Attachment_20_Amendment_No__0004_0004.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 federal contract opportunity. The project involves excavating and modifying portions of the FKC Canal in Lindsay, California to increase capacity. Drawings show existing and proposed canal cross sections and elevations at various stations along the canal route. Specifications require contractors to verify all dimensions and notify the engineering firm of any errors or omissions. Excavated material from existing canal banks may be used as borrow up to specified limits. Ramps are required at all county road crossings with a maximum 10% slope. The solicitation number is 140R2020R0009 and was 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 5484+68.39
0 50 100 150 200 250 300 350 4000-50-100-150-200
STA 5490+00.00
0 50 100 150 200 250 300 350 4000-50-100-150-200
STA 5500+00.00
0 50 100 150 200 250 300 350 4000-50-100-150-200
STA 5510+00.00
0 50 100 150 200 250 300 350 4000-50-100-150-200
STA 5520+00.00
0 50 100 150 200 250 300 350 4000-50-100-150-200
STA 5530+00.00
0 50 100 150 200 250 300 350 4000-50-100-150-200
STA 5537+65.21
0 50 100 150 200 250 300 350 4000-50-100-150-200
STA 5514+22.38
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
INV EL 388.11
INV EL 388.17
INV EL 388.05
INV EL 388.02
INV EL 387.99
INV EL 387.93
EG EL 399.51
EG EL 397.50
EG EL 399.03
EG EL 396.25
EG EL 398.96
EG EL 398.82
INV EL 388.20
EG EL 397.99
INV EL 387.88
EG EL 393.37
Project No.:
Scale:
Revision:
Drawing No.
Title Dsgn. Chkd. YYYY.MM.DDDwn.
Th e
C on tra ct or sh al l v er ify a nd b e re sp on sib le fo r a ll d im en sio ns
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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-706
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.
1.5:1
DEER CREEK
OVEREXCAVATION
EL 379.00
1.5:1
AM
EN
DM
EN
T #
RR
M C
.0 6.
Attachment 20 Amendment No. 0004
AutoCAD SHX Text C77436
AutoCAD SHX Text C66888
File details come from the government source that posted it. Updated .