Attachment_23_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. The project involves lining portions of the Friant-Kern Canal and constructing parallel canal segments to increase capacity from 3,500 to 4,000 cubic feet per second between Deer Creek and Woollomes Avenue. Drawings show existing and proposed canal profiles, elevations for structures, turnouts and check structures. Specifications include maximum and minimum flow rates, canal slopes and tie-in points for the project work. The solicitation is being conducted by the Department of the Interior Bureau of Reclamation under solicitation number 140R2020R0009.
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CONSTRUCTION STATIONING OF FRIANT-KERN CANAL
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CONSTRUCTION STATIONING OF FRIANT-KERN CANAL
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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_G-06_TO_G-07
ORIGINAL SHEET - ANSI D
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Sheet: of 203
SEGMENT 4B
RAISE CANAL SECTION
MAX Q = 3,500 CFS
MIN Q = 500 CFS
EXISTING EARTH CANAL SECTION
MAX FLOW = 3,500 CFS
MIN Q = 500 CFS
SEGMENT 3
PARALLEL CANAL SECTION
DESIGN MAX Q = 4,000 CFS
MIN Q = 500 CFS
S = -0.00006
S = -0.00006
EXISTING CANAL INVERT
SEE TABLE ON DWG G-6
MAX Q HGL
EXISTING CANAL TOL
SEE TABLE ON DWG G-6
PROPOSED TOL
CANAL INVERT
SEGMENT 4A
PARALLEL CANAL SECTION
MAX Q = 3,500 FS
MIN Q = 500 CFS
S = -0.00006
EXISTING CANAL INVERT
MAX Q HGL
EXISTING CANAL TOL
PROPOSED TOL
CANAL INVERT
MIN Q HGL
MIN Q HGL
AM
EN
DM
EN
T #
RR
M C
.0 6.
G-7
HYDRAULIC PROFILE - DEER
CREEK TO WOOLLOMES
H: 1" = 2,500' V: 1" = 10'
A. XIA R. RUCKERW. WEBER
NOTES:
1. TURNOUT ELEVATIONS SHOWN IN SEGMENTS 1 AND
4B REPRESENT AN ASSUMED TURNOUT INVERT
ELEVATION.
2. EXISTING BRIDGE CROSSING SHOWN IS SET AT THE
2018 SURVEYED BRIDGE SOFFIT ELEVATION.
3. INVERT ELEVATIONS SHOWN ARE CANAL INVERTS AT
THE STRUCTURE TRANSITIONS, SIPHON ELEVATION
NOT SHOWN FOR CLARITY.
AVE 64
START PHASE 1 TIE-IN
STA 5848+71.99
EL 410.58
INV EL 385.21
Attachment 23 Amendment No. 0004
AutoCAD SHX Text C77436
AutoCAD SHX Text C66888
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