W912QR20R0004_Plans_Vol_I_(3of3)-0000.pdf
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- Solicitation number
- W912QR20R0004
About this file
This document provides details on a federal solicitation for the Joint Operations Mission and Planning Center at Scott Air Force Base. The solicitation number is W912QR20R0004 and is being issued by the Department of the Army Corps of Engineers Engineering District Louisville. Interested parties should review the attached solicitation document and previously posted pre-solicitation notice for requirements regarding the construction of the JOMPC facility. The solicitation includes plans for the project in three volumes and provides information on response dates and award timing. The opportunity is for definite delivery/definite quantity construction services at Scott Air Force Base to support mission requirements.
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EUS Army Corps of Engineers ®
9400 WARD PARKWAY
KANSAS CITY, MO 64114
P2 NUMBER: 476084
ISSUED DATE: MARCH, 2021
JOINT OPERATIONS & MISSION PLANNING CENTER (JOMPC)
LOUISVILLE DISTRICT
SCOTT AIR FORCE BASE, ILLINOIS
PROJECT NUMBER: VDYD1055428
VOLUME I (3 OF 3)
CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATION
08 March 2021
W912QR20R0004
ARIMS: 200A Disposition: Maintain for 15 yrs after construction
W
2Q R
R
_P la ns _V ol _I
3o f3 )-0
46+50 47+00 48+00 49+00 49+80
41+80 42+00 43+00 44+00 45+00 46+00 46+50
41+80
42+00
43+00
44+00
45+00
46+00
46+50
46+50
47+00
48+00
49+00
49+80
I N
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T
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V
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N
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R I M
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M H
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A
19" x 30" RCEP
GRADE = 0.20%
19" x 30" RCEP
GRADE = 0.20%
19" x 30" RCEP
GRADE = 0.20%
34" x 53" RCEP
GRADE = 0.20%
34" x 53" RCEP
GRADE = 0.20%
34" x 53" RCEP
GRADE = 0.20%
34" x 53" RCEP
GRADE = 0.20%
34" x 53" RCEP
GRADE = 0.20%
EXISTING ELECTRICAL LINE -
DEPTH AND SIZE NOT KNOWN
EXISTING WATER LINE -
DEPTH AND SIZE NOT KNOWN
ABANDONED SANITARY
SEWER LINE, INV. 438.5±
WATER LINE BY
AMERICAN WATER
TOP EL. 440.00
NEW GAS LINE
NEW ELECTRICAL LINE
NEW SANITARY LINE
NEW COMM LINE
WATER LINE BY
AMERICAN WATER
TOP EL. 439.51
NEW SANITARY SEWER
(NOT SHOWN, INV. 436.7)
WATER LINE BY
AMERICAN WATER
TOP EL. 439.21
EXISTING
COMM LINES
X
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A1
STORM SEWER SD5 PROFILE
SCALE: AS SHOWN
S
W
A G
N E
R
20' 40'0
HORIZONTAL:
VERTICAL:
2' 4'0
D1
STORM SEWER SD5 PROFILE
SCALE: AS SHOWN
20' 40'0
HORIZONTAL:
VERTICAL:
2' 4'0
FINISH
GRADE
EXISTING
GRADE
EXISTING
GRADE
FINISH
GRADE
M A
T C
H L I N
E
S
A
W I N
G
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N
T I N
U A
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N
M A
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H L I N
E
S
A
W I N
G
F
N
T I N
U A
T I O
N
11 December 2020
CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATIONARIMS: 200A Disposition: Maintain for 15 yrs after construction
W
2Q R
R
_P la ns _V ol _I
3o f3 )-0
49+90 50+00 51+00 52+00 53+00 54+00 55+00 55+70
49+90
50+00
51+00
52+00
53+00
54+00
55+00
55+70
57+30 58+00 59+00
55+80 56+00 57+00 57+50
19" x 30" RCEP
GRADE = 0.20%
19" x 30" RCEP
GRADE = 0.20%
19" x 30" RCEP
GRADE = 0.20%
30" RCP
GRADE = 0.20%
30" RCP
GRADE = 0.21%
30" RCP
GRADE = 0.20%
MH-02
INV IN = 441.16 (18" SS W)
INV IN = 441.16 (30" SS N)
INV OUT = 441.16 (33" SS E)
RIM = 445.48
STA. = 55+58.89
M H
I N
V
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A
55+80
56+00
57+00
57+50
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19" x 30" RCEP
GRADE = 0.20%
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57+30
58+00
59+00
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ABANDONED SANITARY
SEWER LINE
(NOT SHOWN)
INV. 438.6±
EXISTING WATER LINE -
DEPTH AND SIZE NOT KNOWN
ABANDONED
SANITARY
SEWER LINE
(NOT SHOWN)
INV. 438.7±
EXISTING WATER LINE -
DEPTH AND SIZE NOT KNOWN
19" x 30" RCEP
GRADE = 0.25%
19" x 30" RCEP
GRADE = 0.21%
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Z:\CLIENTS\ANF\USCOE\LRL\115822_SCOTTJOMPC\DESIGN\CIVIL\SHEETS\115822CG201.DWG 10/5/2020 10:46 AM BHEADY
A1
STORM SEWER SD6 PROFILE
SCALE: AS SHOWN
S
W
A G
N E
R
20' 40'0
HORIZONTAL:
VERTICAL:
2' 4'0
FINISH
GRADE
EXISTING GRADE
E1
STORM SEWER SD7 PROFILE
SCALE: AS SHOWN
20' 40'0
HORIZONTAL:
VERTICAL:
2' 4'0
E4
STORM SEWER SD8 PROFILE
SCALE: AS SHOWN
20' 40'0
HORIZONTAL:
VERTICAL:
2' 4'0
FINISH
GRADE
FINISH
GRADE
EXISTING GRADE
EXISTING GRADE
11 December 2020
CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATIONARIMS: 200A Disposition: Maintain for 15 yrs after construction
W
2Q R
R
_P la ns _V ol _I
3o f3 )-0
60+40 61+00 61+75
58+90 59+00 60+00 60+40
58+90
59+00
60+00
60+40
I N
L E
T
I N
V
O
S
S
S
R
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A
I N
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I N
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S
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A
M H
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O
S
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E
R
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A
" R
C P
G R
A D
E
.7
18" RCP
GRADE = 0.20%
9+85 10+00 11+00 11+65
60+40
61+00
61+75
I N
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A
I N
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M H
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S
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I N
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S
S
E
R
S T
A
R
C P
G R
A D
E
.9
R
C P
G R
A D
E
.0
9+85
10+00
11+00
11+65
I N
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T A
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S
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A
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A
18" RCP
GRADE = 0.25%
24" RCP
GRADE = 0.25%
MH-01
INV IN = 444.72 (18" SS SW)
INV IN = 443.97 (24" SS NW)
INV OUT = 443.87 (24" SS E)
RIM = 448.06
STA. = 11+54.57
NEW COMM LINE
NEW SANITARY LINE
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A1
STORM SEWER SD9 PROFILE
SCALE: AS SHOWN
S
W
A G
N E
R
20' 40'0
HORIZONTAL:
VERTICAL:
2' 4'0
D1
STORM SEWER SD1A PROFILE (BID OPTION 3)
SCALE: AS SHOWN
20' 40'0
HORIZONTAL:
VERTICAL:
2' 4'0
A4
STORM SEWER SD10 PROFILE
SCALE: AS SHOWN
20' 40'0
HORIZONTAL:
VERTICAL:
2' 4'0
11 December 2020
CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATIONARIMS: 200A Disposition: Maintain for 15 yrs after construction
W
2Q R
R
_P la ns _V ol _I
3o f3 )-0
0+90 1+00 2+00
0+90
1+00
2+00
1+90 2+00 3+00 4+00 4+50
1+90
2+00
3+00
4+00
4+50
FFE 449.00
S D
.9
D B
I N
V
S
S
E
I N
V
S
S
N
I N
V
S
S
S
I N
V
O
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S
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A
BLDG
INV EL. 446.00
15" SD @ 0.24%
OUTLET
EL. 444.45
FFE. 449.00
DB-2
INV IN = 445.60 (6" SS S)
INV OUT = 445.33 (12" SS W)
RIM = 448.19
STA. = 2+07.52
D B
I N
V
S
S
E
I N
V
O
S
S
S
W
R
S T
A
D B
I N
V
S
S
E
I N
V
S
S
N
I N
V
S
S
S
I N
V
O
S
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A
D B
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A
FFE. 449.00
12" SD
0.50%
15" SD
0.50%
S
D
.9
S D
.9
BLDG
INV. 445.65
4+90 5+00 5+70
4+90
5+00
5+70
5+90 6+00 6+70
FFE. 449.00
DB-7
INV IN = 445.65 (6" SS S)
INV IN = 446.25 (6" SS E)
INV OUT = 445.55 (12" SS W)
RIM = 448.31
STA. = 5+56.67
S
D
.9
6" SD @ 0.96%
BLDG
INV. EL. 446.30
OUTLET EL. 445.00
5+90
6+00
6+70
FFE. 449.00
BLDG
INV. EL. 446.30
