W912QR25R0052_Plans-0001.pdf
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- DTA Manned/Unmanned Tactical Vehicle Lab
- Solicitation number
- W912QR25R0052
About this file
These documents are design and engineering plans for the Manned/Unmanned Tactical Vehicle Lab at the Detroit Arsenal, prepared by the U.S. Army Corps of Engineers Louisville District. The comprehensive set of plans spans multiple volumes and includes detailed architectural, structural, electrical, mechanical, and site utility drawings for a 31,800 square foot research and development facility.
The plans cover critical aspects of the project, including site grading, erosion control, utility infrastructure, power distribution, lighting, telecommunications, and building systems. Key design elements include a high bay area for research test beds, bridge cranes, control and observation rooms, administrative spaces, vehicle access areas, and specialized foundations with vibration-isolation and seismic mass considerations. The project is scheduled for completion in fiscal year 2025, with the certified final submittal dated September 20, 2024, and drawings revised through amendment 0001 on May 29, 2025.
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SHEET ID
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SHEET LIST - VOLUME 1
SHEET
NUMBER SHEET NAME REV DATE
GENERAL
G-001.1 COVER SHEET - VOLUME 1
G-002.1 SHEET INDEX - VOLUME 1 1 05/29/2025
G-003 GENERAL NOTES, ABBREVIATIONS
G-004 CODE ANALYSIS
G-005 FPLS CODE REVIEW FORM
G-101 CODE COMPLIANCE SITE PLAN
G-102 LIFE SAFETY PLAN
G-103 FIRE BARRIER DETAIL
CIVIL
GI101 PROJECT LOCATION MAPS
GC101 HAUL ROUTE PLAN
GC102 PROPOSED PROJECT STAGING AREAS AND FENCING
GR101 SITE PHOTO LOCATIONS
GR102 SITE PHOTOS
VF101 OVERALL EXISTING CONDITIONS PLAN
VF102 EXISTING CONDITIONS PLAN
VF103 EXISTING CONDITIONS PLAN
VF104 SURVEY CONTROL PLAN
VF601 EXISTING STORM AND SANITARY STRUCTURE TABLES
VS101 STAKING PLAN
BB101 BORING PLAN
BB102 BORING LOGS
BB103 BORING LOGS
BB104 BORING LOSS
BB105 BORING LOGS
CD101 OVERALL SITE DEMOLITION PLAN
CD102 SITE DEMOLITION PLAN
CD103 SITE DEMOLITION PLAN
CS101 AERIAL SITE PLAN
CG101 OVERALL SITE GRADING PLAN 1 05/29/2025
CG102 SITE GRADING PLAN 1 05/29/2025
CG103 SITE GRADING PROFILES 1 05/29/2025
CG104 STORMWATER DRY POND PLAN AND PROFILE 1 05/29/2025
CG105 OVERALL EROSION CONTROL PLAN 1 05/29/2025
CG106 EROSION CONTROL PLAN 1 05/29/2025
CG501 EROSION CONTROL DETAILS
CG502 EROSION CONTROL DETAILS
CG503 EROSION CONTROL DETAILS
CG504 EROSION CONTROL DETAILS
CG505 EROSION CONTROL DETAILS 1 05/29/2025
CG601 STORMWATER CALCULATIONS 1 05/29/2025
CP101 OVERALL SITE PLAN
CP102 SITE PLAN 1 05/29/2025
CP103 SITE PLAN
CP501 SITE DETAILS
CP502 SITE DETAILS
CU101 OVERALL SITE UTILITY PLAN 1 05/29/2025
CU102 SITE UTILITY PLAN 1 05/29/2025
CU121 SANITARY SEWER PLAN AND PROFILE 1 05/29/2025
CU141 STORM DRAIN PLAN AND PROFILE 1 05/29/2025
CU142 STORM DRAIN PLAN AND PROFILE 1 05/29/2025
CU501 SITE UTILITY DETAILS
CU502 SITE UTILITY DETAILS 1 05/29/2025
CU503 SITE UTILITY DETAILS
LS101 LANDSCAPE SITE PLAN
LS501 LANDSCAPE DETAILS
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FFE = 618.49
BB
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FFE = 618.18
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618.48
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618.41
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FF=
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FF=
617.99
FF=
617.98
FF=
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FF=
618.46
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618.49
LADDER
ELECTRIC MH
RIM=616.96
ELECTRIC MH
RIM=617.50
TRANSFORMER
CONCRETE PAD
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CONCRETE PAD
TRANSFORMER
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ELECTRIC
MH
RIM=617.10
ELECTRICBOX
ACCESS
PANEL
ELECTRIC MH
RIM=617.67
ELECTRIC MH
RIM=617.54
ELECTRIC MH
RIM=617.54
TRANSFORMER
CONCRETE PAD
TRANSFORMER
CONCRETE PAD
M.H.
RIM=616.98
FULL/WATER
CB-1
CB-15
CB-18
CB-19
CB-44
CB-31
CB-4
C.O.
