1-2026.03.12 - Chestnut Storm Sewer Replacement - Pothole Locations.pdf
PDF 1 MB Posted
- Attached to
- Storm Utility Potholing - Chestnut Street
- Solicitation number
- 2026-57
- Issued by
- Union County, Kentucky
About this file
This is a Plan and Profile Sheet document for the Chestnut Street Storm Sewer Replacement project in Bowling Green, Warren County, Kentucky (Job No. 4629.002). The project involves the replacement of an existing storm sewer system along Chestnut Street and intersecting streets, including 2nd Street, Short Street, 3rd Street, and 4th Street. The scope of work includes vacuum excavation services to locate and map water distribution lines, stormwater conveyance pipes, sanitary sewer lines, and gas lines along the project corridor. The plans depict the existing utility infrastructure from station 10+00 to station 27+67, with detailed cross-sections and invert elevations for multiple manhole locations (A5 through A16). The project requires removal and replacement of existing storm structures, removal of existing storm pipe, and relocation of existing utility poles. The plans identify multiple rectangular concrete box culverts (RCBC) measuring 8' x 5' with varying linear footage throughout the project sections, along with 96-inch and 12-inch pipe installations at specified invert elevations.
The document serves as the technical basis for the related contract opportunity for Storm Utility Potholing on Chestnut Street, which requests bids for contractor services to furnish labor, tools, equipment, supplies, and materials for vacuum excavation. The contractor is responsible for removing material above water distribution and stormwater conveyance pipes for mapping purposes, providing backfill, traffic control, and pavement restoration. The plans indicate numerous utility conflicts including 30-inch and 16-inch water lines, 8-inch and 12-inch sanitary sewer lines, and gas lines that require careful coordination during excavation. The project status is marked as a "Progress Set" dated 03/12/26, indicating this is a draft document for ongoing planning and bidding purposes. Site-specific information including rim elevations, invert elevations, and utility line locations are documented throughout to support accurate potholing and utility mapping operations.
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Text version
486.223
CBI
486.263
CBI
O H
O H
OH
OH
OH
OH
OH OH OH OH OH OH
W W
W W
W W
G G
G G
G G W
W W W W W W W W W W W W
W
W
SA
N
SA
N
SA
N
SAN
SAN
SAN
SAN MH
RIM: 486.70
INV(AS-BUILT):
471.67
RIM: 486.22
INV(12"): 484.11
INV(4"): 484.34
RIM: 486.26
INV(12"): 482.31
RIM: 486.70
INV: 470.42
RIM: 486.42
INV IN: 471.70
INV OUT:470.75
SAN MH
RIM: 486.36
INV(CALC): 471.92
RIM: 487.119
INV IN: 476.39
INV OUT: 475.65
UNCOVERED MH
RIM: 486.54
INV: 473.78
RIM: 487.119
INV IN: 476.39
INV OUT: 475.65
UNCOVERED MH
10+00 10+20
10+40
10+60 10+80 11+00
11+20
11+40 11+60 11+80 12+00 12+20 12+40 12+60
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST ST ST ST ST ST ST ST ST
8' X 5' RCBC
B1
STA.10+98.59
INV 12" N 482.25
RIM = 486.36
B2
STA.11+11.66
INV 12" SE 482.22
RIM = 486.35
8' X 5' RCBC
" R
CP
" R
CP
A8
STA.11+41.88
RIM = 486.93
A7
STA.10+95.20
INV 12" S 482.03
INV 12" NW 482.10
RIM = 486.57
STA.11+39.17
INV 96" SW 474.92
INV 96" E 474.92
STA.10+93.94
INV 96" W 474.81
INV 96" NE 474.81
STA 10+20 TO STA 12+60
10+20 10+30
6.
6.
10+40
6.
6.
10+50
6.
6.
10+60
6.
6.
10+70
6.
6.
10+80
6.
6.
10+90
6.
6.
11+00
6.
6.
11+10
6.
6.
11+20
6.
6.
11+30
6.
6.
11+40
7.
6.
11+50
7.
7.
11+60
7.
7.
11+70
7.
7.
11+80
7.
7.
11+90
7.
7.
12+00
8.
8.
12+10
8.
