
Attachment 23 Amendment No. 0005
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CULTIVATED
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CULTIVATED
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FRIANT-KERN CANAL
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DIRT
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GATE
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GATE
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PIPE
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PIPE
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GATE
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GATE
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CULTIVATED
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CULTIVATED
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AVENUE 136
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AutoCAD SHX Text C66888
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