MH-17
MH-16
SS MH-5
SS MH-1206
SS MH-1207
SS MH-1208
MH-39
MH-37
MH-38MH-41
MH-6
MH-10 MH-8
MH-2
MH-23
MH-25
CB-36
CB-40
CB-33
CB-22
MH-26
CB-13CB-9
CB-11
CB-5
CB-3
C.O.
MH-42
CB-12
SS M-4
CB-35
MH-21
CB-20
CB-34
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5+00 5+19.98
10+00 11+00 12+00 13+00
14+00 14+32.80
WEST GRADING PROFILE,
(SEE CG103)
EAST GRADING PROFILE
(SEE CG103)
STORMWATER
DRY POND
(SEE CG104)
BLDG 200D
TACTICAL VEHICLE LAB
FFE = 618.49
BLDG 200C 1+00 1+73.68
+0
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13+77.49
STORMWATER DRY
POND PROFILE
(SEE CG104)
STORMWATER DRY POND SECTION
(SEE CG104)
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TACTICAL VEHICLE LAB
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SI
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SI
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FF=
618.54
FF=
618.46
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ACCESS
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ELECTRIC MH
RIM=617.54
ELECTRIC MH
RIM=617.54
TRANSFORMER
CONCRETE PAD
TRANSFORMER
CONCRETE PAD
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MH-37
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618.18
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617.82
617.82
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617.82
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617.64
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618.18
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617.82
617.91
617.51
617.28
617.00
617.55
617.55
616.50
617.65
617.55 617.45
617.40617.47
617.64
617.60
617.54
617.57
617.67
617.34
617.66
619.05
619.11
618.95
618.73
617.35
617.25
617.45 617.50
617.82618.06
618.43
618.43 618.49
618.25
618.49
617.83
617.54
617.50
617.43
617.41
617.46
617.24
617.30
617.61617.61
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618.13
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618.06
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616.57
617.50
616.83
617.16
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618.41
618.04
617.67
617.47
617.35
617.69
617.78 617.46
617.18
617.80
618.22 618.22
617.80
618.16
618.15
618.15
617.60
618.16
617.97618.18 618.21618.06
618.06
618.22
617.68
618.22618.06 618.06
618.06
618.12
618.21618.12
618.06618.18 618.18
618.18
617.83
618.15
617.10
617.87 617.87
618.14
617.78
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617.42
618.05
617.14 617.28
617.23
617.24
617.17
617.03
617.50
617.52
617.73
617.08
617.15
617.49
617.87
617.95617.63
617.63617.82
617.22
617.95
617.95
617.48
617.81
617.29
617.19
617.24
618.35 618.34
618.60
617.45
617.30
617.70
617.91
618.39
617.50
617.21
617.66
617.57
617.53
617.50
617.46
617.38
617.43
617.66
617.59
617.51
617.43
617.82
617.82
617.36
617.41
617.45
617.43
617.34
617.64
617.50
617.28
WEST
GRADING
PROFILE,
(SEE CG103)
EAST
GRADING
PROFILE
(SEE CG103)
617.00
616.00
617.37
613.11
616.87
617.61 617.17
618.01
617.20
612.50
617.87
612.86
-2 3.
-2.52%
-1 .7
0%
-1.67%
-1.80%
-3.32%
-0 .8
4%
-3 .1
9%
-8 .7
0%
-1 7.
-4 .9
6%
STORMWATER DRY POND
(SEE CG104)
617.74
617.67
617.62
617.62
617.44
617.37
617.29
617.21
617.18
617.19
617.26
617.35
617.44
617.53
617.62
617.38 617.28
617.19 617.09
616.99 616.89
616.83 616.90
616.96
617.11
617.18
617.28
617.39
617.49
617.53
617.69
617.66
617.63
617.92
617.89
617.59
617.85
617.83
617.52 617.55
617.27 617.31
617.36 617.40
617.49
617.65
617.66
617.67 617.62
617.57 617.56
617.58 617.61
617.64
617.67 617.68617.57
617.96
617.44
-2 .8
8%
-1 .2
0%
-2.20%
-3 .4
2%
-1 .1
2%
611612613614
615.00
615.00
617.69
619.11
SHEET ID
D
ES
IG
N
B Y:
D R
AW
N
B Y:
C H
EC
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D B
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SU
BM
IT
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D B
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U .S
. A R
M Y
C O
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D
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TR
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D
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LA
B
FY
P2
# 5
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
B
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N N
O
C O
N
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N O
SI
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AN
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F
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A.
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C R
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KO
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M . B
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TL
ER
KEY PLAN
US Army Corps of Engineers
SI
TE
G R
AD
IN
G P
LA
N
CG102
EXISTING CONTOUR LINES
PROPOSED CONTOUR LINES
GRADING LIMITS
FINISHED / PROPOSED SPOT ELEVATION
FINISHED / PROPOSED SLOPE
xxx.x xxx.x xxx(.xx) xxx(.xx)
XXX.XX
2%
3:1
SHEET LEGEND
GENERAL SHEET NOTES
1. FOR SITE PROFILES, SEE CG103.
2. FOR POND PROFILES, SEE CG104.
20' 40'0
TR
U
E N
O R
TH
SCALE: 1"=20'-0"
SITE GRADING PLANA1
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
/2 9/
W
2Q R
R
_P la ns -0
1+00 2+00 3+00 4+00 5+00 5+22
7.