8.
12+20
8.
8.
12+30
8.
8.
12+40
8.
8.
12+50
9.
8.
12+60
9.
9.
49 LF - 5'X8' RCBC
@ 0.26%
273 LF - 5'X8' RCBC
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A
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SEE NOTE THIS SHEET.
SITE LAYOUT KEYNOTES:
TIE TO EXISTING STRUCTURE.
PIPE CRADLE. SEE DETAIL SHEET X.XX.
REMOVE AND REPLACE EXISTING STORM
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REMOVE EXISTING STORM PIPE.
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EXISTING GAS LINE
SAN THROUGH
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LOCATION FROM
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THE TRENCH WIDTH SHOWN IS THE MINIMUM REQUIRED TO
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SUPPORT CONSTRUCTABILITY, DEEP BACKFILL
CONSOLIDATION, AND TO ALLOW FOR TRENCH STABILIZATION
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MINIMUM TRENCH WIDTH NOTE:
EXISTING GRADE
EXISTING STORM SEWER
Vogel, Steven Line
Vogel, Steven Callout If possible, confirm invert elevation here and at downstream manhole.
OH OH OH OH OH OH OH OH OH OH OH
G G G G G G G G G
G G
W W W W W W W W W W W W W W W W W
W W
RIM: 491.84
INV(12"): 482.52
INV(12"): 482.72
INV(4"): 489.21 RIM: 491.22
INV(12"): 482.35
12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
8' X 5' RCBC
A9
STA.14+12.02
INV 12" SE 485.27
RIM = 490.84
STA.14+11.93
STA 12+60 TO STA 15+00
12+60
9.
9.
12+70
9.
9.
12+80
9.
9.
12+90
9.
9.
13+00
9.
9.
13+10
9.
9.
13+20
0.
9.
13+30
0.
0.
13+40
0.
0.
13+50
0.
0.
13+60
0.
0.
13+70
0.
0.
13+80
0.
0.
13+90
0.
0.
14+00
0.
0.
14+10
0.
0.
14+20
0.
0.
14+30
1.
0.
14+40
1.
1.
14+50
1.
1.
14+60
1.
1.
14+70
1.
1.
14+80
1.
1.
14+90
1.
1.
15+00
2.
2.
273 LF - 5'X8' RCBC
@ 0.26%
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SBV
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CHESTNUT STREET
M A
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H
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2+
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SH
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T
C X.
XX
M A
TC
H
LIN
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. 15+00 - SEE SH
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X.XX
30" WATER
0 5 10 20 30
GRAPHIC SCALE
SITE LAYOUT KEYNOTES:
TIE TO EXISTING STORM PIPE.
EXISTING WATER SERVICE.
EXISTING GAS LINE.
MINIMUM TRENCH WIDTH.
SEE NOTE SHEET C1.1
EXISTING GRADE
EXISTING STORM SEWER
Vogel, Steven Line
494.375
CBI
494.954
CBI
495.156
CBI
494.654
CBI
OH OH OH OH OH
OH
OH
OH
OH
OH
OH
OH
O H
W
G G G G G G G G
G
G G
G G
G G
G G G G G G G G
W W W W W W W
W W
W W W
W W W W W W W W W W W W
W
W W
W W
W W
WW
W W
W W
RIM: 494.38
INV(8"): 492.08
RIM: 494.65
INV(12"): 492.75
RIM: 495.16
INV(12"): 491.38
INV(12"): 491.60
RIM: 494.34
INV TO TOP OF 30" PIPE: 490.11
RIM: 494.95
INV(12"): 493.23
RIM: 495.105
INV: 481.57
INV (SE): 488.71
INV (W): 491.89
UNCOVERED MH
15+20 15+40 15+60 15+80 16+00 16+20 16+40 16+60 16+80 17+00 17+20 17+40
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
8' X 5' RCBC 8' X 5' RCBC
A10
STA.16+67.63
INV 12" SE 482.00
INV 12" NW 490.34
RIM = 494.99 STA.16+70.70
STA 15+00 TO STA 17+40
15+00
2.
2.
15+10
2.
2.
15+20
2.
2.
15+30
2.
2.
15+40
2.
2.
15+50
3.
