Drawing_C-302_Attachment_13_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 relates to a federal construction contract opportunity for the FKC Middle Reach Capacity Correction Project Phase 1. The project involves constructing a tie-in and temporary transition of the Friant-Kern Canal where it crosses under Avenue 136 in Lindsay, California. Key details include removing 3,550 square yards of unreinforced concrete canal lining; field locating the closest existing joint downstream of the bridge to start the transition; coordinating construction timing with the Friant Water Authority without interrupting deliveries; and constructing a 7-inch thick reinforced concrete transition lining with #5 rebar at 12 inches each way. The solicitation was issued by the Department of the Interior Bureau of Reclamation under number 140R2020R0009 for the FKC Middle Reach Capacity Correction Project Phase 1.
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Text version
5310+00 5315+00
5308+39
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50.00'
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6699.93'
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60.00'
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
AM
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.06 .01
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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.
SHEET KEYNOTES
A
C-202
12" RIP RAP
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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
Attachment 13 Amendment No. 0003
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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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