7.
8.
7.
6.
7.
6.
8.
2+00
5.
8.
3.
7.
2.
7.
2.
7.
3+00
2.
7.
4.
6.
7.
6.
5.
6.
4+00
1.
6.
1.
7.
1.
7.
7.
7.
5+00
-4.73%
-0.91% 13.64% -25.00% 25.00%
7.53%
-4.79%
6" DRAIN TILE
EXISTING GRADE
FINISHED GRADE
-3.22%
10+00 11+00 12+00 13+00 14+00 14+37
7.
7.
7.
7.
7.
7.
7.
7.
11+00
7.
7.
7.
7.
7.
7.
7.
7.
12+00
7.
7.
7.
7.
7.
7.
7.
7.
13+00
7.
6.
7.
6.
4.
6.
3.
7.
14+00
7.
-3.31% -16.21% 25.00%
6.21%-6.92% 2.79% 0.40% -0.00% -0.60% 0.01% 0.70% -0.15% -0.07% -5.18%
FINISHED GRADE
EXISTING GRADE
SHEET ID
D
ES
IG
N
B Y:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
SU
BM
IT
TE
D B
Y:
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
D
R M
AR
TI
N L
U
TH
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J
R P
L
LO
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VI
LL
E, K
EN
TU
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KY
A
DE
TR
OI
T
AR
SE
NA
L, MI
CH
IG
AN
MA
NN
ED
/ U
NM
AN
NE
D
TA
CT
IC
AL
V
EH
IC
LE
LA
B
FY
P2
# 5
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
B
C
D
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F
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SU
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SO
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C
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AT
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N N
O
C O
N
TR
AC
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N O
SI
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AN
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D
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FI
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F
IN
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BM
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TA
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A.
A
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SO
N
C . J
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ES
SE
PT
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R
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P R
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C T
N O
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0-
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M
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D
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C R
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D
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ER
US Army Corps of Engineers
SI
TE
G R
AD
IN
G P
R O
FI
LE
S
CG103
GENERAL SHEET NOTES
10' 20'0 V
KEY PLAN
1. FOR SITE PROFILES, SEE CG103.
2. FOR POND PROFILES, SEE CG104.
20' 40'0SCALE: H 1"=20'-0" V 1"=10'-0"
EAST GRADING PROFILEK1
H
10' 20'0 V
20' 40'0SCALE: H 1"=20'-0" V 1"=10'-0"
WEST GRADING PROFILEE1
H
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
/2 9/
W
2Q R
R
_P la ns -0
BRADLEY DRIVE
SIDEWALK
SIDEWALK
STO
P
STO
P
ST
O
P
STOP
A C
C E
S S
P A
N E
L
E
LE
C
TR
IC
M
H R
IM
=617.67
E
LE
C
TR
IC
M
H R
IM
=617.54
C B
-3
M H
-3
M H
-3
M H
-2
C B
-2
54"SD
54"S D
15"S D
12"SD
18"S D
18"S D
54"S D
"S
D
24"SD
24"SD
"S
D
S S
M -4
4"SD
M H
-21
8.1
7.8
C
C
C
C
C
C
C
H H
G
G
G
G
G
G
E E
E E
E E
E E
E E
E E
E
E
WWWWWWW
W
W V
W V
C B
CBCB
1+
1+
.6
7.4
617.40
7.6
7.5
7.5
7.2
7.4
7.4
617.41
7.2
4 61 7.6
7.6
-25.00% -25.00%
-24.98%
-2 5.
-6.52%
-25.00%
-2 .2
4%
-2.23%
-4.88%
-2.66% 438 SF
CONF. ROOM
293 SF
CONF. ROOM
145 SF
COMM
83 SF
VESTIBULE
248 SF
DIV. CHIEF
249 SF
DIV. CHIEF
163 SF
COPY RM
1266 SF
STORAGE AREA
10+00
11+00 12+00
13+00
GAS CROSSING
WATER CROSSING
POWER CROSSING
STORM
CROSSING
F8
CU502
J9
CU503
STORMWATER DRY POND
STORMWATER DRY POND PROFILE LINE
DRY POND SECTION LINE
AE-2
D-1
AE-6
D-2AE-1
CB-3
24 LF OF 6" PVC ROOF DRAIN @ 1.00%
BLDG INV = 615.49
END INV = 615.25
(SEE PLUMBING FOR CONTINUATION AT BLDG)
-2 5.
-2 5.
-2 5.0
0%
6+00
STORM DRAIN 4
ALIGNMENT
H1
CU502
1+00 1+75
6.
7.
1+00
6.
3.
7.
6.
1+75
EXISTING GRADE
BASIN BOTTOM
10+00 11+00 12+00 13+00 14+00 14+12
8.