2.
15+60
3.
3.
15+70
3.
3.
15+80
3.
3.
15+90
4.
3.
16+00
4.
4.
16+10
4.
4.
16+20
4.
4.
16+30
4.
4.
16+40
4.
4.
16+50
4.
4.
16+60
5.
4.
16+70
5.
5.
16+80
5.
5.
16+90
5.
5.
17+00
5.
5.
17+10
5.
5.
17+20
5.
5.
17+30
5.
5.
17+40
5.
5.
258 LF - 5'X8' RCBC
@ 0.26%
118 LF - 5'X8' RCBC
@ 0.26%
30" WATER 30" WATER
A1
ST
A
+6
7.
R
IM
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(S
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M A
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EE
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C X.
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M A
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LIN
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X.XX
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16" WATER
0 5 10 20 30
GRAPHIC SCALE
WATERLINE
THROUGH EX.
STRUCTURE
WATERLINE DEPTH
UNKNOWN
SITE LAYOUT KEYNOTES:
TIE TO EXISTING STORM STRUCTURE.
EXISTING WATER SERVICE.
EXISTING GAS LINE
MINIMUM TRENCH WIDTH.
SEE NOTE SHEET C1.1
EXISTING GRADE
EXISTING STORM SEWER
AutoCAD SHX Text W
Vogel, Steven Line
Vogel, Steven Line
OH
O H
O H
G
G
G
G
G
G
G
G
G
G G
G
G
G
G
G G
G
G G G
G
G
G
SAN
SAN
SAN
SAN
SAN
SAN
SAN
W
W
W
W W
W W
W W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
RIM: 493.92
INV(12"): 490.45
INV(8"): 490.78
INV(12"): 480.69
RIM: 495.492
INV: 481.96
INV (15"): 486.05
UNCOVERED MH
RIM: 493.62
INV(8"): 489.58
INV(8"): 490.08RIM: 493.08
INV(12"): 490.77
17+40
17+60
17+80
18+00 18+20 18+40 18+60 18+80 19+00 19+20
19+40
19+60
ST
ST
ST
ST
ST ST ST ST ST ST ST ST ST ST
ST
ST
ST
8' X 5' RCBC
A11
STA.17+93.35
INV 12" SE 490.00
RIM = 495.35
A12
STA.19+21.62
INV 12" SE 491.02
RIM = 493.66
STA.17+88.91
INV 96" W 476.61
INV 96" NE 476.61
STA.19+25.40
INV 96" SW 476.97
INV 96" E 476.97
STA 17+40 TO STA 19+60
17+40
5.
5.
17+50
5.
5.
17+60
5.
5.
17+70
5.
5.
17+80
5.
5.
17+90
5.
5.
18+00
5.
5.
18+10
4.
4.
18+20
4.
4.
18+30
4.
4.
18+40
4.
4.
18+50
4.
4.
18+60
4.
4.
18+70
4.
4.
18+80
4.
4.
18+90
3.
3.
19+00
3.
3.
19+10
3.
3.
19+20
3.
3.
19+30
3.
3.
19+40
3.
3.
19+50
3.
3.
19+60
3.
3.
136 LF - 5'X8' RCBC
@ 0.26%
30" WATER
8" SANITARY
A1
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M A
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30" WATER
16" WATER
0 5 10 20 30
GRAPHIC SCALE
SAN THOUGH EX.
STORM STRUCTURE
SITE LAYOUT KEYNOTES:
TIE TO EXISTING STORM PIPE.
TIE TO EXISTING STORM STRUCTURE
REMOVE EXISTING SANITARY STRUCTURE.
REMOVE EXISTING SANITARY SEWER.
EXISTING GAS LINE.
WATER LINE THOUGH
EX. STORM PIPE
MINIMUM TRENCH WIDTH.
