Drawing_C-214_Attachment_11_Amendment_No__0003_0003.pdf
PDF 2 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 profiles for roadway improvements associated with the FKC Middle Reach Capacity Correction Project Phase 1. The drawings depict existing and proposed roadway centerline profiles, shoulder transitions, pavement replacements, bridge details and keynotes for six sections of roadway along the Friant-Kern Canal in Lindsay, California. Also provided is information for the related federal solicitation seeking bids for construction of the roadway aspects of the FKC Middle Reach Capacity Correction Project Phase 1, with a solicitation number of 140R2020R0009 issued by the Department of the Interior Bureau of Reclamation. The opportunity description notes it is for the construction of the project phase and roadway improvements shown in the engineering drawings.
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Text version
-3+00 -2+00 -1+00 -0+00 1+00 2+00
-3+00 -2+00 -1+00 -0+00 1+00 2+00
-3+00 -2+00 -1+00 0+00 1+00 2+002+00
-5+00-5+00 -4+00 -3+00 -2+00 -1+00 0+00 1+00 2+00 3+003+10
-3+54 -3+00 -2+00 -1+00 0+00 1+00 2+00 2+92
AVE 152
C-200
HORZ: 1" = 50'
VERT: 1" = 10'
STA 5197+90.99
EX
CANAL
L
C
S=-0.09%
S
-1.15%
STA 5255+93.13
STA 5308+57.43 STA 5361+78.39
STA 5483+49.33 STA 5590+13.67
HWY 190
C-201
HORZ: 1" = 50'
VERT: 1" = 10'
EX
CANAL
EX
CANAL
L
C
L
C
L
C
L
C
L
C
EX
CANAL
EX
CANAL
EX
CANAL
AVE 136
C-202
HORZ: 1" = 50'
VERT: 1" = 10'
AVE 128
C-203
HORZ: 1" = 50'
VERT: 1" = 10'
AVE 112
C-204
HORZ: 1" = 50'
VERT: 1" = 10'
TERRA BELLA AVE
C-205
HORZ: 1" = 50'
VERT: 1" = 10'
0.02%
0.47% -0.06%
OFFSET -0+92.21
START SHOULDER
TRANSITION
EL 413.5
INV 386.08
TOS 407.08
MATCH EX
OFFSET -0+92.53
EL 410.2
OFFSET -0+92.06
START SHOULDER
TRANSITION
OFFSET -2+59.04
END PAVEMENT
REPLACEMENT
EX GRADE
EX GRADE
E X
A
V
B R
I D
G E
TOS 404.95
INV 383.95
H
W Y
B R
I D
G E
EX GRADE
EX GRADE
TOS 402.10
INV 381.10
B R
I D
G E
EX GRADE
EX GRADE
TOS 398.23
INV 377.23
EX GRADE
B R
I D
G E
TOS 398.02
INV 377.02
B R
I D
G E
EX GRADE
T
R
R
B
L
L
E
B R
I D
G E
EX GRADE
TOS 396.53
INV 375.53
MATCH EX
OFFSET -1+40.50
EL 413.5
OFFSET 0+90.62
START SHOULDER
TRANSITION
EL 413.3
MATCH EX
OFFSET 1+40.60
EL 413.2
MATCH EX
OFFSET -0+90.54
EL 411.0
MATCH EX
OFFSET 0+90.54
EL 411.3
OFFSET -0+87.14
START SHOULDER
TRANSITION
EL 410.2
MATCH EX
OFFSET 1+41.96
EL 407.6
OFFSET 0+91.93
START SHOULDER
TRANSITION
EL 408.2
OFFSET -3+07.06
END WESTBOUND
SHOULDER TRANSITION
AND PAVEMENT
REPLACEMENT
OFFSET 0+92.05
START SHOULDER
TRANSITION
OFFSET 3+07.05
END EASTBOUND
SHOULDER TRANSITION
AND PAVEMENT
REPLACEMENT
OFFSET 2+92.13
END EASTBOUND
SHOULDER TRANSITION
AND PAVEMENT
REPLACEMENT
OFFSET 0+91.96
START WESTBOUND
SHOULDER TRANSITION
OFFSET -0+96.49
END PAVEMENT
REPLACEMENT
OFFSET 1+06.94
END PAVEMENT
REPLACEMENT
OFFSET -1+42.06
END EASTBOUND
SHOULDER TRANSITION
OFFSET 1+42.05
END WESTBOUND
SHOULDER TRANSITION
OFFSET 1+41.96
END WESTBOUND
SHOULDER TRANSITION
OFFSET 0+92.13
START EASTBOUND
SHOULDER TRANSITION
-5+70 -5+00 -4+00 -3+00 -2+00 -1+00 0+00 1+00 1+50
C-214
ROAD PROFILES - I
H: 1" = 50' V: 1" = 10'
L. VO R. RUCKERW. WEBER
SHEET KEYNOTES
A.
C-130
C-130
C-130
C-130
C-130
C-130
APPROXIMATE EXISTING ROADWAY CENTERLINE PROFILE FROM
PROJECT AERIAL TOPOGRAPHY (2018) ARE SHOWN.
CONTRACTOR SHALL CONDUCT A CENTERLINE SURVEY OF THE
ROAD PROFILE PRIOR TO SIPHON CONSTRUCTION PER
SPECIFICATION SECTION 02 22 00. ROADWAY PROFILE SHALL BE
RE-CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION
OF AASHTO'S “POLICY ON GEOMETRIC DESIGN OF HIGHWAYS
AND STREETS” MANUAL. PROPOSED PROFILE GEOMETRY SHALL
BE SUBMITTED TO THE GOVERNMENT AND TULARE COUNTY
FOR REVIEW AND APPROVAL PRIOR TO INITIATING ANY
ROADWAY WORK WITHIN COUNTY RIGHT-OF-WAY.
A
A
A
A
A
A
OCTOBER 2020 (100% SUBMITTAL) - NOT FOR CONSTRUCTION
Project No.:
Scale:
Revision:
Drawing No.
Title Dsgn. Chkd. YYYY.MM.DDDwn.
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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_C-214 TO 216
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Attachment 11 Amendment No. 0003
AutoCAD SHX Text C77436
AutoCAD SHX Text C66888
| Sheets and Views |
| C-214 |
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