Attachment_31_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 portions of the existing Friant-Kern Canal to original grade limits and constructing a 10% maximum slope access ramp at all existing county road crossings. The solicitation is identified as number 140R2020R0009 and is issued by the Department of the Interior Bureau of Reclamation. The construction drawings depict existing and proposed canal profiles, sections, and details. Notes specify that excavation shown establishes the limits of existing bank material the contractor may use as borrow and indicate orientations and other technical specifications.
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Text version
STA 5829+53.75
0 50 100 150 200 250 300 350 4000-50-100-150-200
STA 5840+00.00
0 50 100 150 200 250 300 350 4000-50-100-150-200
STA 5850+00.00
0 50 100 150 200 250 300 350 4000-50-100-150-200
STA 5850+00.00
0 50 100 150 200 250 300 350 4000-50-100-150-200
STA 5860+00.00
0 50 100 150 200 250 300 350 4000-50-100-150-200
STA 5870+70.38
0 50 100 150 200 250 300 350 4000-50-100-150-200
STA 5880+00.00
0 50 100 150 200 250 300 350 4000-50-100-150-200
STA 5890+00.00
0 50 100 150 200 250 300 350 4000-50-100-150-200
LOWLOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOWLOW
LOW
LOW
LOW
LOW
LOW
LOW
INV EL 385.32
INV EL 385.26
INV EL 385.26
INV EL 385.02
INV EL 385.08
INV EL 385.14
INV EL 385.20
EG EL 393.80
EG EL 393.80
EG EL 397.21
EG EL 390.59
EG EL 397.73
EG EL 397.89
EG EL 398.27
EG EL 385.39
EG EL 392.76
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
. D O
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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_SEG 3_MODEL
ORIGINAL SHEET - ANSI D
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Ac ce pt ed
: S co tt W ol fe rt
2021.02.05
184031016
.1 2.
Sheet: of 203
C-711
CANAL CROSS
SECTIONS
C. RIPPLER. RUCKERW. WEBER
℄ 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
M C
.06 .10
Attachment 31 Amendment No. 0005
AutoCAD SHX Text C77436
AutoCAD SHX Text C66888
File details come from the government source that posted it. Updated .