DB-8
INV IN = 446.25 (6" SS E)
INV OUT = 445.90 (6" SS N)
RIM = 448.18
STA. = 6+51.40
D B
I N
V
S
S
S
I N
V
S
S
E
I N
V
O
S
S
W
R
S T
A
6" SD @ 0.97%
6" S D
.4 9%
6" SD @ 1.33%
BLDG
INV. 446.00
6+957+00 8+00 9+00 9+40
6+95
7+00
8+00
9+00
9+40
D B
I N
V
S
S
S
I N
V
S
S
W
I N
V
O
S
S
N
E
R
S T
A
15" SD @ 0.25%
12" S D @
0.27%
FFE 449.00
BLDG
INV. 445.35
OUTLET
EL. 444.30
DB-17
INV IN = 445.30 (10" SS S)
INV OUT = 445.10 (12" SS N)
RIM = 447.61
15" SD
0.50%
D B
I N
V
S
S
N
E
I N
V
O
S
S
S
R
D E
S I G
N E
D
B
Y
M A
R K
D E
S C
R I P
T I O
N D
A T
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
F I
M
E
S I Z
E
P L O
T
S
C A
L E
P
L O
T
D
A T
E
I S
S U
E
D
A T
E
P R
O J E
C O
N T
R A
A
W I N
G
C
O D
E
X
S O
L I C
I T
A T
I O
N
N
O
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
L O
U I S
V I L
S
T R
I C
T
L O
U I S
V I L L E
K
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T U
C K
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OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
P R
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I L L I N
O I S
J O
I N
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S
S I O
N
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L A
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I F
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S U
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1 753 92 864 10
A
B
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D
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F
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C
E R
T I F
I E
D
F
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A L
I S
S U
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D E
C
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CG207
M S
C H
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J D
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F I
Z:\CLIENTS\ANF\USCOE\LRL\115822_SCOTTJOMPC\DESIGN\CIVIL\SHEETS\115822CG201.DWG 10/5/2020 10:46 AM BHEADY
A1
ROOF DRAIN PROFILE (RD1)
SCALE: AS SHOWN
S
W
A G
N E
R
20' 40'0
HORIZONTAL:
VERTICAL:
2' 4'0
FINISH
GRADE
EXISTING GRADE
A4
ROOF DRAIN PROFILE (RD2)
SCALE: AS SHOWN
20' 40'0
HORIZONTAL:
VERTICAL:
2' 4'0
D1
ROOF DRAIN PROFILE (RD3)
SCALE: AS SHOWN
20' 40'0
HORIZONTAL:
VERTICAL:
2' 4'0
D4
ROOF DRAIN PROFILE (RD4)
SCALE: AS SHOWN
20' 40'0
HORIZONTAL:
VERTICAL:
2' 4'0
FINISH
GRADE
EXISTING
GRADE
FINISH
GRADE
EXISTING
GRADE
FINISH
GRADE
EXISTING GRADE
D6
ROOF DRAIN PROFILE (RD5)
SCALE: AS SHOWN
20' 40'0
HORIZONTAL:
VERTICAL:
2' 4'0
EXISTING GRADE
FINISH
GRADE
STA. 9+08.92
11 December 2020
CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATIONARIMS: 200A Disposition: Maintain for 15 yrs after construction
W
2Q R
R
_P la ns _V ol _I
3o f3 )-0
9+9510+00 11+00 11+35
9+95
10+00
11+00
11+35
D B
I N
V
S
S
S
I N
V
S
S
W
I N
V
O
S
S
N
E
R
S T
A
D B
I N
V
S
S
S
I N
V
S
S
S
W
I N
V
O
S
S
E
R
S T
A
FFE 449.00
BLDG
INV. 445.75
S
D
.0
15" S D @
0.33%
11+9512+00 13+00 14+00
11+95
12+00
13+00
14+00
13+9514+00 14+75
D B
I N
V
S
S
S
I N
V
S
S
W
I N
V
O
S
S
N
E
R
S T
A
D B
I N
V
S
S
W
I N
V
O
S
S
N
R
S T
A
12" SD @ 0.20%
12" SD @ 0.20%
S
D
.1
OUTLET EL. 444.40
FFE. 449.00
BLDG
INV. 445.50
13+95
14+00
14+75
D B
I N
V
S
S
S
I N
V
S
S
W
I N
V
O
S
S
N
E
R
FFE. 449.00
BLDG
INV. 445.65
S D
.9
14+90 15+00 16+00 16+90
14+90
15+00
16+00
16+90
16+90 17+00 18+00 18+25
10" SD @ 1.00%
12" SD @ 0.20%
12" SD @ 0.20%
12" SD @ 0.23%
BLDG INV. 445.30
FFE. 449.00
D B
I N
V
S
S
N
I N
V
O
S
S
E
R
S T
A
D B
I N
V
S
S
W
I N
V
S
S
N
I N
V
O
S
S
E
R
S T
A
D B
I N
V
S
S
W
I N
V
S
S
N
I N
V
O
S
S
E
R
S T
A
OUTLET
EL. 444.70
16+90
17+00
18+00 18+25
D B
I N
V
S
S
W
I N
V
O
S
S
S
R
S T
A
D B
I N
V
S
S
W
I N
V
S
S
N
I N
V
O
S
S
E
R
S T
A
" S
D
.8
12" SD @ 0.20%
FFE. 449.00
BLDG INV. 445.50
NEW SANITARY
SEWER (NOT SHOWN)
WATER LINE BY
AMERICAN WATER
TOP EL. 443.74
WATER LINE BY
AMERICAN WATER
TOP EL. 443.78NEW SANITARY SEWER
WATER LINE BY
AMERICAN WATER
TOP EL. 444.05
D E
S I G
N E
D
B
Y
M A
R K
D E
S C
R I P
T I O
N D
A T
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
F I
M
E
S I Z
E
P L O
T
S
C A
L E
P
L O
T
D
A T
E
I S
S U
E
D
A T
E
P R
O J E
C O
N T
R A
A
W I N
G
C
O D
E
X
S O
L I C
I T
A T
I O
N
N
O
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
L O
U I S
V I L
S
T R
I C
T
L O
U I S
V I L L E
K
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T U
C K
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OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
P R
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1 753 92 864 10
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M S
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F I
Z:\CLIENTS\ANF\USCOE\LRL\115822_SCOTTJOMPC\DESIGN\CIVIL\SHEETS\115822CG201.DWG 10/5/2020 10:46 AM BHEADY
A1
ROOF DRAIN PROFILE (RD6)
SCALE: AS SHOWN
S
W
A G
N E
R
20' 40'0
HORIZONTAL:
VERTICAL:
2' 4'0
FINISH
GRADE
EXISTING
GRADE
D1
ROOF DRAIN PROFILE (RD9)
SCALE: AS SHOWN
20' 40'0
HORIZONTAL:
VERTICAL:
2' 4'0
A4
ROOF DRAIN PROFILE (RD7)
SCALE: AS SHOWN
20' 40'0
HORIZONTAL:
VERTICAL:
2' 4'0
A8
ROOF DRAIN PROFILE (RD8)
SCALE: AS SHOWN
20' 40'0
HORIZONTAL:
VERTICAL:
2' 4'0
D1
ROOF DRAIN PROFILE (RD10)
SCALE: AS SHOWN
20' 40'0
HORIZONTAL:
VERTICAL:
2' 4'0
FINISH
GRADE
EXISTING
GRADE
FINISH
GRADE
EXISTING
GRADE
FINISH
GRADE
EXISTING
GRADE
EXISTING
GRADE
FINISH
GRADE
S T
A
11 December 2020
CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATIONARIMS: 200A Disposition: Maintain for 15 yrs after construction
W
2Q R
R
_P la ns _V ol _I
3o f3 )-0
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
F H
F H
F H
F H
F H
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
U
P
CP#3
CP#2
CP#4
LP
LP
S
D
I N
V
S
D
I N
V
S
D
I N
V
S
D
I N
V
6" SD
INV 445.65
6" SD
INV 445.65
6" SD
INV 445.75
?" SD, INV 445.30
?" SD, INV 445.35
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
D E
S I G
N E
D
B
Y
M A
R K
D E
S C
R I P
T I O
N D
A T
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
F I
M
E
S I Z
E
P L O
T
S
C A
L E
P
L O
T
D
A T
E
I S
S U
E
D
A T
E
P R
O J E
C O
N T
R A
A
W I N
G
C
O D
E
X
S O
L I C
I T
A T
I O
N
N
O
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
L O
U I S
V I L
S
T R
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T
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U I S
V I L L E
K
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C K
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OF ENGINEERS
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SHEET ID
P R
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1 753 92 864 10
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C
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F
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T I F
I E
D
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A L
I S
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D E
C
V D
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CG300
M S
C H
R A
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Z:\CLIENTS\ANF\USCOE\LRL\115822_SCOTTJOMPC\DESIGN\CIVIL\SHEETS\115822G300.DWG 9/25/2020 2:43 PM BHEADY
A1
DRIVE LANE ALIGNMENT PLAN
SCALE: AS SHOWN
N
S
W
A G
N E
R
60' 120'0
DL-1 - SEE
DRAWING CG301
D L
S
A
W I N
G
C
G
D L
A
W I N
G
C
G
D L
S
A
W I N
G
C
G
G
D L
A
W I N
G C
G
DL-4 - SEE
DRAWING CG303
DL-5 - SEE
DRAWING CG303
DL-6 - SEE
DRAWING CG303
DL-7 - SEE
DRAWING CG304
DL-8 - SEE
DRAWING CG304
DL-9 - SEE
DRAWING CG304
DL-1A - SEE
DRAWING CG305
DL-2A - SEE
DRAWING CG306
D L
A
W I N
G
C
G
D L
A
W I N
G
C
G
11 December 2020
CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATIONARIMS: 200A Disposition: Maintain for 15 yrs after construction
W
2Q R
R
_P la ns _V ol _I
3o f3 )-0
