Drawing_C-215_Attachment_12_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 drawings and profiles for the FKC Middle Reach Capacity Correction Project Phase 1. The drawings depict existing and proposed roadway centerline profiles, bridge structures, canal crossings, shoulder transitions, pavement replacements and other details. The project is solicited under solicitation number 140R2020R0009 by the Department of the Interior Bureau of Reclamation. The drawings provide specifications for road reconstruction work within county right-of-way to conform to current design standards, with proposed geometry changes requiring approval from the government and Tulare County. Product or service requirements, pricing and other contractual terms are not included in the drawings.
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Text version
-3+00 -2+00 -1+00 0+00 1+00 2+00 3+00
-3+00 -2+00 -1+00 -0+00 1+00 2+00 3+00 4+004+20
-2+50 -2+00 -1+00 0+00 1+00 2+00 2+50
-5+00 -4+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
STA 5662+96.33STA 5600+92.93
STA 5727+20.19
STA 5600+92.93
STA 5600+92.93
S=-0.43%
STA 5959+24.47
L
C
L
C
L
C
L
C
L
C
L
C
EX
CANAL
EX
CANAL
EX
CANAL
EX
CANAL
ROAD 208
C-206
HORZ: 1" = 50'
VERT: 1" = 10'
AVE 88
C-207
HORZ: 1" = 50'
VERT: 1" = 10'
AVE 80
C-208
HORZ: 1" = 50'
VERT: 1" = 10'
ROAD 192
C-209
HORZ: 1" = 50'
VERT: 1" = 10'
AVE 56
C-211
HORZ: 1" = 50'
VERT: 1" = 10'
AVE 48
C-212
HORZ: 1" = 50'
VERT: 1" = 10'
EX
CANAL
S=-0.25%
OFFSET -1+57.79
END PAVEMENT
REPLACEMENT
OFFSET -1+50.80
END PAVEMENT
REPLACEMENT
OFFSET -1+43.37
END PAVEMENT
REPLACEMENT
OFFSET -1+30.32
END PAVEMENT
REPLACEMENT
MATCH EX
OFFSET -1+43.53
EL 406.3
MATCH EX
OFFSET -0+88.54
EL 407.8
E X
R
O A
D
B R
I D
G E
EX GRADE
TOS 395.91
INV 374.91
A
V
B R
I D
G E
TOS 396.91
INV 375.91
EX GRADE
B R
I D
G E
TOS 396.69
EX GRADE
INV 375.69
EX GRADE
TOS 391.94
INV 370.94
B R
I D
G E
EX GRADE
TOS 399.38
INV 378.38
B R
I D
G E
EX GRADE
TOS 400.20
INV 379.20
OFFSET 2+62.35
END SOUTHBOUND
SHOULDER TRANSITION
AND PAVEMENT
REPLACEMENT
OFFSET 0+90.72
START NORTHBOUND
SHOULDER TRANSITION
OFFSET 2+24.96
END EASTBOUND
SHOULDER
TRANSITION
AND PAVEMENT
REPLACEMENT
OFFSET 0+89.96
START EASTBOUND
SHOULDER TRANSITION
OFFSET 4+15.60
END EASTBOUND
SHOULDER TRANSITION
AND PAVEMENT
REPLACEMENT
OFFSET 1+40.01
START WESTBOUND
SHOULDER TRANSITION
OFFSET 2+10.62
END PAVEMENT
REPLACEMENT
OFFSET -0+93.53
START SHOULDER
TRANSITION
EL 406.2
MATCH EX
OFFSET 1+43.55
EL 405.2
OFFSET 0+93.58
START SHOULDER
TRANSITION
EL 405.4
OFFSET -0+38.54
START SHOULDER
TRANSITION
EL 407.9
MATCH EX
OFFSET 1+48.58
EL 407.0
OFFSET 0+93.56
START SHOULDER
TRANSITION
EL 407.6
OFFSET 1+36.76
START WESTBOUND
SHOULDER TRANSITION
OFFSET 1+86.76
END WESTBOUND
SHOULDER TRANSITION
OFFSET 1+32.35
START SOUTHBOUND
SHOULDER TRANSITION
OFFSET 1+40.72
END NORTHBOUND
SHOULDER TRANSITION
OFFSET 1+50.60
START EASTBOUND
SHOULDER TRANSITION
OFFSET 1+90.01
END WESTBOUND
SHOULDER TRANSITION
-3+00 -2+00 -1+00 0+00 1+00 2+00 2+64
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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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_C-214 TO 216
ORIGINAL SHEET - ANSI D
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Ac ce pt ed
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2021.02.05
184031016
.1 2.
Sheet: of 203
C-215
ROAD PROFILES - II
H: 1" = 50' V: 1" = 10'
L. VO R. RUCKERW. WEBER
C-130
C-130
C-130
C-130
C-130
A
A
A
A
A
A
C-130
SHEET KEYNOTES
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.
1 A
DD
EN
DU
M
CR
M C
.05 .26
Attachment 12 Amendment No. 0003
AutoCAD SHX Text C77436
AutoCAD SHX Text C66888
| Sheets and Views |
| C-215 |
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