Attachment_26_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 engineering drawings and specifications for the FKC Middle Reach Capacity Correction Project Phase 1. The project involves excavating and modifying portions of the FKC Canal in Lindsay, California to increase capacity, with work including excavating existing canal banks to original grades, providing 10% maximum slope access ramps at county road crossings, and other canal modifications. Drawings show existing and finished canal grades, centerlines, and cross-sections at various stations along the canal. Related federal contract opportunity 140R2020R0009 from the Department of the Interior Bureau of Reclamation is for the FKC Middle Reach Capacity Correction Project Phase 1.
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Text version
STA 5379+97.00
0 50 100 150 200 250 300 350 4000-50-100-150-200
STA 5360+58.15
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200
STA 5363+00.39
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200
STA 5370+00.00
0 50 100 150 200 250 300 350 4000-50-100-150-200
STA 5390+00.00
0 50 100 150 200 250 300 350 4000-50-100-150-200
STA 5400+00.00
0 50 100 150 200 250 300 350 4000-50-100-150-200
STA 5410+00.00
0 50 100 150 200 250 300 350 4000-50-100-150-200
STA 5420+00.00
0 50 100 150 200 250 300 350 4000-50-100-150-200
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
INV EL 388.96
EG EL 395.31
EG EL 397.15
EG EL 402.24
EG EL 402.33
EG EL 401.25
EG EL 398.74
EG EL 395.96
EG EL 395.21
INV EL 389.02
INV EL 389.06
INV EL 389.14 INV EL 388.90
INV EL 388.84
INV EL 388.78
INV EL 388.72
Project No.:
Scale:
Revision:
Drawing No.
Title Dsgn. Chkd. YYYY.MM.DDDwn.
Th e
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. R ep ro du ct io n or u se fo r a ny p ur po se o th er th an th at a ut ho riz ed b y St an te c is fo rb id de n.
File Name: FKC_XSEC_MODEL
ORIGINAL SHEET - ANSI D
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Sheet: of 203
C-704
CANAL CROSS
SECTIONS
C. RIPPLER. RUCKERW. WEBER
℄ EX
CANAL
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-901
AM
EN
DM
EN
T #
RR
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.0 6.
Attachment 26 Amendment No. 0005
AutoCAD SHX Text C77436
AutoCAD SHX Text C66888
File details come from the government source that posted it. Updated .