SEE NOTE SHEET C1.1
EXISTING GRADE
EXISTING STORM SEWER
OH OH OH OH OH OH OH OH
OH
G G G G G G G G G G G G G G G G G G
SAN SAN SAN SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
G G
G
G G
G G
W W W
W W W W W W W W W W W W W
W
W
W
W
W
W W W W W W W W W W W W W W
W
W W
RIM: 490.96
INV(8"): 485.68
INV(8"): 484.95
INV(8"): 484.95
INV(4"): 489.29
RIM: 490.23
INV(12"): 486.04
RIM: 490.92
INV(12"): 485.53
INV(12"): 485.43
INV(12"): 485.50
RIM: 490.64
INV(12"): 486.43
INV(12"): 486.61
RIM: 490.29
INV(12"): 486.70
RIM: 490.30
INV(12"): 486.19
INV(12"): 486.18
RIM: 490.30
INV(12"): 485.90
19+80 20+00 20+20 20+40 20+60 20+80 21+00 21+20 21+40 21+60 21+80 22+00
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
C2
STA.21+78.24
INV 12" NW 486.43
RIM = 490.59
8' X 5' RCBC
8' X 5' RCBC
A13
STA.20+54.92
INV 12" SE 483.00
RIM = 491.43
A14
STA.21+77.93
INV 12" NE 485.82
INV 12" NW 486.39
INV 12" SE 486.12
RIM = 490.64
STA.20+54.74
INV 96" SW 477.31
INV 96" NE 477.31
STA.21+77.79
INV 96" SW 477.63
INV 96" NE 477.63
STA 19+60 TO STA 22+00
19+60
3.
3.
19+70
3.
2.
19+80
2.
2.
19+90
2.
2.
20+00
2.
2.
20+10
2.
2.
20+20
2.
2.
20+30
1.
1.
20+40
1.
1.
20+50
1.
1.
20+60
1.
1.
20+70
1.
1.
20+80
1.
1.
20+90
1.
1.
21+00
1.
0.
21+10
0.
0.
21+20
0.
0.
21+30
0.
0.
21+40
0.
0.
21+50
0.
0.
21+60
0.
0.
21+70
0.
0.
21+80
0.
0.
21+90
0.
0.
22+00
0.
0.
123 LF - 5'X8' RCBC
@ 0.26%
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, K E
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U C
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4629.002
SBV
PR
O G
R
ES
S
SE
T
/1 2/
DRAFT
P
LA
N A
N D
P R
O
FI
LE
S
H E
E T
C1.5
CHESTNUT STREET
3R D
S
TR
EE
T
M A
TC
H
L
IN
E
ST
A . 1
9+
SE
E
SH
EE
T
C X.
XX
M A
TC
H
LIN
E STA
. 22+00 - SEE SH
EET C
X.XX
16" WATER
30" WATER
0 5 10 20 30
GRAPHIC SCALE
SITE LAYOUT KEYNOTES:
TIE TO EXISTING STORM PIPE.
TIE TO EXISTING STORM STRUCTURE
EXISTING SANITARY STRUCTURE.
EXISTING SANITARY SEWER.
EXISTING GAS LINE.
EXISTING WATER SERVICE.
RELOCATE EXISTING UTILITY POLE.
MINIMUM TRENCH WIDTH.
SEE NOTE SHEET C1.1
EXISTING GRADE
EXISTING STORM SEWER
Vogel, Steven Line
O H
O H
OH
OH
OH
OH
OH
OH OH OH OH
W
G G G G G G G G G G G G G G G G G
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
W W W W W W W W W W W W W W W W
W W W W W W W W W W W W W W W W
W
W
22+20 22+40 22+60 22+80 23+00 23+20 23+40 23+60 23+80 24+00 24+20ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
8' X 5' RCBC
STA 22+00 TO STA 24+20
22+00
0.
0.
22+10
0.
0.
22+20
0.
0.
22+30
0.
0.
22+40
0.
0.
22+50
0.
0.
22+60
0.
9.
22+70
9.
9.
22+80
9.
9.
22+90
9.
9.
23+00
9.
9.
23+10
9.
9.
23+20
9.
9.
23+30
9.
9.
23+40
9.
9.
23+50
9.
9.
23+60
9.
9.
23+70
9.
9.
23+80
9.
9.
23+90
9.
9.
24+00
9.
9.
24+10
9.
9.
24+20
9.
9.
280 LF - 5'X8' RCBC
@ 0.26%
SHEET
JOB NO.
PROJECT MGR.
