Attachment_14_Amendment_No__0004_0004.pdf
PDF 6 MB Posted
- Attached to
- FKC Middle Reach Capacity Correction Project Phase Federal contract opportunity
- Solicitation number
- 140R2020R0009
About this file
This document includes an engineering plan and profile drawing for the Friant-Kern Canal Middle Reach Capacity Correction Project Phase 1. The drawing provides design details for canal modifications between stations 5344+00 and 5370+00, including existing features to be removed or relocated such as wells, reservoirs, fencing and irrigation pipelines. Modifications include adjusting the canal alignment and lining. The related federal contract opportunity is solicitation number 140R2020R0009 issued by the Department of the Interior Bureau of Reclamation for the Friant-Kern Canal Middle Reach Capacity Correction Project Phase 1. The solicitation seeks bids for construction of the canal modifications depicted in the engineering drawings.
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Text version
5345+00 5350+00
5370+00
S 00°38'52" W
5023.44'
S
E
S 00°38'52" W
285.56'
S 40°38'38" W
30.31'
302100015
PORTERVILLE
CITY OF
302100007
U S A WPRS
302130026
U S A WPRS
302130027
BOOTH
RANCHES LLC
A V
E N
U
B
∆=30°00'00"
R=450.00
L=235.62
R
L
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L
R
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3P
C
S
T A
P
C
PT STA 5369+86.50
5345+00 5350+00
5370+00
302100015
PORTERVILLE
CITY OF
302100007
U S A WPRS
302130026
U S A WPRS
302130027
BOOTH
RANCHES LLC
A V
E N
U
B
5344+00 5345+00 5350+00 5355+00 5360+00 5365+00 5370+00
TOL 412.50
INV 389.13
TOL 412.28
INV 388.91
S T
A
S T
A
S T
A
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I R
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TOL 412.40
INV 389.03
TOL 412.32
INV 388.95
S T
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D
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0 100 200
SCALE IN FEET
C-23
PLAN AND PROFILE
5344+00 TO 5370+00
H: 1" = 100' V: 1" = 20'
A. XIA R. RUCKERW. WEBER
TOP OF CANAL LINING
CANAL INVERT
EXISTING GRADE
C-400
AVE 128
LIMITS OF WORK
M A
T C
H L I N
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M A
T C
H L I N
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M A
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H L I N
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M A
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AVE 128 SIPHON
SI 98.37
CONSTRUCTION CENTERLINE
A
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COUNTY ROW
H
A
TEAPOT DOME
TO 99.35
C-203
COUNTY
ROW
G
℄ FRIANT-KERN CANAL
F
Project No.:
Scale:
Revision:
Drawing No.
Title Dsgn. Chkd. YYYY.MM.DDDwn.
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File Name: FKC_C-23
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Sheet: of 203
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AVENUE 128
SIPHON
B
PERMIT TO ENTER LIMITS
TOP OF EMBANKMENT
SHEET KEYNOTES:
A. EXISTING 12 KV OVERHEAD ELECTRICAL, POLES IN CONFLICT WITH CANAL
ALIGNMENT TO BE RELOCATED BY OTHERS PRIOR TO COSNTRUCTION.
B. EXISTING GROUNDWATER WELL, ABANDON IN PLACE PER DETAILS ON
CD-3.
C. EXISTING RESERVOIR, REMOVE AND DISPOSE OF LINING, FENCING, AND
ABADONED EQUIPMENT. BACKFILL RESERVOIR TO LIMITS OF WORK PER
SPECIFICATION 31 30 00, FILL TO ELEVATION AT A CONSTANT SLOPE
BETWEEN THE EXISTING GRADE AT THE NORTH END AND SOUTH END OF
THE RESERVOIR. PROVIDE BASIN FILL FROM STA 5335+50 TO STA 5348+00
AS SHOWN ON SECTION 5340+00 ON DWG C-703.
D. EXISTING RESERVOIR PUMP, REMOVE AND LEGALLY DISPOSE OF
REMAINING FACILITIES.
E. EXISTING 12-INCH PIPE INLET, TYP OF 2, REMOVE AND DISPOSE OF
EXSITING IRRIGATION PIPELINE BETWEEN EXISTING CANAL AND PUMPS.
F. EXISTING TEAPOT DOME 33' IRRIGATION LINE, COORDINATE PIPE
RELOCATION WITH COR.
G. EXISTING BARBED WIRE FENCE TO BE REMOVED.
H. REMOVE AND DISPOSE OF EXISTING 1,300' 12-INCH PIPE IN CONFLICT WITH
CANAL CONSTRUCTION. CAP ABANDONED 12-INCH PIPE PER DETAIL C-902.
I. AN EXISTING TULARE COUNTY GROUNDDWATER MONITORING WELL I
LOCATED IN THIS VICINITY, EXACT LOCATION IS UNKNOWN.CONTRACTOR
SHALL FIELD VERIFY LOCATION OF WELL AND ABANDON PER SECTION 33
20 16 AND DWG CD-3.
LIMITS OF WORK
PERMIT TO ENTER LIMITS
AM
EN
DM
EN
T #
RR
M C
.05 .25
AM
EN
DM
EN
T #
RR
M C
.06 .10
Attachment 14 Amendment No. 0004
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CULTIVATED
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CULTIVATED
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CULTIVATED
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AVENUE 128
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ASPH
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FRIANT-KERN CANAL
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FRIANT-KERN CANAL
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GATE
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GATE
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GATE
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GATE
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CULV
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GATE
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PIPES
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PIPE
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PIPE
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CULV
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GATE
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CULV
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CULV
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PIPE
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CULV
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CULV
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PIPES
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PIPES
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PIPES
AutoCAD SHX Text C77436
AutoCAD SHX Text C66888
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