10+00
7.
7.
7.
7.
7.
5.
11+00
7.
2.
7.
2.
6.
2.
7.
2.
12+00
7.
4.
7.
2.
7.
1.
7.
1.
13+00
7.
1.
7.
1.
7.
7.
14+00 14+12
EXISTING GRADE
BASIN BOTTOM
100-YEAR EL = 616.38
EX
C
B-
R
IM
=6
.8
" I
N V
E=
8.
" I
N V
N =6
.4
" I N
V N
E=
0.
" I
N V
S=
4.
" I
N V
W =6
.5
248 LF OF 30.0 INCH RCP PIPE @ 0.40%
D -1
R
IM
=6
.3
" I
N V
W =6
.0
6+00 6+63
7.
5.
7.
2.
D -2
R
IM
=6
.0
" I
N V
E=
2.
44 LF OF 15 INCH CLASS IV RCP @ 1.14%
AE-6
15" INV W=612.00
EXISTING GRADE
FINISH
GRADE
SHEET ID
D
ES
IG
N
B Y:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
SU
BM
IT
TE
D B
Y:
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
D
R M
AR
TI
N L
U
TH
ER
J
R P
L
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
A
DE
TR
OI
T
AR
SE
NA
L, MI
CH
IG
AN
MA
NN
ED
/ U
NM
AN
NE
D
TA
CT
IC
AL
V
EH
IC
LE
LA
B
FY
P2
# 5
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
B
C
D
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F
G
H
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P at h:
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\5
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4.
D W
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/2
3/
IS
SU
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AT
E:
SO
LI
C
IT
AT
IO
N N
O
C O
N
TR
AC
T
N O
SI
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AN
SI
D
C
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TI
FI
ED
F
IN
AL
S U
BM
IT
TA
L
A.
A
N D
ER
SO
N
C . J
O N
ES
SE
PT
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BE
R
0, M &H
P R
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C T
N O
R
0-
.0
M
AR
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D
ES
C R
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TI
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D
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A.
S
KO
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TL
ER
US Army Corps of Engineers
ST
O
R M
W
AT
ER
D
R Y
PO
N
D P
LA
N
A N
D P
R O
FI
LE
CG104
FIRE HYDRANT
SANITARY SEWER MANHOLE
STORM CATCH BASIN
STORMWATER OVERFLOW STRUCTURE
HANDHOLE
WATER VALVE
GAS
ELECTRIC, UNDERGROUND
SANITARY SEWER
STORM DRAIN
COMMUNICATIONS LINE
WATER
CONTRACTOR WORK LIMIT
S
CB
CB
HH
W V
G
E E
SS
SD
C
W
TRUE
NORTH
SHEET LEGEND
GENERAL SHEET NOTES
KEY PLAN
1. FOR SITE PROFILES, SEE CG103.
2. FOR POND PROFILES, SEE CG104.
20' 40'0SCALE 1"=20'-0"
STORMWATER DRY POND PLANH1
SCALE: H 1"=20'-0" V 1"=10'-0"
STORMWATER DRY POND SECTIONA7
10' 20'0 V
20' 40'0SCALE: H 1"=20'-0" V 1"=10'-0"
STORMWATER DRY POND PROFILED1
H
20' 40'0 H
10' 20'0 V
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
/2 9/
SCALE: H 1"=20'-0" V 1"=10'-0"
STORMWATER DRY POND SECTIONA1 20' 40'0
H 10' 20'0
V
W
2Q R
R
_P la ns -0
STOP STOP
STOP
ST
O
P
ST
O P
STO
P
LADDER
METAL
OVERHANG
LADDER
ELECTRIC MH
RIM=616.96
ELECTRIC MH
RIM=617.50
TRANSFORMER
CONCRETE PAD
ELECTRICBOX
CONCRETE PAD
TRANSFORMER
CONCRETE PADELECTRICBOX
ELECTRIC
MH
RIM=617.10
ELECTRICBOX
ACCESS
PANEL
ELECTRIC MH
RIM=617.67
ELECTRIC MH
RIM=617.54
ELECTRIC MH
RIM=617.54
TRANSFORMER
CONCRETE PAD
TRANSFORMER
CONCRETE PAD
M.H.
RIM=616.98
FULL/WATER
CB-1
CB-15
CB-18
CB-19
CB-44
CB-31
CB-4
C.O.
MH-17
MH-16
SS MH-5
SS MH-1206
SS MH-1207
SS MH-1208
MH-39
MH-37
MH-38MH-41
MH-6
MH-10 MH-8
MH-2
MH-23
MH-25
CB-36
CB-40
CB-33
CB-22
MH-26
CB-13CB-9
CB-11
CB-5
CB-3
C.O.
MH-42
CB-12
SS M-4
CB-35
MH-21
CB-20
CB-34
SF
C O
N F.
R O
O M
SF
C O
N F.