0+00 1+00 2+00 3+00
DL-1
STA: 0+00.00
N: 684332.50
E: 2382304.51
STATION
0+00 1+00 2+00 3+00 3+50
0+00
1+00
2+00
3+00
3+50
STA. 0+39.70
EL. 447.74
STA. 0+00.00
EL. 447.32
4+00 5+00 6+00 7+00
DL-1
STA: 6+86.10
N: 683646.39
E: 2382304.51
STATION
3+50 4+00 5+00 6+00 7+00
3+50
4+00
5+00
6+00
7+00
STA. 4+32.76
EL. 445.87
STA. 4+92.43
EL. 446.16
STA. 6+20.40
EL. 445.37
S T
A
E L
D E
S I G
N E
D
B
Y
M A
R K
D E
S C
R I P
T I O
N D
A T
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
F I
M
E
S I Z
E
P L O
T
S
C A
L E
P
L O
T
D
A T
E
I S
S U
E
D
A T
E
P R
O J E
C O
N T
R A
A
W I N
G
C
O D
E
X
S O
L I C
I T
A T
I O
N
N
O
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
L O
U I S
V I L
S
T R
I C
T
L O
U I S
V I L L E
K
E N
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C K
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W
A R
D
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OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
P R
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S
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I L L I N
O I S
J O
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S
S I O
N
P
L A
N N
I N
G
C
E N
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J O
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W N
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I F
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I N
S
S U
D
1 753 92 864 10
A
B
C
D
E
F
G
C
E R
T I F
I E
D
F
I N
A L
I S
S U
D
D E
C
V D
Y D
CG301
M S
C H
R A
E D
E R
J D
A H
L O
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G D
W G
D R
I V
E
L A
O
F I L E
S
Z:\CLIENTS\ANF\USCOE\LRL\115822_SCOTTJOMPC\DESIGN\CIVIL\SHEETS\115822CG301.DWG 9/25/2020 2:49 PM BHEADY
C O
C O
C O
C O
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
F H
F H
F H
F H
F H
F H
F H
E
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
M
A
P
L
E
N
KEY PLAN
NOT TO SCALE
M A
T C
H L I N
E
S
A
W I N
G
F
N
T I N
U A
T I O
N
S
W
A G
N E
R
F1
DL-1 - PLAN 1
SCALE: AS SHOWN
N
20' 40'0
D1
DL-1 - PROFILE 1
SCALE: AS SHOWN
20' 40'0
FINISH GRADE
EXISTING GRADE
M A
T C
H L I N
E
S
A
W I N
G
F
N
T I N
U A
T I O
N
B1
DL-1 - PLAN 2
SCALE: AS SHOWN
N
20' 40'0
HORIZONTAL
2' 4'0
VERTICAL
D1
DL-1 - PROFILE 2
SCALE: AS SHOWN
20' 40'0
FINISH GRADE
EXISTING GRADE
HORIZONTAL
2' 4'0
VERTICAL
DL-1
DL-1
D L
D L
D L
D L
D L
D L
D L
D L
11 December 2020
CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATIONARIMS: 200A Disposition: Maintain for 15 yrs after construction
W
2Q R
R
_P la ns _V ol _I
3o f3 )-0
8+00 9+00 10+00 11+00 11+60
DL-2
STA: 11+60.00
N: 684140.30
E: 2382304.51
DL-2
STA: 8+06.99
N: 684140.30
E: 2381951.49
STATION
8+00 9+00 10+00 11+00 11+60
8+00
9+00
10+00
11+00
11+60
STA. 8+06.99
EL. 447.86
STA. 10+72.77
EL. 446.40
STA. 11+59.34
EL. 447.00
12+00 13+00 14+00 15+00 15+25
12+00
13+00
14+00
15+00
15+25
STA. 12+00.00
EL. 448.40
STA. 12+61.38
EL. 449.23
L P
C P
12+00 13+00 14+00 15+00
DL-3
STA: 12+00.00
N: 684079.29
E: 2381725.75
C O
C O
C O
C O
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
F H
F H
F H
F H
F H
F H
F H
E
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
M
A
P
L
E
N
KEY PLAN
NOT TO SCALE
D E
S I G
N E
D
B
Y
M A
R K
D E
S C
R I P
T I O
N D
A T
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
F I
M
E
S I Z
E
P L O
T
S
C A
L E
P
L O
T
D
A T
E
I S
S U
E
D
A T
E
P R
O J E
C O
N T
R A
A
W I N
G
C
O D
E
X
S O
L I C
I T
A T
I O
N
N
O
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
L O
U I S
V I L
S
T R
I C
T
L O
U I S
V I L L E
K
E N
T U
C K
Y
W
A R
D
P
A R
K W
A Y
K
A N
S A
S
C
I T
Y
M
O
US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
P R
O J E
K
R S
M
S C
O T
T
A
R
S
E
I L L I N
O I S
J O
I N
T
O
P E
R A
T I O
S
S I O
N
P
L A
N N
I N
G
C
E N
T E
R
J O
M P
C
O
W N
C E
R T
I F
I E
D
F
I N
S
S U
D
1 753 92 864 10
A
B
C
D
E
F
G
C
E R
T I F
I E
D
F
I N
A L
I S
S U
D
D E
C
V D
Y D
CG302
M S
C H
R A
E D
E R
J D
A H
L O
R
C
G D
W G
D R
I V
E
L A
O
F I L E
S
Z:\CLIENTS\ANF\USCOE\LRL\115822_SCOTTJOMPC\DESIGN\CIVIL\SHEETS\115822CG301.DWG 9/25/2020 2:49 PM BHEADY
S
W
A G
N E
R
F1
DL-2 - PLAN
SCALE: AS SHOWN
N
20' 40'0
D1
DL-2 - PROFILE
SCALE: AS SHOWN
20' 40'0
FINISH GRADE
EXISTING GRADE
B1
DL-3 - PLAN 1
SCALE: AS SHOWN
N
20' 40'0
HORIZONTAL
2' 4'0
VERTICAL
A1
DL-3 - PROFILE 1
SCALE: AS SHOWN
FINISH GRADE
EXISTING GRADE
M A
T C
H L I N
E
S
A
W I N
G
C G
N
T I N
U A
T I O
N
20' 40'0
HORIZONTAL
2' 4'0
VERTICAL
DL-2
DL-3
11 December 2020
CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATIONARIMS: 200A Disposition: Maintain for 15 yrs after construction
W
2Q R
R
_P la ns _V ol _I
3o f3 )-0
16+00 17+00 17+80
DL-3
STA: 17+78.75
N: 684079.29
E: 2382304.51
15+25 16+00 17+00 17+80
15+25
16+00
17+00
17+80
18+00 19+00 20+00
18+00
19+00
20+00
18+00 19+00 20+00
DL-4
STA: 19+96.01
N: 684011.39
E: 2382304.51
DL-4
STA: 18+00.00
N: 684011.39
E: 2382108.49
E
U
P
21+00 22+00 22+50
DL-5
STA: 22+50.00
N: 683943.45
E: 2382304.51
DL-5
STA: 21+14.00
N: 683943.45
E: 2382168.51
DL-6
21+00 22+00 22+50
21+00
22+00
22+50
E
U
P
23+00 24+00 24+30
DL-6
STA: 24+30.00
N: 683882.32
E: 2382304.51
DL-6
STA: 23+09.52
N: 683882.32
E: 2382184.03
23+00 24+00 24+30
23+00
24+00
24+30
C O
C O
C O
C O
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
F H
F H
F H
F H
F H
F H
F H
E
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
M
A
P
L
E
N
KEY PLAN
NOT TO SCALE
D E
S I G
N E
D
B
Y
M A
R K
D E
S C
R I P
T I O
N D
A T
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
F I
M
E
S I Z
E
P L O
T
S
C A
L E
P
L O
T
D
A T
E
I S
S U
E
D
A T
E
P R
O J E
C O
N T
R A
A
W I N
G
C
O D
E
X
S O
L I C
I T
A T
I O
N
N
O
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
L O
U I S
V I L
S
T R
I C
T
L O
U I S
V I L L E
K
E N
T U
C K
Y
W
A R
D
P
A R
K W
A Y
K
A N
S A
S
C
I T
Y
M
O
US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
P R
O J E
K
R S
M
S C
O T
T
A
R
S
E
I L L I N
O I S
J O
I N
T
O
P E
R A
T I O
S
S I O
N
P
L A
N N
I N
G
C
E N
T E
R
J O
M P
C
O
W N
C E
R T
I F
I E
D
F
I N
S
S U
D
1 753 92 864 10
A
B
C
D
E
F
G
C
E R
T I F
I E
D
F
I N
A L
I S
S U
D
D E
C
V D
Y D
CG303
M S
C H
R A
E D
E R
J D
A H
L O
R
C
G D
W G
D R
I V
E
L A
O
F I L E
S
Z:\CLIENTS\ANF\USCOE\LRL\115822_SCOTTJOMPC\DESIGN\CIVIL\SHEETS\115822CG301.DWG 9/25/2020 2:49 PM BHEADY
S
W
A G
N E
R
F1
DL-3 - PLAN 2
SCALE: AS SHOWN
N
20' 40'0
D1
DL-3 - PROFILE 2
SCALE: AS SHOWN
20' 40'0
FINISH GRADE
EXISTING GRADE
B1
DL-4 - PLAN
SCALE: AS SHOWN
N
20' 40'0
HORIZONTAL
2' 4'0
VERTICAL
A1
DL-4 - PROFILE
SCALE: AS SHOWN
FINISH GRADE
EXISTING GRADE
20' 40'0
HORIZONTAL
2' 4'0
VERTICAL
M A
T C
H L I N
E
S
A
W I N
G
C G
F
N
T I N
U A
T I O
N
F6
DL-5 - PLAN
SCALE: AS SHOWN
N
20' 40'0
D6
DL-5 - PROFILE
SCALE: AS SHOWN
20' 40'0
HORIZONTAL
2' 4'0
VERTICAL
B6
DL-6 - PLAN
SCALE: AS SHOWN
N
20' 40'0
A6
DL-6 - PROFILE
SCALE: AS SHOWN
20' 40'0
HORIZONTAL
2' 4'0
VERTICAL
DL-3
D L
D L
D L
D L
DL-4
DL-5
DL-6
FINISH GRADE
EXISTING GRADE
FINISH GRADE
EXISTING GRADE
11 December 2020
CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATIONARIMS: 200A Disposition: Maintain for 15 yrs after construction
W
2Q R
R
_P la ns _V ol _I
3o f3 )-0
27+00 28+00 28+30
DL-8
STA: 28+30.00
N: 683760.27
E: 2382304.51
DL-8
STA: 27+09.51
N: 683760.27
E: 2382184.02
25+00 26+00 26+30
DL-7
STA: 26+30.00
N: 683821.23
E: 2382304.51
DL-7
STA: 25+09.52
N: 683821.23
E: 2382184.02
25+00 26+00 26+30
25+00
26+00
26+30
S T
A
E L
STA. 26+30.00
EL. 446.06
27+00 28+00 28+30
27+00
28+00
28+30
S T
A
E L
STA. 28+30.00
EL. 445.70
29+00 30+00 30+30
29+00
30+00
30+30
S T
A
E L
STA. 30+30.00
EL. 445.39
ST
CB
CB
29+00 30+00 30+30
DL-9
STA: 30+30.00
N: 683699.27
E: 2382304.51
DL-9
STA: 29+09.51
N: 683699.27
E: 2382184.02
C O
C O
C O