N O
R
E V
IS
IO
N S
D A
T E
A S S O C I A T E S®
C H
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LI
N
G G
R E
E N
W A
R R
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C O
U N
T Y
, K E
N T
U C
K Y
4629.002
SBV
PR
O G
R
ES
S
SE
T
/1 2/
DRAFT
P
LA
N A
N D
P R
O
FI
LE
S
H E
E T
C1.6
CHESTNUT STREET
M A
TC
H
L
IN
E
ST
A . 2
2+
SE
E
SH
EE
T
C X.
XX M
A
TC
H
LIN
E STA
. 24+20 - SEE SH
EET C
X.XX
30" WATER
16" WATER
0 5 10 20 30
GRAPHIC SCALE
SITE LAYOUT KEYNOTES:
EXISTING SANITARY SEWER.
EXISTING GAS LINE.
EXISTING WATER SERVICE.
RELOCATE EXISTING UTILITY POLE.
MINIMUM TRENCH WIDTH.
SEE NOTE SHEET C1.1
EXISTING GRADE
EXISTING STORM SEWER
Vogel, Steven Line
OH OH OH OH OH OH OH OH OH OH
G G G G G G G G G G G G G G G
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
W W W W W W W W W W W W W W W W W W
W W W W W W W W W W W W W W W W W W
W
W
W W
W W
W W
489SAN MH
RIM: 489.53
INV(8"): 483.85 (FROM AS-BUILTS)
24+40 24+60 24+80 25+00 25+20 25+40 25+60 25+80 26+00 26+20 26+40 26+60
ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
8' X 5' RCBC
A15
STA.24+58.08
RIM = 489.30
STA.24+58.08
INV 96" SW 478.35
INV 96" NE 478.35
STA 24+20 TO STA 26+60
24+20
9.
9.
24+30
9.
9.
24+40
9.
9.
24+50
9.
9.
24+60
9.
9.
24+70
9.
9.
24+80
9.
9.
24+90
9.
9.
25+00
9.
9.
25+10
9.
9.
25+20
9.
9.
25+30
9.
8.
25+40
8.
8.
25+50
8.
8.
25+60
8.
8.
25+70
8.
8.
25+80
8.
8.
25+90
8.
8.
26+00
8.
8.
26+10
8.
8.
26+20
8.
8.
26+30
8.
8.
26+40
8.
8.
26+50
8.
8.
26+60
7.
7.
309 LF - 5'X8' RCBC
@ 0.26%
A1
ST
A
+5
8.
, 2 .0
8' R
R
IM
=4
.3
SU
M
P=
3.
SHEET
JOB NO.
PROJECT MGR.
N O
R
E V
IS
IO
N S
D A
T E
A S S O C I A T E S®
C H
E S
T N
U T
S T
R E
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S T
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M S
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P
LA
C E
M E
N T
C
IT
Y O
F B
O W
LI
N
G G
R E
E N
W A
R R
E N
C O
U N
T Y
, K E
N T
U C
K Y
4629.002
SBV
PR
O G
R
ES
S
SE
T
/1 2/
DRAFT
P
LA
N A
N D
P R
O
FI
LE
S
H E
E T
C1.7
CHESTNUT STREET
M A
TC
H
L
IN
E
ST
A . 2
4+
SE
E
SH
EE
T
C X.
XX
M A
TC
H
LIN
E STA
. 26+60 - SEE SH
EET C
X.XX
30" WATER
16" WATER
0 5 10 20 30
GRAPHIC SCALE
SITE LAYOUT KEYNOTES:
EXISTING SANITARY SEWER.
EXISTING GAS LINE.
EXISTING WATER SERVICE.
RELOCATE EXISTING UTILITY POLE.
4MINIMUM TRENCH WIDTH.