R O
O M
SF
C O
M M
SF
BR
EA
K R
M
S
F
VE
ST
IB
U
LE
SF
D
IV
. C H
IE
F
SF
D
IV
H
EA
D
SF
D
IV
H
EA
D
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
SF
D
IV
. C H
IE
F
SF
D
IV
C H
IE
F
SF
D
IV
C H
IE
F
SF
D
IV
H
EA
D
SF
FI
R
E
PU
M P
S
F
VE
ST
IB
U
LE
S F
C O
R R
ID
O
R
2B
SF
W O
M
EN
S
F
VE
ST
SF
JA
N
C
LO
SE
T
S
F
VE
ST
SF
M
EN 14
SF
N U
R
SI
N G
M O
TH
ER
SF
EL
EC
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
SF
C O
PY
R
M
SF
C O
M M
S F
ST
O
R
AG
E A
R
EA
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
3 17
SF
D
IV
C H
IE
F
SF
D
IV
C H
IE
F
SF
C O
PY
R
O O
M
SF
BR
AN
C H
C H
IE
F
SF
D
IV
C H
IE
F
SF
BR
AN
C H
C H
IE
F
S F
O
PE
N O
FF
IC
E
S F
O
PE
N O
FF
IC
E
SF
M
EC
H
SF
EL
EC
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
S
F
LO
C
KE
R
S
7A
SF
C O
R R
ID
O
R
2A
SF
C O
R R
ID
O
R
7B
SF
C O
R R
ID
O
R
7C
TACTICAL VEHICLE LAB
FFE = 618.49
BB
B B
BB
B B
B B
CONNECTOR
FFE = 618.18
61761861
615 611612613614616617
HH
SD
SD
SD
SD
CB
CB SD SD
PIV
S
W V
W V
FDC
W V
W V
CB
CB
CB
CB
SD
SD
SD
C B
W M
HH
CO
SD
SD
SD
CO
CB
SD
SD
SD
C B
BR
AD
LE
Y
D R
IV
E
CONCRETE
APRON
EISENHOWER DRIVE
SI
D
EW
AL
K
SI
D
EW
AL
K
H16
CG504
H16
CG504
H16
CG504
H16
CG504
H16
CG504
H16
CG504
H16
CG504
H1
CG503
H1
CG504
H1
CG503
H1
CG503
STORMWATER
DRY POND
SSS
S
SS
H1
CG503
A1
CG503
BLDG 200D
TACTICAL VEHICLE LAB
FFE = 618.49
BLDG 200C
STABILIZED CONSTRUCTION ENTRANCE
FILTER ROLL
8 S
S S
S
H1
CG503
S S S
S
H16
CG504
H16
CG504
SILT FENCE
MULCH BLANKETH1
CG502
H1
CG505
SHEET ID
D
ES
IG
N
B Y:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
SU
BM
IT
TE
D B
Y:
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
D
R M
AR
TI
N L
U
TH
ER
J
R P
L
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
A
DE
TR
OI
T
AR
SE
NA
L, MI
CH
IG
AN
MA
NN
ED
/ U
NM
AN
NE
D
TA
CT
IC
AL
V
EH
IC
LE
LA
B
FY
P2
# 5
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
B
C
D
E
F
G
H
J
K
L
M
N
P
Fi le
P at h:
X
:\3
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7.
\T
EC
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\C
AD
\5
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5.
D W
G Pl ot D at e:
/3
0/
IS
SU
E D
AT
E:
SO
LI
C
IT
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US Army Corps of Engineers
O
VE
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CG105
EROSION CONTROL NOTES
40' 80'0
TR
U
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SCALE: 1"=40'-0"
OVERALL EROSION CONTROL PLANA1
R
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IN
A C
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IT
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INLET PROTECTION H16/CG504
SILT FENCE H1/CG505
EXISTING CONTOUR LINES
PROPOSED CONTOUR LINES
FILTER ROLL A1/CG503
STABILIZED CONSTRUCTION ENTRANCE
H1/CG504
MULCH BLANKET H1/CG502
CONTRACTOR WORK LIMIT
xxx.x xxx.x xxx(.xx) xxx(.xx)
SSSSSSSSSSSSSSS
SHEET LEGEND
1. ALL WORK SHALL COMPLY WITH THE APPLICABLE SOIL EROSION AND
SEDIMENTATION CONTROL (SESC) RULES AND REGULATIONS (SOIL EROSION
AND SEDIMENTATION CONTROL – 1994 PA 451, PART 91, AS AMENDED, MCL
324.9101 ET SEQ.).
2. ALL EARTH CHANGES OF ONE ACRE OR MORE OR WITHIN 500 FEET OF
WATERS OF THE STATE REQUIRE A SESC PERMIT. IF A SESC PERMIT IS
REQUIRED THE PROFESSIONAL SERVICES CONTRACTOR (DESIGN
CONSULTANT) SHALL PREPARE AN SESC PLAN. THE SESC PLAN SHALL
ADDRESS BOTH WIND AND WATER EROSION AND SEDIMENTATION.