C O
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
F H
F H
F H
F H
F H
F H
F H
E
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
M
A
P
L
E
N
KEY PLAN
NOT TO SCALE
D E
S I G
N E
D
B
Y
M A
R K
D E
S C
R I P
T I O
N D
A T
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
F I
M
E
S I Z
E
P L O
T
S
C A
L E
P
L O
T
D
A T
E
I S
S U
E
D
A T
E
P R
O J E
C O
N T
R A
A
W I N
G
C
O D
E
X
S O
L I C
I T
A T
I O
N
N
O
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
L O
U I S
V I L
S
T R
I C
T
L O
U I S
V I L L E
K
E N
T U
C K
Y
W
A R
D
P
A R
K W
A Y
K
A N
S A
S
C
I T
Y
M
O
US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
P R
O J E
K
R S
M
S C
O T
T
A
R
S
E
I L L I N
O I S
J O
I N
T
O
P E
R A
T I O
S
S I O
N
P
L A
N N
I N
G
C
E N
T E
R
J O
M P
C
O
W N
C E
R T
I F
I E
D
F
I N
S
S U
D
1 753 92 864 10
A
B
C
D
E
F
G
C
E R
T I F
I E
D
F
I N
A L
I S
S U
D
D E
C
V D
Y D
CG304
M S
C H
R A
E D
E R
J D
A H
L O
R
C
G D
W G
D R
I V
E
L A
O
F I L E
S
Z:\CLIENTS\ANF\USCOE\LRL\115822_SCOTTJOMPC\DESIGN\CIVIL\SHEETS\115822CG301.DWG 9/25/2020 2:49 PM BHEADY
S
W
A G
N E
R
B1
DL-8 - PLAN
SCALE: AS SHOWN
N
20' 40'0
F1
DL-7 - PLAN
SCALE: AS SHOWN
N
20' 40'0
D1
DL-7 - PROFILE
SCALE: AS SHOWN
20' 40'0
HORIZONTAL
2' 4'0
VERTICAL
A1
DL-8 - PROFILE
SCALE: AS SHOWN
20' 40'0
HORIZONTAL
2' 4'0
VERTICAL
F5
DL-9 - PLAN
SCALE: AS SHOWN
N
20' 40'0
D5
DL-9 - PROFILE
SCALE: AS SHOWN
20' 40'0
HORIZONTAL
2' 4'0
VERTICAL
DL-7
D L
FINISH GRADE
EXISTING GRADE
DL-7
D L
DL-9
D L
FINISH GRADE
EXISTING GRADE
FINISH GRADE
EXISTING GRADE
11 December 2020
CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATIONARIMS: 200A Disposition: Maintain for 15 yrs after construction
W
2Q R
R
_P la ns _V ol _I
3o f3 )-0
EM100+00 101+00 102+00 103+00 104+00 105+00 105+45
DL-1A
STA: 100+00.00
N: 684486.50
E: 2382119.38
DL-1A
STA: 105+40.01
N: 684486.50
E: 2382659.39
100+00 101+00 102+00 103+00 104+00 105+00 105+45
100+00
101+00
102+00
103+00
104+00
105+00
105+45
STA. 100+00.00
EL. 448.78
S T
A
E L
S T
A
E L
S T
A
E L
STA. 105+40.76
EL. 446.95
C O
C O
C O
C O
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
F H
F H
F H
F H
F H
F H
F H
E
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
M
A
P
L
E
N
KEY PLAN
NOT TO SCALE
D E
S I G
N E
D
B
Y
M A
R K
D E
S C
R I P
T I O
N D
A T
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
F I
M
E
S I Z
E
P L O
T
S
C A
L E
P
L O
T
D
A T
E
I S
S U
E
D
A T
E
P R
O J E
C O
N T
R A
A
W I N
G
C
O D
E
X
S O
L I C
I T
A T
I O
N
N
O
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
L O
U I S
V I L
S
T R
I C
T
L O
U I S
V I L L E
K
E N
T U
C K
Y
W
A R
D
P
A R
K W
A Y
K
A N
S A
S
C
I T
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M
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US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
P R
O J E
K
R S
M
S C
O T
T
A
R
S
E
I L L I N
O I S
J O
I N
T
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P E
R A
T I O
S
S I O
N
P
L A
N N
I N
G
C
E N
T E
R
J O
M P
C
O
W N
C E
R T
I F
I E
D
F
I N
S
S U
D
1 753 92 864 10
A
B
C
D
E
F
G
C
E R
T I F
I E
D
F
I N
A L
I S
S U
D
D E
C
V D
Y D
CG305
M S
C H
R A
E D
E R
J D
A H
L O
R
C
G D
W G
D R
I V
E
L A
O
F I L E
S
Z:\CLIENTS\ANF\USCOE\LRL\115822_SCOTTJOMPC\DESIGN\CIVIL\SHEETS\115822CG305.DWG 9/25/2020 2:52 PM BHEADY
S
W
A G
N E
R
F1
DL-1A - PLAN
SCALE: AS SHOWN
N
20' 40'0
D1
DL-1A - PROFILE
SCALE: AS SHOWN
20' 40'0
FINISH GRADE
EXISTING GRADE
HORIZONTAL
2' 4'0
VERTICAL
DL-1A
11 December 2020
CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATIONARIMS: 200A Disposition: Maintain for 15 yrs after construction
W
2Q R
R
_P la ns _V ol _I
3o f3 )-0
L P
106+00 107+00 108+00 109+00 110+00 110+55
DL-2A
STA: 106+00.00
N: 684425.41
E: 2382119.38
DL-2A
STA: 110+55.00
N: 684425.41
E: 2382574.38
106+00 107+00 108+00 109+00 110+00 110+55
106+00
107+00
108+00
109+00
110+00
110+55
STA. 106+00.00
EL. 448.49
S T
A
E L
S T
A
E L
S T
A
E L
S T
A
E L
STA. 110+55.00
EL. 448.09
ST
ST
C P
111+00 112+00 113+00 114+00 115+00 115+90
DL-3A
STA: 111+00.00
N: 684262.30
E: 2381817.64
DL-3A
STA: 115+90.00
N: 684262.30
E: 2382307.64
111+00 112+00 113+00 114+00 115+00 115+90
111+00
112+00
113+00
114+00
115+00
115+90
STA. 111+00.00
EL. 448.37
S T
A
E L
S T
A
E L
S T
A
E L
S T
A
E L
S T
A
E L
S T
A
E L
S T
A
E L
C O
C O
C O
C O
E
E E
E
E
E
E
E
E
E E
E
E
E
E
F H
F H
F H
F H
F H
F H
F H
E
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
M
A
P
L
E
N
KEY PLAN
NOT TO SCALE
D E
S I G
N E
D
B
Y
M A
R K
D E
S C
R I P
T I O
N D
A T
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
F I
M
E
S I Z
E
P L O
T
S
C A
L E
P
L O
T
D
A T
E
I S
S U
E
D
A T
E
P R
O J E
C O
N T
R A
A
W I N
G
C
O D
E
X
S O
L I C
I T
A T
I O
N
N
O
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
L O
U I S
V I L
S
T R
I C
T
L O
U I S
V I L L E
K
E N
T U
C K
Y
W
A R
D
P
A R
K W
A Y
K
A N
S A
S
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M
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OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
P R
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K
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M
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T
A
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S
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I L L I N
O I S
J O
I N
T
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P E
R A
T I O
S
S I O
N
P
L A
N N
I N
G
C
E N
T E
R
J O
M P
C
O
W N
C E
R T
I F
I E
D
F
I N
S
S U
D
1 753 92 864 10
A
B
C
D
E
F
G
C
E R
T I F
I E
D
F
I N
A L
I S
S U
D
D E
C
V D
Y D
CG306
M S
C H
R A
E D
E R
J D
A H
L O
R
C
G D
W G
D R
I V
E
L A
O
F I L E
S
Z:\CLIENTS\ANF\USCOE\LRL\115822_SCOTTJOMPC\DESIGN\CIVIL\SHEETS\115822CG305.DWG 9/25/2020 2:52 PM BHEADY
S
W
A G
N E
R
F1
DL-2A - PLAN
SCALE: AS SHOWN
N
20' 40'0
D1
DL-2A - PROFILE
SCALE: AS SHOWN
20' 40'0
FINISH GRADE
EXISTING GRADE
HORIZONTAL
2' 4'0
VERTICAL
DL-2A
B1
DL-3A - PLAN
SCALE: AS SHOWN
N
20' 40'0
DL-3A
A1
DL-3A - PROFILE
SCALE: AS SHOWN
20' 40'0
HORIZONTAL
2' 4'0
VERTICAL
FINISH GRADE
BASE BID MILL & OVERLAY/
EXISTING GRADE
BASE BID
FINISH GRADE
11 December 2020
CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATIONARIMS: 200A Disposition: Maintain for 15 yrs after construction
W
2Q R
R
_P la ns _V ol _I
3o f3 )-0
ST
ST
116+00 117+00 118+00 119+00 120+00 120+90
E: 2381817.64
DL-4A
STA: 120+90.00
N: 684201.30
E: 2382307.64
DL-4A
STA: 116+00.00
N: 684201.30
E: 2381817.64
116+00 117+00 118+00 119+00 120+00 120+90
116+00
117+00
118+00
119+00
120+00
120+90
STA. 116+00.00
EL. 448.28
S T
A
E L
S T
A
E L
S T
A
E L
S T
A
E L
S T
A
E L
S T
A
E L
121+00 122+00 123+00 124+00 125+00 125+90
DL-5A
STA: 121+00.00
N: 684140.30
E: 2381817.64
DL-5A
STA: 125+90.00
N: 684140.30
E: 2382307.64
121+00 122+00 123+00 124+00 125+00 125+90
121+00
122+00
123+00
124+00
125+00
125+90
STA. 121+00.00
EL. 448.29
S T
A
E L
S T
A
E L
S T
A
E L
STA. 124+95.99
EL. 446.44
C O
C O
C O
C O
E
E E
E
E
E
E
E
E
E E
E
E
E
E
F H
F H
F H
F H
F H
F H
F H
E
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
M
A
P
L
E
N
KEY PLAN
NOT TO SCALE
D E
S I G
N E
D
B
Y
M A
R K
D E
S C
R I P
T I O
N D
A T
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
F I
M
E
S I Z
E
P L O
T
S
C A
L E
P
L O
T
D
A T
E
I S
S U
E
D
A T
E
P R
O J E
C O
N T
R A
A
W I N
G
C
O D
E
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S O
L I C
I T
A T
I O
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O
U S
A
R M
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N G
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R S
L O
U I S
V I L
S
T R
I C
T
L O
U I S
V I L L E
K
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C K
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A R