SEE NOTE SHEET C1.1
EXISTING GRADE
EXISTING STORM SEWER
Vogel, Steven Line
Vogel, Steven Line
487.003
CBI
487.026
CBI
486.862
CBI
486.833
CBI
486.412
CBI
486.426
CBI
486.562
CBI
486.512
CBI
OH
O H
OH OH OH
OH
OH
OH
SAN SAN SAN SAN SAN SAN
SAN
SAN
SAN
SAN
W W W W W W W W W
W W W W W W W W
W W
W W
W
RIM: 486.86
INV(12"): 483.09RIM: 487.03
INV(12"): 484.99
RIM: 487.28
INV(8"): 481.91
INV(8"): 481.86
INV(8"): 481.88
INV(8"): 481.81
RIM: 486.59
INV(8"): 476.81
RIM: 486.97
INV(4'): 480.56
RIM: 486.85
INV(24"): 480.06
INV(12"): 479.80
INV(12"): 479.80
RIM: 486.41
INV(12"): 483.07
INV(12"): 483.14
RIM: 486.56
INV(12"): 484.84
INV(8"): 484.62*
26+80 27+00 27+20 27+40 27+60 27+67
ST ST ST ST ST ST ST
FM
A16
STA.27+67.01
INV 96" NE 479.16
RIM = 486.82
STA 26+60 TO END
26+60
7.
7.
26+70
7.
7.
26+80
7.
7.
26+90
7.
7.
27+00
7.
7.
27+10
7.
7.
27+20
7.
7.
27+30
7.
7.
27+40
7.
7.
27+50
7.
6.
27+60
7.
6.
27+70 27+80 27+90 28+00
A1
ST
A
+6
7.
, 0 .0
0' R
IM
=4
.8
SU
M P=
8.
IN
V O
U T=
9.
(N
E)
8" SANITARY
SHEET
JOB NO.
PROJECT MGR.
N O
R
E V
IS
IO
N S
D A
T E
A S S O C I A T E S®
C H
E S
T N
U T
S T
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S T
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IT
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LI
N
G G
R E
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W A
R R
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C O
U N
T Y
, K E
N T
U C
K Y
4629.002
SBV
PR
O G
R
ES
S
SE
T
/1 2/
DRAFT
P
LA
N A
N D
P R
O
FI
LE
S
H E
E T
C1.8
CHESTNUT STREET
M A
TC
H
L
IN
E
ST
A . 2
6+
SE
E
SH
EE
T
C X.
XX
4TH
STR
EET
16" WATER
30" WATER
8" WATER
0 5 10 20 30
GRAPHIC SCALE
SAN THROUGH
EX. STORM
STRUCTURE
SITE LAYOUT KEYNOTES:
TIE EXISTING STORM LINE TO PROPOSED STORM
SYSTEM.
EXISTING SANITARY SEWER.
EXISTING GAS LINE.
RELOCATE EXISTING UTILITY POLE.
EXISTING PUMP STATION AND FORCE MAIN TO BE
REMOVED.
4 WATER LINES
THROUGH EX.
STORM PIPE
MINIMUM TRENCH WIDTH.
SEE NOTE SHEET C1.1
EXISTING GRADE
EXISTING STORM SEWER
Vogel, Steven Line
Vogel, Steven Line
Vogel, Steven Line
10+00
0 10 20 300-10-20-30
11+00
0 10 20 300-10-20-30
11+50
0 10 20 300-10-20-30
12+00
0 10 20 300-10-20-30
12+50
0 10 20 300-10-20-30
13+00
0 10 20 300-10-20-30
13+50
0 10 20 300-10-20-30
14+00
0 10 20 300-10-20-30
10+50
0 10 20 300-10-20-30
30" WATER
30" WATER
30" WATER
30" WATER
30" WATER
30" WATER
C R
O S
S S
E C
T
IO
N S
C2.1
SHEET
JOB NO.
PROJECT MGR.
N O
R
E V
IS
IO
N S
D A
T E
A S S O C I A T E S®
C H
E S
T N
U T
S T
R E
E T
S T
O R
M S
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R E
P
LA
C E
M E
N T
C
IT
Y O
F B
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LI
N
G G
R E
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W A
R R
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C O
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T Y
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N T
U C
K Y
4629.002
SBV
PR
O G
R
ES
S
SE
T
/1 2/
DRAFT
14+50
0 10 20 300-10-20-30
15+00
0 10 20 300-10-20-30
15+50
0 10 20 300-10-20-30
16+00
0 10 20 300-10-20-30
18+00
0 10 20 300-10-20-30
16+50
0 10 20 300-10-20-30
17+00
0 10 20 300-10-20-30
17+50
0 10 20 300-10-20-30
18+50
0 10 20 300-10-20-30
30" WATER
16" WATER
30" WATER 16" WATER 30" WATER
16" WATER
30" WATER
30" WATER
16" WATER
30" WATER
30" WATER 16" WATER
30" WATER
C R
O S
S S
E C
T
IO
N S
C2.2
SHEET
JOB NO.
