Attachment_27_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 and specifications for the FKC Middle Reach Capacity Correction Project Phase 1. The project involves excavating and grading portions of the FKC Canal in Lindsay, California to enlarge capacity and improve water flow, as indicated on the provided cross section drawings. Work will include excavating existing canal banks to original grades, constructing access ramps at county road crossings with 10% maximum slopes, and overexcavating below an elevation of 377 feet at Deer Creek. The related 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.
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Text version
STA 5541+62.43
0 50 100 150 200 250 300 350 4000-50-100-150-200
STA 5550+00.00
0 50 100 150 200 250 300 350 4000-50-100-150-200
STA 5560+00.00
0 50 100 150 200 250 300 350 4000-50-100-150-200
STA 5570+00.00
0 50 100 150 200 250 300 350 4000-50-100-150-200
STA 5580+00.00
0 50 100 150 200 250 300 350 4000-50-100-150-200
STA 5588+90.13
0 50 100 150 200 250 300 350 4000-50-100-150-200
STA 5591+37.30
0 50 100 150 200 250 300 350 4000-50-100-150-200
STA 5599+37.98
0 50 100 150 200 250 300 350 4000-50-100-150-200
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
INV EL 387.29
INV EL 387.35
INV EL 387.41
INV EL 387.23
INV EL 387.10
INV EL 387.05
EG EL 397.39
EG EL 395.27
EG EL 402.25
EG EL 397.47
EG EL 398.32
EG EL 398.65
INV EL 387.46
EG EL 394.74
EG EL 397.63
INV EL 387.17
Project No.:
Scale:
Revision:
Drawing No.
Title Dsgn. Chkd. YYYY.MM.DDDwn.
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File Name: FKC_XSEC_SEG 3_MODEL
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Sheet: of 203
C-707
CANAL CROSS
SECTIONS
C. RIPPLER. RUCKERW. WEBER
EX
CANAL
LEGEND
CENTERLINE OF PARALLEL CANAL
EXISTING GRADE
FINISHED GRADE
GENERAL SHEET NOTES
1. ALL CROSS SECTION VIEWS ARE ORIENTED
DOWNSTREAM.
2. EXCAVATION SHOWN OF THE EXISTING CANAL
BANKS TO ORIGINAL GRADE ESTABLISHES THE
LIMITS OF EXISTING BANK MATERIAL THE
CONTRACTOR MAY USE. REFER TO SPECIFICATION
SECTION 01 14 00 - CONSTRUCTION CONSTRAINTS
AND SEQUENCING FOR FURTHER DETAILS
RELATED TO TIMING AND LIMITS OF EXISTING
BANK MATERIAL USE A BORROW SOURCE. SEE
TYPICAL CANAL SECTION ON DWG GC-8.
3. PROVIDE A 10% MAXIMUM SLOPE ACCESS RAMP
AT ALL EXISTING COUNTY ROAD CROSSINGS.
EX
CANAL
EX
CANAL
EX
CANAL
EX
CANAL
EX
CANAL
1.5:1
DEER CREEK
OVEREXCAVATION
EL 377.00
1.5:1
1 1
AM
EN
DM
EN
T #
RR
M C
.06 .10
Attachment 27 Amendment No. 0005
AutoCAD SHX Text C77436
AutoCAD SHX Text C66888
File details come from the government source that posted it. Updated .