D
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A R
K W
A Y
K
A N
S A
S
C
I T
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M
O
US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
P R
O J E
K
R S
M
S C
O T
T
A
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S
E
I L L I N
O I S
J O
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S I O
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1 753 92 864 10
A
B
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D
E
F
G
C
E R
T I F
I E
D
F
I N
A L
I S
S U
D
D E
C
V D
Y D
CG307
M S
C H
R A
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W G
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S
W
A G
N E
R
F1
DL-4A - PLAN
SCALE: AS SHOWN
N
20' 40'0
D1
DL-4A - PROFILE
SCALE: AS SHOWN
20' 40'0
BID OPTION FINISH GRADE
BASE BID MILL & OVERLAY/EXISTING GRADE
HORIZONTAL
2' 4'0
VERTICAL
DL-4A
B1
DL-5A - PLAN
SCALE: AS SHOWN
N
20' 40'0
DL-5A
A1
DL-5A - PROFILE
SCALE: AS SHOWN
20' 40'0
HORIZONTAL
2' 4'0
VERTICAL
BID OPTION FINISH GRADE
BASE BID MILL & OVERLAY/
EXISTING GRADE
BASE BID
FINISH GRADE
EXISTING GRADE
BASE BID FINISH GRADE
EXISTING GRADE
11 December 2020
CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATIONARIMS: 200A Disposition: Maintain for 15 yrs after construction
W
2Q R
R
_P la ns _V ol _I
3o f3 )-0
C P
130+00 131+00 132+00 133+00
DL-6A
STA: 130+00.00
N: 684079.29
E: 2381725.75
130+00 131+00 132+00 133+00 133+25
130+00
131+00
132+00
133+00
133+25
STA. 130+03.16
EL. 448.39
STA. 130+66.51
EL. 448.54
134+00 135+00 135+80
DL-6A
STA: 135+80.00
N: 684079.29
E: 2382305.75
133+25 134+00 135+00 135+80
133+25
134+00
135+00
135+80
STA. 133+25.00
EL. 445.92
STA. 133+95.00
EL. 445.89
C O
C O
C O
C O
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
F H
F H
F H
F H
F H
F H
F H
E
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
M
A
P
L
E
N
KEY PLAN
NOT TO SCALE
D E
S I G
N E
D
B
Y
M A
R K
D E
S C
R I P
T I O
N D
A T
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
F I
M
E
S I Z
E
P L O
T
S
C A
L E
P
L O
T
D
A T
E
I S
S U
E
D
A T
E
P R
O J E
C O
N T
R A
A
W I N
G
C
O D
E
X
S O
L I C
I T
A T
I O
N
N
O
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
L O
U I S
V I L
S
T R
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T
L O
U I S
V I L L E
K
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C K
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K W
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OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
P R
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O I S
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1 753 92 864 10
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C
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T I F
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D E
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CG308
M S
C H
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Z:\CLIENTS\ANF\USCOE\LRL\115822_SCOTTJOMPC\DESIGN\CIVIL\SHEETS\115822CG305.DWG 9/25/2020 2:52 PM BHEADY
S
W
A G
N E
R
F1
DL-6A - PLAN 1
SCALE: AS SHOWN
N
20' 40'0
D1
DL-6A - PROFILE 2
SCALE: AS SHOWN
BID OPTION FINISH GRADE
DL-6A
BASE BID
FINISH GRADE
EXISTING GRADE
20' 40'0
HORIZONTAL
2' 4'0
VERTICAL
M A
T C
H L I N
E
S
A
W I N
G
F O
R
C
O N
T I N
U A
T I O
N
B1
DL-6A - PLAN 2
SCALE: AS SHOWN
N
20' 40'0
DL-6A
M A
T C
H L I N
E
S
A
W I N
G
F O
R
C
O N
T I N
U A
T I O
N
A1
DL-6A - PROFILE 2
SCALE: AS SHOWN
BID OPTION FINISH GRADE
BASE BID
FINISH GRADE
EXISTING GRADE
20' 40'0
HORIZONTAL
2' 4'0
VERTICAL
BASE BID
FINISH GRADE
11 December 2020
CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATIONARIMS: 200A Disposition: Maintain for 15 yrs after construction
W
2Q R
R
_P la ns _V ol _I
3o f3 )-0
C B
E
E
EE
S D
S D
S D
S D
S D
SD
SD
SD
SD
S A
N
S A
N
SAN
SD
SD
SD
S D
C O
M M
C
O
M
M
S D
S A
N S
A N
S A
N S
A N
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
F H
F H
F H
F H
F H
CURB BOX INLET
RIM ELEV.: 442.29'
F.L. ELEV.: 438.84'
DRAIN BOX INLET
RIM ELEV.: 442.61'
F.L. ELEV.: 441.50'
STORM MANHOLE
RIM ELEV.: 443.07'
F.L. IN
(W
) ELEV.: 439.47'
F.L. IN
(S) ELEV..: 4
40.26'
STORM MANHOLE
RIM ELEV.: 443.10'
F.L. OUT (W)ELEV: 439.50'
F.L. IN (S) ELEV.: 440.40'
DRAIN BOX INLET
RIM ELEV.: 443.25'
F.L. IN(N).: 440.15'
F.L. OUT(W): 439.40'
24" PVC
SANITARY MANHOLE
RIM ELEV.: 443.77'
F.L. IN (N): 438.47'
F.L. IN (W): 438.77'
F.L. OUT (E): 438.27'
CURB BOX INLET
RIM ELEV.: 445.03'
FL IN (N):442.13'
CURB BOX INLET
RIM ELEV.: 445.13'
FL IN (N):442.23'
FL OUT (S):442.13'
DROP BOX INLET
RIM ELEV.: 444.98'
FL IN (NE): 442.26'
FL OUT (S):442.19'
F.L.OUT(W):442.13'
F.L. IN(E):442.21'
DROP BOX INLET
RIM ELEV.: 444.31'
FL OUT (SW): 442.65'
F.L. IN (N): 442.62'
SANITARY MANHOLE
RIM ELEV.: 442.92'
F.L. ELEV.: 436.82'
COVERED OR REMOVED
SANITARY MANHOLE
RIM ELEV.: 442.76'
F.L. ELEV.: 432.86'
STORM MANHOLE
CAN'T OPEN
CP#1
SANITARY MANHOLE
RIM ELEV.: 446.92'
F.L. IN (N): 444.15'
F.L. OUT(W): 444.05'
SANITARY MANHOLE
RIM ELEV.: 448.22'
UNABLE TO OPEN
SANITARY MANHOLE
RIM ELEV.: 450.01'
UNABLE TO OPEN
DROP BOX INLET
RIM ELEV.: 448.18'
F.L. IN (N): 445.37'
F.L. IN (E): 445.06'
F.L. OUT (W): 444.76'
ELECTRIC MANHOLE
RIM ELEV.: 448.40'
INV ELEV.: 443.20'
STORM MANHOLE
RIM ELEV.: 447.12'
F.L. IN(W):445.62'
F.L. IN(S): 445.63'
F.L. OUT(N):445.71'
STORM MANHOLE
RIM ELEV.: 447.16'
F.L. OUT(E): 445.76'
STORM MANHOLE
RIM ELEV.: 447.41'
F.L. OUT (N): 445.91'
F.L. IN (W): 445.86'
STORM MANHOLE
RIM ELEV.: 447.52'
F.L. OUT(E): 445.92'
18" CMP
I.E. ELEV.:
445.43'
18" CMP
I.E. ELEV.: 447.02'
18" CMP
I.E. ELEV.: 445.92'
DROP BOX INLET
RIM ELEV.: 445.02'
FL ELEV.: 444.62'
P
V C
P
V C
P
V C
P
12" RCP
S D
C
P P
C
P P
18" PVC
30" CMP
C
M P
12" PVC
P
V C
P
V C
CURB BOX INLET
RIM ELEV.: 4
42.79'
F.L. O
UT(S): 4
39.69'
SANITARY MANHOLE
RIM ELEV.: 449.87'
UNABLE TO OPEN
12" PVC
8" PVC
P
V C
C B
DRAIN BOX INLET
RIM ELEV.: 441.84'
F.L. ELEV.: 438.34'
A
Y
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
LP
U
P
24" SMASHED
18" CMP
C B
C
M P
12"RCP
S M
A S
H E
D
12"RCP
O.E. ELEV.: 446.88'
S A
N
SANITARY MANHOLE
RIM ELEV.: 449.15'
F.L. IN (S): 440.36'
F.L. OUT(E): 439.97'
8" CLAY
C B
8" CPP
S D
C B
24" PVC
24" PVC
C
M
P
SANITARY MANHOLE
RIM ELEV.: 443.28'
F.L. ELEV.: 435.48'
SANITARY MANHOLE
RIM ELEV.: 443.64'
F.L. ELEV.: 434.54'
24" RCP
CP#3
CP#2
CP#4
CP#5
CP#6
C O
M
M
18" CMP
O.E.: 442.70'
3'X4' CONCRETE
CULVERT O.E.:439.10'
STORM MANHOLE
RIM ELEV.: 442.44'
FL OUT (N): 440.74'
STORM MANHOLE
RIM ELEV.: 443.85'
F.L. ELEV.: 440.65'
CURB BOX INLET
RIM ELEV.: 444.34'
FL IN (E): 440.99'
FL OUT (N): 440.99'
CURB BOX INLET
RIM ELEV.: 444.54'
F.L. IN (E): 441.09'
F.L. IN (N): 441.19'
F.L. OUT(S): 440.94'
DROP BOX INLET
RIM ELEV.: 443.71'
COULDN'T OPEN
DROP BOX INLET
RIM ELEV.: 444.85'
F.L. OUT(SE).: 440.25'
CURB BOX INLET
RIM ELEV.: 442.97'
F.L. IN (W): 440.27'
F.L. IN (N): 440.23'
F.L. OUT(S): 440.17'
DROP BOX INLET
RIM ELEV.: 442.15'
F.L. IN(N): 439.46'
F.L. OUT(S): 439.41'
DROP BOX INLET
RIM ELEV.: 441.57'
F.L. ELEV.: 439.46'
CURB BOX INLET
RIM ELEV.: 442.15'
F.L. ELEV.: 439.15'
CURB BOX INLET
RIM ELEV.: 442.67'
F.L. IN(N): 440.63'
F.L. OUT(S): 440.42'
DROP BOX INLET
RIM ELEV.: 442.38'
F.L. (E)(S)ELEV.: 439.98'
STORM MANHOLE
RIM ELEV.: 444.57'
F.L. IN (N): 440.27'
F.L. IN(W): 440.37'
F.L.IN(E):440.47'
F.L. OUT (S): 439.57'
CURB BOX INLET
RIM ELEV.: 443.47'
F.L. OUT(W): 440.57'
12"PVC
CURB BOX INLET
RIM ELEV.: 443.61'
F.L. OUT(E): 440.61'
DROP BOX INLET
RIM ELEV.: 443.24'
F.L. IN (N): 440.34'
F.L. IN(S): 440.45'
F.L. IN(E): 439.64'
F.L. OUT(W): 439.32'
DROP BOX INLET
RIM ELEV.: 444.21'
F.L. IN(N): 441.71'
F.L. OUT(S): 441.66'
STORM MANHOLE
RIM ELEV.: 446.68'
F.L. IN(S): 441.23'
FL OUT(E): 441.03'