3. THE CONTRACTOR SHALL REVIEW THE DESIGN CONSULTANT’S SESC PLAN IN
ORDER TO PREPARE AND ISSUE FOR APPROVAL AN “SESC IMPLEMENTATION
PLAN”, WHICH INDICATES THE CONTRACTOR’S INTENDED IMPLEMENTATION OF
THE SESC PLAN FOR THE PROJECT, INCLUDING A SCHEDULE.
4. THE DTMB SESC PROGRAM, UPON APPROVAL OF THE IMPLEMENTATION PLAN,
WILL ISSUE THE CONTRACTOR AN “AUTHORIZATION TO PROCEED WITH EARTH
CHANGE”, WHICH IS TO BE POSTED AT THE JOB SITE. THIS DOCUMENT IS
ISSUED IN LIEU OF A PERMIT FROM THE COUNTY OR OTHER LOCAL
ENFORCING AGENCY.
5. THE CONTRACTOR SHALL IMPLEMENT SOIL EROSION AND SEDIMENTATION
CONTROL MEASURES AS REQUIRED BY THE PROJECT’S SESC PLAN, SESC
IMPLEMENTATION PLAN, DTMB’S SOIL EROSION AND SEDIMENTATION
CONTROL GUIDEBOOK, DATED FEBRUARY 2005, AND AS DIRECTED BY THE
PROFESSIONAL SERVICES CONTRACTOR, DTMB SESC INSPECTOR, AND/OR
DTMB PROJECT DIRECTOR. THE DTMB SESC INSPECTOR SHALL INSPECT THE
SITE WEEKLY AND AFTER SIGNIFICANT RAIN EVENTS.
6. THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION AND
SEDIMENTATION CONTROL MEASURES PRIOR TO OR UPON COMMENCEMENT
TO EARTHWORK ACTIVITIES.
7. THE CONTRACTOR WILL PERFORM SWEEPING AS NEEDED TO REMOVE ANY
SEDIMENT TRACKED OFF SITE. FREQUENCY OF SWEEPING WILL BE BASED ON
SITE CONDITIONS.
8. THE CONTRACTOR WILL PERFORM DUST CONTROL AS NEEDED BASED ON
SITE CONDITIONS.
9. DISTURBED AREAS THAT WILL REMAIN IDLE DURING CONSTRUCTION MUST BE
TEMPORARILY STABILIZED, INCLUDING SOIL STOCKPILES, USING DTMB SESC
BEST MANAGEMENT PRACTICES.
10. THE CONTRACTOR SHALL MAINTAIN AND INSPECT SESC MEASURES
THROUGHOUT THE COURSE OF THE PROJECT. RECOMMEND INSPECTING AND
MAINTAINING EROSION AND SEDIMENTATION CONTROLS ON A DAILY BASIS. AT
A MINIMUM, THE CONTRACTOR SHALL INSPECT AND MAINTAIN SESC
MEASURES ONCE A WEEK AND AFTER RAIN EVENTS.
11. THE CONTRACTOR SHALL CORRECT NON-CONFORMING SESC MEASURES
WITHIN 24 HOURS, IF WATERS OF THE STATE ARE BEING IMPACTED OR WITHIN
48 HOURS FOR ROUTINE MAINTENANCE ITEMS. OTHER SESC MAINTENANCE
SHALL BE COMPLETED AS SOON AS POSSIBLE BUT NEVER MORE THAN FIVE (5)
DAYS AFTER DETECTION.
12. THE CONTRACTOR SHALL COMPLETE PERMANENT SOIL EROSION CONTROL
MEASURES FOR ANY DISTURBED LAND AREA WITHIN 5 CALENDAR DAYS
AFTER FINAL GRADING OR THE FINAL EARTH CHANGE HAS BEEN COMPLETED.
THE CONTRACTOR SHALL MAINTAIN TEMPORARY CONTROL MEASURES UNTIL
PERMANENT SOIL EROSION CONTROL MEASURES ARE IN PLACE AND THE
AREA IS STABILIZED.
13. THE CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL
MEASURES AFTER PERMANENT SOIL EROSION MEASURES ARE IN PLACE AND
THE AREA IS STABILIZED. CARE SHALL BE TAKEN DURING REMOVAL TO
PREVENT SOIL EROSION AND SEDIMENTATION.
14. AFTER THE COMPLETION OF THE PROJECT, PERMANENT SESC MEASURES
WILL BE MAINTAINED BY THE PROPERTY OWNER.
15. STORMWATER DRY POND SHALL NOT BE PUT INTO USE UNTIL THE SITE IS
STABILIZED.
PROJECT SEQUENCE:
1) INSTALL INLET PROTECTION AND SEDIMENT LOG BARRIER.
2) PIPE DEMOLITION AND UTILITY INSTALLATION.
3) INSTALL INLET PROTECTION ON NEW INLETS.
4) REMOVE PAVEMENT, INSTALL STABILIZED CONSTRUCTION ENTRANCE, MASS
GRADING, AND INSTALLATION OF BUILDING FOUNDATION. TEMPORARY SEED
IF SITE IS LEFT MORE THAN 5 DAYS.