PROJECT MGR.
N O
R
E V
IS
IO
N S
D A
T E
A S S O C I A T E S®
C H
E S
T N
U T
S T
R E
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S T
O R
M S
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E R
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P
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C E
M E
N T
C
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LI
N
G G
R E
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W A
R R
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C O
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T Y
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N T
U C
K Y
4629.002
SBV
PR
O G
R
ES
S
SE
T
/1 2/
19+00
0 10 20 300-10-20-30
20+00
0 10 20 300-10-20-30
20+50
0 10 20 300-10-20-30
21+00
0 10 20 300-10-20-30
21+50
0 10 20 300-10-20-30
22+50
0 10 20 300-10-20-30
23+00
0 10 20 300-10-20-30
19+50
0 10 20 300-10-20-30
22+00
0 10 20 300-10-20-30
16" WATER
16" WATER
30" WATER
16" WATER
30" WATER
16" WATER
30" WATER
16" WATER
30" WATER
16" WATER
30" WATER
16" WATER
30" WATER
16" WATER
30" WATER
8" SANITARY
8" SANITARY
8" SANITARY
8" SANITARY
8" SANITARY
8" SANITARY
8" SANITARY
8" SANITARY
C R
O S
S S
E C
T
IO
N S
C2.3
SHEET
JOB NO.
PROJECT MGR.
N O
R
E V
IS
IO
N S
D A
T E
A S S O C I A T E S®
C H
E S
T N
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S T
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S T
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M S
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P
LA
C E
M E
N T
C
IT
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F B
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LI
N
G G
R E
E N
W A
R R
E N
C O
U N
T Y
, K E
N T
U C
K Y
4629.002
SBV
PR
O G
R
ES
S
SE
T
/1 2/
23+50
0 10 20 300-10-20-30
24+00
0 10 20 300-10-20-30
24+50
0 10 20 300-10-20-30
25+00
0 10 20 300-10-20-30
25+50
0 10 20 300-10-20-30
26+00
0 10 20 300-10-20-30
26+50
0 10 20 300-10-20-30
27+00
0 10 20 300-10-20-30
27+50
0 10 20 300-10-20-30
16" WATER
16" WATER
16" WATER
30" WATER
16" WATER
30" WATER
30" WATER
16" WATER
16" WATER
30" WATER
30" WATER
16" WATER
30" WATER
16" WATER
30" WATER
30" WATER
8" SANITARY
8" SANITARY
8" SANITARY
8" SANITARY
8" SANITARY
8" SANITARY
30" WATER
8" SANITARY
8" SANITARY
C R
O S
S S
E C
T
IO
N S
C2.4
SHEET
JOB NO.
PROJECT MGR.
N O
R
E V
IS
IO
N S
D A
T E
A S S O C I A T E S®
C H
E S
T N
U T
S T
R E
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S T
O R
M S
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E R
R E
P
LA
C E
M E
N T
C
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LI
N
G G
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W A
R R
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C O
U N
T Y
, K E
N T
U C
K Y
4629.002
SBV
PR
O G
R
ES
S
SE
T
/1 2/
| Sheets and Views |
| C1.1 PLAN AND PROFILE SHEET |
| C1.2 PLAN AND PROFILE SHEET |
| C1.3 PLAN AND PROFILE SHEET |
| C1.4 PLAN AND PROFILE SHEET |
| C1.5 PLAN AND PROFILE SHEET |
| C1.6 PLAN AND PROFILE SHEET |
| C1.7 PLAN AND PROFILE SHEET |
| C1.8 PLAN AND PROFILE SHEET |
| C2.1 CROSS SECTIONS |
| C2.2 CROSS SECTIONS |
| C2.3 CROSS SECTIONS |
| C2.4 CROSS SECTIONS |
File details come from the government source that posted it. Updated .