FL OUT(N): 440.83'
12" CMP
I.E. ELEV.: 442.09'
12" CMP
I.E. ELEV.: 442.42'
CURB BOX INLET
RIM ELEV.: 444.11'
F.L. OUT (SW): 441.21'
CURB BOX INLET
RIM ELEV.: 444.74'
F.L. OUT (E): 3.09'
8" CPP
STORM MANHOLE
RIM ELEV.: 444.33'
F.L. IN (E): 441.03'
F.L. OUT(S): 440.93'
CURB BOX INLET
RIM ELEV.: 443.12'
F.L. OUT (SE): 441.07'
12" CPP
STORM MANHOLE
RIM ELEV.: 442.95'
F.L. IN(N): 439.63'
F.L. OUT(S): 439.60'
LP
LP
LP
LP
LP
CURB BOX INLET
RIM ELEV.: 443.30'
FL IN (E): 440.38'
FL IN (S): 438.10'
FL OUT (W): 440.35'
STORM MANHOLE
RIM ELEV.: 442.63'
FL IN (SW): 440.58'
FL OUT (N): 438.33'
SANITARY MANHOLE
FILLED WITH CONCRETE
STORM MANHOLE
RIM ELEV.: 442.48'
F.L. OUT(S): 440.88'
8"PVC
18" CMP
P
V C
P
24" PVC
STORM MANHOLE
RIM ELEV.: 442.97'
F.L. IN(N): 439.91'
F.L. OUT(S): 439.88'
F.L. OUT(E): 439.88'
12" CPP
S
D
DROP BOX INLET
RIM ELEV.: 447.90'
F.L. IN (E): 444.97'
F.L. OUT (W): 444.75'
DROP BOX INLET
RIM ELEV.: 447.41'
F.L. IN (S): 445.71'
F.L. OUT (E): 445.41'
W W W W W W W W W W
W
W W W W W W W W W W
SAN
SAN
S D
S D
SD
S
D
I N
V
S
D
I N
V
S
D
I N
V
S
D
I N
V
6" SD
INV 445.65
6" SD
INV 445.65
6" SD
INV 445.75
S
D
I N
V
S
S
I N
V
S
D
I N
V
S
S
I N
V
S
D
I N
V
6" SD
INV 445.65
?" SD, INV 445.30
?" SD, INV 445.35
SD
S D
G
G
G
G
S
D
S D
S D
W
S D
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
COMM
CO
M
MC
O M
M
COMM
COMM
C
O
M
M
C O
M M
C O
M M
C
O
M
M
C O
M M
C O
M M
C O
M M
C O
M M
C
O
M
M
C O
M M
C O
M M
COMM
COMM
C O
M M
C O
M
M
C O
M M
C
O
M
M
C O
M M
C O
M M
C O
M M
C O
M M
COMMCOMM
COMM
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C O
M M
C O
M M
C
O
M
M
C
O
M
M
COMM COMM COMM
CO
M
M
C O
M M
COMM
C O
M M
C O
M M
C
O
M
M
C O
M M
C O
M M
COMMCOMM
C O
M
M
C
O
M
M
COMM
CO
M
M
COMM
COMM
C O
M M
COMM
COMM
C O
M M
COMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C
O
M
M
C
O
M
M
C O
M
M
C O
M
M
COMM
COMM
COMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
COMM
C
O
M
M
COMM
COMM
COMMCOMM
C O
M M
C O
M M
C O
M M
C O
M M
C
O
M
M
C
O
M
M
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
C O
M M
C
O
M
M
C
O
M
M
C
O
M
M
COMM
C
O
M
M
COMM
C O
M M
C O
M M
C
O
M
M
C
O
M
M
C
O
M
M
C O
M M
C O
M M
C
O
M
M
C O
M M
C O
M M
C
O
M
M
COMM
C O
M M
C
O
M
M
W W
W W
WWW
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
WW
W W
W
W W
W W
W
W
W W
W
W
W W
W
WWW
W W
W W
W
W W
W W
W
W W
W W
W W
WW
W
W W
W
WWW
W
WWW
W W
W W
W
WWWW
W
W
W W
W W
W
W
W
W
W
W
W
W W W W
W W
W
W W
W
W
G
G
G
G G
G
G G
G
G G
G
G G
G
G
G
G
G
G G
G
G G
G G
G G
G
G G
G G G G G
G
G G G
G
G
G
G
G
G
G
G
G
G G
G G
G
G
G
G
G
S A
N S
A N
S A
N S
A N
S A
N
S A
N
S
A
N
S
A
N
S
A
N
S
A
N
SAN
SAN
SAN
SAN
SAN
S A
N S
A N
S
A
N
S
A
N
S
A
N
S A
N
SAN
SAN
S
A
N
S
A
N
S A
N
SAN
SAN
S
A
N
S
A
N
S A
N
SAN
SAN
S A
N
S A
N
S
A
N
SAN
S A
N S
A N
SAN
SAN
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E E
E
E E
E E
E E
E E E E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E E
E
E
E E
E
EEE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E E
E E
E E E E E
E E
E
E
E E
E
E
E
E
E E
E
E E
E
E
E
E
E
E
E
E E E E E
E
E
E
E
EEEEEE
E
E
E
E
E
E
E
E
E E E E E E E
E E E E E E E E
E E
E E
E E
E
E
E
E
EEEE
E E
E
E
E
E
E
E
E
E
E
E
C
O
M
M
C
O
M
M
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
C
O
M
M
C O
M M
COMM
COMM
G G
G G G
G
W
W
S
A
N
C O
M
M
C O
M
M
C O
M
M
C O
M M
D E
S I G
N E
D
B
Y
M A
R K
D E
S C
R I P
T I O
N D
A T
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
F I
M
E
S I Z
E
P L O
T
S
C A
L E
P
L O
T
D
A T
E
I S
S U
E
D
A T
E
P R
O J E
C O
N T
R A
A
W I N
G
C
O D
E
X
S O
L I C
I T
A T
I O
N
N
O
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
L O
U I S
V I L
S
T R
I C
T
L O
U I S
V I L L E
K
E N
T U
C K
Y
W
A R
D
P
A R
K W
A Y
K
A N
S A
S
C
I T
Y
M
O
US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
P R
O J E
K
R S
M
S C
O T
T
A
R
S
E
I L L I N
O I S
J O
I N
T
O
P E
R A
T I O
S
S I O
N
P
L A
N N
I N
G
C
E N
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R
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D
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D
1 753 92 864 10
A
B
C
D
E
F
G
C
E R
T I F
I E
D
F
I N
A L
I S
S U
D
D E
C
V D
Y D
CU100
M S
C H
R A
E D
E R
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L O
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Z:\CLIENTS\ANF\USCOE\LRL\115822_SCOTTJOMPC\DESIGN\CIVIL\SHEETS\115822CU100.DWG 10/5/2020 10:55 AM BHEADY
A1
OVERALL UTILITY PLAN
SCALE: AS SHOWN
N
100' 200'0
FH
SSMH
CO
SANITARY MANHOLE
DROP INLET
FIRE HYDRANT
CLEAN OUT
WATER LINE VALVE
CU504
A1
CU502
A1
CU101
LEGEND
CU105 CU109
CU102 CU106
CU103 CU107
NOTES:
1. SEE GENERAL NOTES ON GC005 - GC007.
S
W
A G
N E
R
CONTRACTOR WORK LIMITS
BLDG 1521
BLDG
BLDG
BLDG 1515
STORM DRAIN
GAS LINE
SANITARY SEWER LINE
WATER LINE
ELEC DUCTBANK
SAN
W
G
SD
UE
11 December 2020
CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATIONARIMS: 200A Disposition: Maintain for 15 yrs after construction
W
2Q R
R
_P la ns _V ol _I
3o f3 )-0
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
C B
S T
E M
E M
CP#1
E
18" PVC
E
M 30" CMP
E
C B
C B
E
E
18" CMP
O.E.: 442.70'
DROP BOX INLET
RIM ELEV.: 444.21'
F.L. IN(N): 441.71'
F.L. OUT(S): 441.66'
STORM MANHOLE
RIM ELEV.: 446.68'
F.L. IN(S): 441.23'
FL OUT(E): 441.03'
FL OUT(N): 440.83'
CURB BOX INLET
RIM ELEV.: 444.11'
F.L. OUT (SW): 441.21'
CURB BOX INLET
RIM ELEV.: 444.74'
F.L. OUT (E): 3.09'
8" CPP
18" CMP
P
C O
M M
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
COMM
C O
M M
C
O
M
M
COMM
COMM
COMMCOMMCOMMCOMMCOMM
COMMCOMMCOMMCOMMCOMM
COMMCOMMCOMM
S
D
S
DSD
SD
SD
S D
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
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
SD SD SD SD SD
S
D
S
D
S
D
S D
S D
S
D
S
D
DB-11
DB-9
E 2382783.16±
CONNECT TO
EXISTING
WATERLINE
N 684441.81±
E 2382747.08
FIRE HYDRANT
N 684136.10
E 2382783.16
N 684136.10
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
MH
COMM COMM COMM
C O
M M
D E
S I G
N E
D
B
Y
M A
R K
D E
S C
R I P
T I O
N D
A T
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
F I
M
E
S I Z
E
P L O
T
S
C A
L E
P
L O
T
D
A T
E
I S
S U
E
D
A T
E
P R
O J E
C O
N T
R A
A
W I N
G
C
O D
E
X
S O
L I C
I T
A T
I O
N
N
O
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
L O
U I S
V I L
S
T R
I C
T
L O
U I S
V I L L E
K
E N
T U
C K
Y
W
A R
D
P
A R
K W
A Y
K
A N
S A
S
C
I T
Y
M
O
US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
P R
O J E
K
R S
M
S C
O T
T
A
R
S
E
I L L I N
O I S
J O
I N
T
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P E
R A
T I O
S
S I O
N
P
L A
N N
I N
G
C
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T E
R
J O
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C
O
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D
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A L
I S
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D
D E
C
V D
Y D
CU101
M S
C H
R A
E D
E R
S
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A G
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R J D
A H
L O
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U T
I L I T
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Z:\CLIENTS\ANF\USCOE\LRL\115822_SCOTTJOMPC\DESIGN\CIVIL\SHEETS\115822CU101.DWG 10/20/2020 12:56 PM BHEADY
A1
UTILITY PLAN 1
SCALE: AS SHOWN
N
C O
C O
C O
C O
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
F H
F H
F H
F H
F H
F H
F H
E
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
M
A
P
L
E
N
KEY PLAN
NOT TO SCALE
M A
T C
H L I N
E
S
F
N
T I N
U A
T I O
N
MATCHLINE: SEE CU102 FOR CONTINUATION
20' 40'0
NOTES:
1. SEE GENERAL NOTES ON GC005 - GC007.
2. ALL MATERIAL AND PROCEDURES
ASSOCIATED WITH THE WATERLINE SHALL
BE COORDINATED AND APPROVED BY
AMERICAN WATER (618) 744-9631.
