Attachment_22_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 attachment to a federal solicitation provides design details for the Friant-Kern Canal Middle Reach Capacity Correction Project Phase 1. The document includes hydraulic profiles and stationing information for the existing and proposed canal segments, noting design maximum and minimum flow rates of 4,500 CFS and 500 CFS for Segment 1, and 4,000 CFS and 500 CFS for Segment 2. Invert elevations are provided for the existing canal at structures like bridges and siphons. The project aims to increase conveyance capacity on the Friant-Kern Canal between stations 5308+80 and 5314+31.40 near Lindsay, California. The solicitation is issued by the Bureau of Reclamation under number 140R2020R0009 for the Friant-Kern Canal Middle Reach Capacity Correction Project Phase 1.
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Project No.:
Scale:
Revision:
Drawing No.
Title Dsgn. Chkd. YYYY.MM.DDDwn.
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File Name: FKC_G-06_TO_G-07
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SEGMENT 1
RAISED CANAL SECTION
DESIGN MAX Q = 4,500 CFS
DESIGN MIN Q = 500 CFS
SEGMENT 2
PARALLEL CANAL SECTION
DESIGN MAX Q = 4,000 CFS
DESIGN MIN Q = 500 CFS
G-6
HYDRAULIC PROFILE - 5TH
AVE TO DEER CREEK
H: 1" = 2,500' V: 1" = 10'
A. XIA R. RUCKERW. WEBER
EXISTING CANAL INVERT
MAX Q HGL
EXISTING CANAL TOL
TOP OF
LINING
S = -0.00006
S = -0.00006
EXISTING CANAL INVERT
SEE TABLE
MAX Q HGL
EXISTING CANAL
TOP OF LINING
SEE TABLE
TOP OF LINING
CANAL INVERT
MIN Q HGL
MIN Q HGL
AM
EN
DM
EN
T #
RR
M C
.0 6.
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 136
END PHASE 1 TIE IN
STA 5314+31.40
EL 412.68
INV EL 389.31
EXISTING CANAL PROFILE
STATION INVERT TOL
5308+80 388.79 406.29 5322+16 388.26 405.76 5360+70 386.68 404.18 5361+51 386.62 404.12 5428+88 384.40 404.74 5429+56 384.39 404.73 5482+37 383.40 404.73 5508+85 383.33 403.16 5534+69 382.74 402.41 5587+33 381.66 402.10 5588+00 381.68 402.12 5592+56 381.69 402.25 5657+59 379.23 401.53 5721+75 378.93 402.16 5782+38 379.01 402.02 5808+85 380.71 402.37 5840+53 381.87 402.20
Attachment 22 Amendment No. 0004
AutoCAD SHX Text C77436
AutoCAD SHX Text C66888
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