4) ROUGH GRADE.
5) FINISH GRADE SITE, INSTALLATION OF SEED AND MULCH BLANKET ON ALL
DISTURBED TURF AREAS.
6) INSTALL SEDIMENT LOG ON THE TOE OF THE SLOPE AND RIP RAP AT PIPE
OUTFALLS.
7) ONCE VEGETATION IS ESTABLISHED, REMOVE SEDIMENT LOGS, SILT FENCE,
INLET PROTECTION AND RESTORE AS NEEDED.
SITE DATA:
ACREAGE DISTURBED = 3.50 ACRES
NEAREST WATERCOURSE = 925 FEET FROM BEAR CREEK
SOIL TYPES = LEWANEE SILTY CLAY LOAM
W
2Q R
R
_P la ns -0
STOP
STO
P
LADDER
LADDER
ACCESS
PANEL
ELECTRIC MH
RIM=617.67
ELECTRIC MH
RIM=617.54
ELECTRIC MH
RIM=617.54
TRANSFORMER
CONCRETE PAD
TRANSFORMER
CONCRETE PAD
CB-31
CB-4
SS MH-5
MH-37
MH-38MH-41
MH-23
CB-36
CB-33
C.O.
MH-42
SS M-4
CB-35
MH-21
SF
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R O
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BR
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F
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C H
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BR
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C H
C H
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F
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C H
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C H
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F
SF
C O
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S F
ST
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AG
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BR
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BR
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F
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C H
C H
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F
SF
BR
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C H
C H
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F
3 17
SF
D
IV
C H
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F
SF
D
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C H
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F
SF
C O
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SF
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BR
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F
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S F
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F
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C H
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BR
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C H
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SF
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SF
C O
R R
ID
O
R
7C
TACTICAL VEHICLE LAB
FFE = 618.49
BB
B B
BB
B B
B B
CONNECTOR
FFE = 618.18
HH
CB
CB
PIV
W V
W V
FDC
W V
W V
CB
CB
CB
CB
C B
W M
HH
CO
CO
CB
C B
BR
AD
LE
Y
D R
IV
E
BLDG 200C
CONCRETE APRON
EXISTING DRIVE
EISENHOWER DRIVE
SI
D
EW
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K
SI
D
EW
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K
SI
D
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EX
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TI
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SP
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H16
CG504
H16
CG504
H16
CG504
H16
CG504
H16
CG504
H16
CG504
H16
CG504
H16
CG504
H1
CG503
H1
CG504
H1
CG503
H1
CG503
STORMWATER DRY POND
H1
CG503
A1
CG503
FILTER ROLL
STABILIZED CONSTRUCTION ENTRANCE
SSSSS
S
S S
S S
SS
A1
CG503
FILTER ROLL
H1
CG503
3 61
SSSSS
S
S S
S S
SS
SS SSS
S
S S
H16
CG504
SILT
FENCE
H1
CG505
MULCH BLANKETH1
CG502
SHEET ID
D
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D R
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B Y:
C H
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P2
# 5
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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US Army Corps of Engineers
ER
O
SI
O
N C
O N
TR
O
L
PL
AN
CG106
INLET PROTECTION H16/CG504
SILT FENCE H1/CG505
EXISTING CONTOUR LINES
PROPOSED CONTOUR LINES
FILTER ROLL A1/CG503
STABILIZED CONSTRUCTION ENTRANCE
H1/CG504
MULCH BLANKET H1/CG502
CONTRACTOR WORK LIMIT
xxx.x xxx.x xxx(.xx) xxx(.xx)
SSSSSSSSSSSSSSS
SHEET LEGEND
20' 40'0
TR
U
E N
O R
TH
SCALE: 1"=20'-0"
EROSION CONTROL PLANA1
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
/2 9/
1. ALL WORK SHALL COMPLY WITH THE APPLICABLE SOIL EROSION AND
SEDIMENTATION CONTROL (SESC) RULES AND REGULATIONS (SOIL EROSION
AND SEDIMENTATION CONTROL – 1994 PA 451, PART 91, AS AMENDED, MCL
324.9101 ET SEQ.).
2. ALL EARTH CHANGES OF ONE ACRE OR MORE OR WITHIN 500 FEET OF
WATERS OF THE STATE REQUIRE A SESC PERMIT. IF A SESC PERMIT IS
REQUIRED THE PROFESSIONAL SERVICES CONTRACTOR (DESIGN
CONSULTANT) SHALL PREPARE AN SESC PLAN. THE SESC PLAN SHALL
ADDRESS BOTH WIND AND WATER EROSION AND SEDIMENTATION.
3. THE CONTRACTOR SHALL REVIEW THE DESIGN CONSULTANT’S SESC PLAN IN
ORDER TO PREPARE AND ISSUE FOR APPROVAL AN “SESC IMPLEMENTATION
PLAN”, WHICH INDICATES THE CONTRACTOR’S INTENDED IMPLEMENTATION OF
THE SESC PLAN FOR THE PROJECT, INCLUDING A SCHEDULE.