3. FOR STORM DRAINAGE STRUCTURE
INFORMATION, SEE GRADING DRAWINGS.
4. SEE ELECTRICAL AND
TELECOMMUNICATION DRAWINGS FOR
ADDITIONAL INFORMATION.
18" RCP
29" x 45" RCEP
SEE NOTE 2
8" W
6" W
FH
SSMH
CO
SANITARY MANHOLE
DROP INLET
FIRE HYDRANT
CLEAN OUT
STORM DRAIN
GAS LINE
WATER LINE VALVE
SANITARY SEWER LINE
WATER LINE
CU504
A1
CU502
A1
ELEC DUCTBANK
LEGEND
CONTRACTOR WORK LIMITS
SAN
W
G
SD
12" SD
6" SD
8" SD
12" SD
6" SD
12" SD
UE
SEE NOTE 4
29" x 45" RCEP
11 December 2020
CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATIONARIMS: 200A Disposition: Maintain for 15 yrs after construction
W
2Q R
R
_P la ns _V ol _I
3o f3 )-0
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
E
E
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S
A
N
E M
E
LP
C O
M M
C
O
M
M
C O
M M
C O
M M
C
O
M
M
C
O
M
M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C
O
M
M
C
O
M
M
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
S D
S
D
S
D
S
D
S D
S D
S D
S D
S D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S D
S D
S D
SD
S D
S D
S D
S D
S
D
S
D
S
D
S D
S D
S D
S D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
U
E
UE
U
E
U E
UE UE UE UE UE UE
U
E
U
E
U E
U E
U E
U E
UE UE UE UE UE
E 2382328.13
FIRE HYDRANT
N 684202.71
E 2382396.23
N 684202.71
COMM COMM COMM COMM
C O
M M
D E
S I G
N E
D
B
Y
M A
R K
D E
S C
R I P
T I O
N D
A T
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
F I
M
E
S I Z
E
P L O
T
S
C A
L E
P
L O
T
D
A T
E
I S
S U
E
D
A T
E
P R
O J E
C O
N T
R A
A
W I N
G
C
O D
E
X
S O
L I C
I T
A T
I O
N
N
O
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
L O
U I S
V I L
S
T R
I C
T
L O
U I S
V I L L E
K
E N
T U
C K
Y
W
A R
D
P
A R
K W
A Y
K
A N
S A
S
C
I T
Y
M
O
US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
P R
O J E
K
R S
M
S C
O T
T
A
R
S
E
I L L I N
O I S
J O
I N
T
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P E
R A
T I O
S
S I O
N
P
L A
N N
I N
G
C
E N
T E
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J O
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C
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W N
C E
R T
I F
I E
D
F
I N
S
S U
D
1 753 92 864 10
A
B
C
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E
F
G
C
E R
T I F
I E
D
F
I N
A L
I S
S U
D
D E
C
V D
Y D
CU102
M S
C H
R A
E D
E R
J D
A H
L O
R
C
U D
W G
U T
I L I T
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P
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Z:\CLIENTS\ANF\USCOE\LRL\115822_SCOTTJOMPC\DESIGN\CIVIL\SHEETS\115822CU101.DWG 10/20/2020 12:56 PM BHEADY
A1
UTILITY PLAN 2
SCALE: AS SHOWN
N
C O
C O
C O
C O
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
F H
F H
F H
F H
F H
F H
F H
E
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
M
A
P
L
E
N
KEY PLAN
NOT TO SCALE
M A
T C
H L I N
E
S
F
N
T I N
U A
T I O
N
MATCHLINE: SEE CU103 FOR CONTINUATION
MATCHLINE: SEE CU101 FOR CONTINUATION
20' 40'0
NOTES:
1. SEE GENERAL NOTES ON GC005 - GC007.
2. ALL MATERIAL AND PROCEDURES
ASSOCIATED WITH THE WATERLINE SHALL
BE COORDINATED AND APPROVED BY
AMERICAN WATER (618) 744-9631.
3. FOR STORM DRAINAGE STRUCTURE
INFORMATION, SEE GRADING DRAWINGS.
4. SEE ELECTRICAL AND
TELECOMMUNICATION DRAWINGS FOR
ADDITIONAL INFORMATION.
S
W
A G
N E
R
30" RCP
24" RCP
24" RCP
SEE NOTE 2
CONNECT TO
EXISTING
WATERLINE
(BASE BID)
N 684407.88±
E 2382396.22±
8" W
8" W
FH
SSMH
CO
SANITARY MANHOLE
DROP INLET
FIRE HYDRANT
CLEAN OUT
STORM DRAIN
GAS LINE
WATER LINE VALVE
SANITARY SEWER LINE
WATER LINE
CU504
A1
CU502
A1
ELEC DUCTBANK
LEGEND
SAN
W
G
SD
DB DRAIN BASIN
DB
DB
DB
12" CHDPE
6" CHDPE
15" CHDPE
6" CHDPE
15" CHDPE
CONTRACTOR WORK LIMITS
BID OPTION 3
NORTH PARKING
LOT WORK
UE
BID OPTION 3
NORTH PARKING
LOT WORK
SEE
NOTE 4
24" x 38" RCEP
6" CHDPE
6" CHDPE
SEE NOTE 4
15" CHDPE
DB
11 December 2020
CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATIONARIMS: 200A Disposition: Maintain for 15 yrs after construction
W
2Q R
R
_P la ns _V ol _I
3o f3 )-0
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
SD
SD SD
SD
S D
S D
S D
S D
S D
C O
M M
C O
M M
C
O
M
M
C
O
M
M
S D
S D
S D
S D
S
D
C B
C B
C B
E
S T
S T
F H
F H
E M
E M
DROP BOX INLET
RIM ELEV.: 448.18'
F.L. IN (N): 445.37'
F.L. IN (E): 445.06'
F.L. OUT (W): 444.76'
STORM MANHOLE
RIM ELEV.: 447.12'
F.L. IN(W):445.62'
F.L. IN(S): 445.63'
F.L. OUT(N):445.71'
STORM MANHOLE
RIM ELEV.: 447.41'
F.L. OUT (N): 445.91'
F.L. IN (W): 445.86'
18" CMP
I.E. ELEV.:
445.43'
18" CMP
I.E. ELEV.: 447.02'
18" CMP
I.E. ELEV.: 445.92'
C
M P
12"RCP
S M
A S
H E
D
12"RCP
O.E. ELEV.: 446.88'
CP#3
C O
M M
C O
M
M
C O
M M
C O
M
M
C O
M M
C O
M M
C O
M
M
LP
DROP BOX INLET
RIM ELEV.: 447.90'
F.L. IN (E): 444.97'
F.L. OUT (W): 444.75'
DROP BOX INLET
RIM ELEV.: 447.41'
F.L. IN (S): 445.71'
F.L. OUT (E): 445.41'
E
E
C O
M M
C
O
M
M
C
O
M
M
C O
M
M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M
M
C O
M M
C O
M M
C O
M M
C O
M
M
C O
M M
C O
M
M
C
O
M
M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
W
WWWW
W
W
W
W W
W W
W
W W
W W
W
S A
N
E
E
E
E
E
E
E
E
E
W W
S D
S D
S D
SD
SD
SD SD
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
U E
D E
S I G
N E
D
B
Y
M A
R K
D E
S C
R I P
T I O
N D
A T
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
F I
M
E
S I Z
E
P L O
T
S
C A
L E
P
L O
T
D
A T
E
I S
S U
E
D
A T
E
P R
O J E
C O
N T
R A
A
W I N
G
C
O D
E
X
S O
L I C
I T
A T
I O
N
N
O
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
L O
U I S
V I L
S
T R
I C
T
L O
U I S
V I L L E
K
E N
T U
C K
Y
W
A R
D
P
A R
K W
A Y
K
A N
S A
S
C
I T
Y
M
O
US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
P R
O J E
K
R S
M
S C
O T
T
A
R
S
E
I L L I N
O I S
J O
I N
T
O
P E
R A
T I O
S
S I O
N
P
L A
N N
I N
G
C
E N
T E
R
J O
M P
C
O
W N
C E
R T
I F
I E
D
F
I N
S
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D
1 753 92 864 10
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B
C
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E
F
G
C
E R
T I F
I E
D
F
I N
A L
I S
S U
D
D E
C
V D
Y D
CU103
M S
C H
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Z:\CLIENTS\ANF\USCOE\LRL\115822_SCOTTJOMPC\DESIGN\CIVIL\SHEETS\115822CU101.DWG 10/20/2020 12:56 PM BHEADY
A1
UTILITY PLAN 3
SCALE: AS SHOWN
N
C O
C O
C O
C O
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
F H
F H
F H
F H
F H
F H
F H
E
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
M
A
P
L
E
N
KEY PLAN
NOT TO SCALE
M A
T C
H L I N
E
S
F
N
T I N
U A
T I O
N
MATCHLINE: SEE CU102 FOR CONTINUATION
20' 40'0
NOTES:
1. SEE GENERAL NOTES ON GC005 - GC007.
2. FOR STORM DRAINAGE STRUCTURE
INFORMATION, SEE GRADING DRAWINGS.
3. SEE ELECTRICAL AND
TELECOMMUNICATION DRAWING FOR
ADDITIONAL INFORMATION.
