Attachment_9_Amendment_0006_0006.pdf
PDF 2 MB Posted
- Attached to
- FKC Middle Reach Capacity Correction Project Phase Federal contract opportunity
- Solicitation number
- 140R2020R0009
About this file
This document package includes engineering drawings and specifications for the FKC Middle Reach Capacity Correction Project Phase 1. The project involves excavating portions of the existing Friant-Kern Canal to original grade limits and constructing a parallel canal segment to increase conveyance capacity. Key details include excavating existing canal banks for borrow material usage according to specification time and quantity limits, providing 10% maximum slope access ramps at county road crossings, and orienting all cross-section views downstream. The related federal contract opportunity is solicitation number 140R2020R0009 for the FKC Middle Reach Capacity Correction Project Phase 1, issued by the Department of Interior Bureau of Reclamation.
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Text version
STA 5730+00.00
0 50 100 150 200 250 300 350 4000-50-100-150-200
STA 5740+00.00
0 50 100 150 200 250 300 350 4000-50-100-150-200
STA 5750+00.00
0 50 100 150 200 250 300 350 4000-50-100-150-200
STA 5760+18.15
0 50 100 150 200 250 300 350 4000-50-100-150-200
STA 5770+00.00
0 50 100 150 200 250 300 350 4000-50-100-150-200
STA 5780+00.00
0 50 100 150 200 250 300 350 4000-50-100-150-200
STA 5782+00.00
0 50 100 150 200 250 300 350 4000-50-100-150-200
STA 5825+72.73
0 50 100 150 200 250 300 350 4000-50-100-150-200
LOW
LOW
LOW
LOW
LOW
LOW
INV EL 386.05
INV EL 385.99
INV EL 385.93
INV EL 385.87
INV EL 385.74
INV EL 385.75
INV EL 385.81
EG EL 391.72
EG EL 392.28
EG EL 391.23
EG EL 392.17
EG EL 391.74
EG EL 391.48
EG EL 392.29
EG EL 385.47
EG EL 396.12
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
Project No.:
Scale:
Revision:
Drawing No.
Title Dsgn. Chkd. YYYY.MM.DDDwn.
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File Name: FKC_XSEC_SEG 3_MODEL
ORIGINAL SHEET - ANSI D
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Sheet: of 203
C-710
CANAL CROSS
SECTIONS
C. RIPPLER. RUCKERW. WEBER
℄ EX
CANAL
℄EX
CANAL
EX
CANAL
EX
CANAL
EX
CANAL
EX
CANAL
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.
C-916
C-916
31.86'
AM
EN
DM
EN
T #
RR
M C
.06 .10
AM
EN
DM
EN
T #
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.07 .01
Attachment 9 Amendment 0006
AutoCAD SHX Text C77436
AutoCAD SHX Text C66888
| Sheets and Views |
| C-(710) |
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