S
W
A G
N E
R
18" RCP
B U
C H
R
E E
T
FH
SSMH
CO
SANITARY MANHOLE
DROP INLET
FIRE HYDRANT
CLEAN OUT
STORM DRAIN
GAS LINE
WATER LINE VALVE
SANITARY SEWER LINE
WATER LINE
CU504
A1
CU502
A1
ELEC DUCTBANK
LEGEND
SAN
W
G
SD
BID OPTION 3:
NORTH PARKING LOT
CONTRACTOR WORK LIMITS
BID OPTION 3
NORTH PARKING
LOT WORK
BID OPTION 4:
PARKING FULL
DEPTH ASPHALT
WORK
UE
SEE NOTE 3
15" RCP
11 December 2020
CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATIONARIMS: 200A Disposition: Maintain for 15 yrs after construction
W
2Q R
R
_P la ns _V ol _I
3o f3 )-0
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
SD
S D
S D
S D
SD
SD
SD
S D
S D
S D
S A
N
S A
N
SD
SD
SD
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N
C B
C B
C B
C B
C B
C B
S T
S T
S T
S
D
STORM MANHOLE
CAN'T OPEN
E
E
C
M P
12" PVC
S
D
LP
24" SMASHED
18" CMP
C B
SD
SD
SD
24" PVC
C
M
P
CP#5
CURB BOX INLET
RIM ELEV.: 442.97'
F.L. IN (W): 440.27'
F.L. IN (N): 440.23'
F.L. OUT(S): 440.17'
CURB BOX INLET
RIM ELEV.: 442.67'
F.L. IN(N): 440.63'
F.L. OUT(S): 440.42'
DROP BOX INLET
RIM ELEV.: 442.38'
F.L. (E)(S)ELEV.: 439.98'
STORM MANHOLE
RIM ELEV.: 444.57'
F.L. IN (N): 440.27'
F.L. IN(W): 440.37'
F.L.IN(E):440.47'
F.L. OUT (S): 439.57'
CURB BOX INLET
RIM ELEV.: 443.47'
F.L. OUT(W): 440.57'
12"PVC
CURB BOX INLET
RIM ELEV.: 443.61'
F.L. OUT(E): 440.61'
DROP BOX INLET
RIM ELEV.: 443.24'
F.L. IN (N): 440.34'
F.L. IN(S): 440.45'
F.L. IN(E): 439.64'
F.L. OUT(W): 439.32'
CURB BOX INLET
RIM ELEV.: 443.12'
F.L. OUT (SE): 441.07'
12" CPP
STORM MANHOLE
RIM ELEV.: 442.95'
F.L. IN(N): 439.63'
F.L. OUT(S): 439.60'
P
V C
24" PVC
STORM MANHOLE
RIM ELEV.: 442.97'
F.L. IN(N): 439.91'
F.L. OUT(S): 439.88'
F.L. OUT(E): 439.88'
12" CPP
C
O
M
M
C O
M
M
COM
M
COMM
COMM
COMM
COMM
COMM
COMM
CO
M
M
C O
M M
COMM
COMM
C
O
M
M
COMM
COMM
COMMCOMM
COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
W W
W W
W W
W W
W W
W W
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S
D
E E
E E
E E
E
E
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
SAN SAN SAN SAN SAN SAN SAN SAN SAN
W
SD SD
SAN SAN SAN SAN SAN
S D
S D
S D
S D
S D
SD
SD
S D
S D
SD
S D
S D
S D
S D
S D
S D
SD SD
S
D
S D
S D
S D
S D
W
W W
W W
W W
W W
W
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
0+001+002+003+00
EX SSMH1
INV IN = 436.70 (8" SS N)
INV OUT = 435.48 (8" SS E)
N 683676.00
E 2382769.38
RIM = 444.57
MH
U E
U E
E 2382783.16
N 683757.06
E 2382747.08
FIRE HYDRANT
N 683757.06
E 2382783.16
N 683695.29
E 2382783.16
CONNECT TO
EXISTING
WATER LINE
N 683602.57
E 2382632.48
FIRE HYDRANT
N 683678.71
E 2382632.48
N 683695.29
MH
SSCO-1
INV IN = 440.52 (6" SS W)
INV OUT = 440.52 (6" SS S)
N 684047.33
E 2382769.57
RIM = 440.89
SSMH1
INV IN = 439.12 (6" SS N)
INV IN = 440.65 (6" SS W)
INV OUT = 439.00 (8" SS S)
N 683906.78
E 2382769.52
RIM = 447.96
D E
S I G
N E
D
B
Y
M A
R K
D E
S C
R I P
T I O
N D
A T
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
F I
M
E
S I Z
E
P L O
T
S
C A
L E
P
L O
T
D
A T
E
I S
S U
E
D
A T
E
P R
O J E
C O
N T
R A
A
W I N
G
C
O D
E
X
S O
L I C
I T
A T
I O
N
N
O
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
L O
U I S
V I L
S
T R
I C
T
L O
U I S
V I L L E
K
E N
T U
C K
Y
W
A R
D
P
A R
K W
A Y
K
A N
S A
S
C
I T
Y
M
O
US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
P R
O J E
K
R S
M
S C
O T
T
A
R
S
E
I L L I N
O I S
J O
I N
T
O
P E
R A
T I O
S
S I O
N
P
L A
N N
I N
G
C
E N
T E
R
J O
M P
C
O
W N
C E
R T
I F
I E
D
F
I N
S
S U
D
1 753 92 864 10
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A L
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D E
C
V D
Y D
CU105
M S
C H
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A H
L O
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I L I T
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Z:\CLIENTS\ANF\USCOE\LRL\115822_SCOTTJOMPC\DESIGN\CIVIL\SHEETS\115822CU101.DWG 10/20/2020 12:56 PM BHEADY
A1
UTILITY PLAN 5
SCALE: AS SHOWN
N
C O
C O
C O
C O
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
F H
F H
F H
F H
F H
F H
F H
E
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
E M
M
A
P
L
E
N
KEY PLAN
NOT TO SCALE
MATCHLINE: SEE CU106 FOR CONTINUATION
M A
T C
H L I N
E
S
F
N
T I N
U A
T I O
N
M A
T C
H L I N
E
S
F
N
T I N
U A
T I O
N
20' 40'0
FH
SSMH
CO
SANITARY MANHOLE
DROP INLET
FIRE HYDRANT
CLEAN OUT
STORM DRAIN
GAS LINE
WATER LINE VALVE
SANITARY SEWER LINE
WATER LINE
CU504
A1
CU502
A1
ELEC DUCTBANK
LEGEND
NOTES:
S
W
A G
N E
R
1. SEE GENERAL NOTES ON GC005 - GC007.
2. ALL MATERIAL AND PROCEDURES
ASSOCIATED WITH THE WATERLINE SHALL
BE COORDINATED AND APPROVED BY
AMERICAN WATER (618) 744-9631.
3. FOR STORM DRAINAGE STRUCTURE
INFORMATION, SEE GRADING DRAWINGS.
4. SEE ELECTRICAL AND
TELECOMMUNICATION DRAWINGS FOR
ADDITIONAL INFORMATION.
SEE NOTE 2
8" SSWR
SEE PROFILE ON
DRAWING CU201
6" SSWR
INV. 440.75
12" RCP
12" RCP
12" RCP
8" W
6" W
6" W
SAN
W
G
SD
CONTRACTOR WORK LIMITS
34" x 53"
RCEP
UE
6" SSWR
SEE PROFILE ON
DRAWING CU201
8" CHDPE
6" CHDPE
12" CHDPE
12" RCP
6" SSWR
INV. 440.75
11 December 2020
CONTROLLED UNCLASSIFIED INFORMATION
CONTROLLED UNCLASSIFIED INFORMATIONARIMS: 200A Disposition: Maintain for 15 yrs after construction
W
2Q R
R
_P la ns _V ol _I
3o f3 )-0
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
S A
N S
A N
C B
C B
E
S T
S T
F H
S T
P
V C
P
V C
P
V C
P
V C
P
V C
LP
S D
S D
S D
S D
S D
S D
S D
STORM MANHOLE
RIM ELEV.: 442.44'
FL OUT (N): 440.74'
STORM MANHOLE
RIM ELEV.: 443.85'
F.L. ELEV.: 440.65'
CURB BOX INLET
RIM ELEV.: 443.30'
FL IN (E): 440.38'
FL IN (S): 438.10'
FL OUT (W): 440.35'
STORM MANHOLE
RIM ELEV.: 442.63'
FL IN (SW): 440.58'
FL OUT (N): 438.33'
STORM MANHOLE
RIM ELEV.: 442.48'
F.L. OUT(S): 440.88'
8"PVC
E
E
E
E
E
E
E
E
E
E
E
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W
S D
S D
S D
S D
S D
S D
S D
S D
S D
S
D
S
D
S D
S D
S D
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
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
SD SD SD
SD
S
D
SD SD
SD SD
S D
S D
G
G G
G G
G G
G G G G G
G G
G
G
G G
G G
S D
S D
S
D
S
D
S
D
S
D
S
D
S
D
S D
S
D
S
D
S
D
S
D
S
D
SD SD SD SD SD SD
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
SD SD
S
A
N
S
A
N
S
A
N
S
A
N
W
6" W
U
E
U
E
U
E
MH
U E
U E
U E
U E
UE UE UE UE UE UE
U E
U E
U E
U E
UE
UE
UE
UE
UE
UE
UE
U
E
UE
U E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
Y4
L1-13
Y4
L1-13
U
E
U
E
U
E
U
E
U
E
U
E
U
E
U
E
UE
E 2382516.42
N 683789.89
E 2382396.23
N 683789.89
E 2382396.23
CONNECT TO
EXISTING
WATER LINE
N 683599.55
E 2382387.45
FIRE HYDRANT
N 683805.26
MH-02MH-07MH-08
INLET-20
MH-03
COMM
COMM
COMM
COMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
MH COMM
SSI
INV OUT = 439.81 (8" SS SW)
N 683767.71
E 2382557.65
RIM = 446.86
D E
S I G
N E
D
B
Y
M A
R K
D E
S C
R I P
T I O
N D
A T
E
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
F I
M
E
S I Z
E
P L O
T
S
C A
L E
P
L O
T
D
A T
E
I S
S U
E
D
A T
E
P R
O J E
C O
N T
R A
A
W I N
G
C
O D
E
X
S O
L I C
I T
A T
I O
N
N
O
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
L O
U I S
V I L
S
T R
I C
T
L O
U I S
V I L L E
K
E N
T U
C K
Y
W
A R
D
P
A R
K W
A Y
K
A N
S A
S
C
I T
Y
M
O
US ARMY CORPS
OF ENGINEERS
LOUISVILLE DISTRICT
SHEET ID
P R
O J E
K
R S
M
S C
O T
T
A
R
S
E
I L L I N
O I S
J O
I N
T
O
P E
R A
T I O
S
S I O
N
P
L A
N N
I N
G
C
E N
T E
R
J O
M P
C
O
W N
C E
R T
I F
I E
D
F
I N
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1 753 92 864 10
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D E
C
V D
Y D
CU106
M S
C H
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A H
L O
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I L I T
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Z:\CLIENTS\ANF\USCOE\LRL\115822_SCOTTJOMPC\DESIGN\CIVIL\SHEETS\115822CU101.DWG 10/20/2020 12:56 PM BHEADY
A1
UTILITY PLAN 6
SCALE: AS SHOWN
N
C O
C O
C O
C O
E
E E
E
E
E
E
E
E
E
E
E
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