4. THE DTMB SESC PROGRAM, UPON APPROVAL OF THE IMPLEMENTATION PLAN,
WILL ISSUE THE CONTRACTOR AN “AUTHORIZATION TO PROCEED WITH EARTH
CHANGE”, WHICH IS TO BE POSTED AT THE JOB SITE. THIS DOCUMENT IS
ISSUED IN LIEU OF A PERMIT FROM THE COUNTY OR OTHER LOCAL
ENFORCING AGENCY.
5. THE CONTRACTOR SHALL IMPLEMENT SOIL EROSION AND SEDIMENTATION
CONTROL MEASURES AS REQUIRED BY THE PROJECT’S SESC PLAN, SESC
IMPLEMENTATION PLAN, DTMB’S SOIL EROSION AND SEDIMENTATION
CONTROL GUIDEBOOK, DATED FEBRUARY 2005, AND AS DIRECTED BY THE
PROFESSIONAL SERVICES CONTRACTOR, DTMB SESC INSPECTOR, AND/OR
DTMB PROJECT DIRECTOR. THE DTMB SESC INSPECTOR SHALL INSPECT THE
SITE WEEKLY AND AFTER SIGNIFICANT RAIN EVENTS.
6. THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION AND
SEDIMENTATION CONTROL MEASURES PRIOR TO OR UPON COMMENCEMENT
TO EARTHWORK ACTIVITIES.
7. THE CONTRACTOR WILL PERFORM SWEEPING AS NEEDED TO REMOVE ANY
SEDIMENT TRACKED OFF SITE. FREQUENCY OF SWEEPING WILL BE BASED ON
SITE CONDITIONS.
8. THE CONTRACTOR WILL PERFORM DUST CONTROL AS NEEDED BASED ON
SITE CONDITIONS.
9. DISTURBED AREAS THAT WILL REMAIN IDLE DURING CONSTRUCTION MUST BE
TEMPORARILY STABILIZED, INCLUDING SOIL STOCKPILES, USING DTMB SESC
BEST MANAGEMENT PRACTICES.
10. THE CONTRACTOR SHALL MAINTAIN AND INSPECT SESC MEASURES
THROUGHOUT THE COURSE OF THE PROJECT. RECOMMEND INSPECTING AND
MAINTAINING EROSION AND SEDIMENTATION CONTROLS ON A DAILY BASIS. AT
A MINIMUM, THE CONTRACTOR SHALL INSPECT AND MAINTAIN SESC
MEASURES ONCE A WEEK AND AFTER RAIN EVENTS.
11. THE CONTRACTOR SHALL CORRECT NON-CONFORMING SESC MEASURES
WITHIN 24 HOURS, IF WATERS OF THE STATE ARE BEING IMPACTED OR WITHIN
48 HOURS FOR ROUTINE MAINTENANCE ITEMS. OTHER SESC MAINTENANCE
SHALL BE COMPLETED AS SOON AS POSSIBLE BUT NEVER MORE THAN FIVE (5)
DAYS AFTER DETECTION.
12. THE CONTRACTOR SHALL COMPLETE PERMANENT SOIL EROSION CONTROL
MEASURES FOR ANY DISTURBED LAND AREA WITHIN 5 CALENDAR DAYS
AFTER FINAL GRADING OR THE FINAL EARTH CHANGE HAS BEEN COMPLETED.
THE CONTRACTOR SHALL MAINTAIN TEMPORARY CONTROL MEASURES UNTIL
PERMANENT SOIL EROSION CONTROL MEASURES ARE IN PLACE AND THE
AREA IS STABILIZED.
13. THE CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL
MEASURES AFTER PERMANENT SOIL EROSION MEASURES ARE IN PLACE AND
THE AREA IS STABILIZED. CARE SHALL BE TAKEN DURING REMOVAL TO
PREVENT SOIL EROSION AND SEDIMENTATION.
14. AFTER THE COMPLETION OF THE PROJECT, PERMANENT SESC MEASURES
WILL BE MAINTAINED BY THE PROPERTY OWNER.
15. STORMWATER DRY POND SHALL NOT BE PUT INTO USE UNTIL THE SITE IS
STABILIZED.
PROJECT SEQUENCE:
1) INSTALL INLET PROTECTION AND SEDIMENT LOG BARRIER.
2) PIPE DEMOLITION AND UTILITY INSTALLATION.
3) INSTALL INLET PROTECTION ON NEW INLETS.
4) REMOVE PAVEMENT, INSTALL STABILIZED CONSTRUCTION ENTRANCE, MASS
GRADING, AND INSTALLATION OF BUILDING FOUNDATION. TEMPORARY SEED
IF SITE IS LEFT MORE THAN 5 DAYS.
4) ROUGH GRADE.
5) FINISH GRADE SITE, INSTALLATION OF SEED AND MULCH BLANKET ON ALL
DISTURBED TURF AREAS.
6) INSTALL SEDIMENT LOG ON THE TOE OF THE SLOPE AND RIP RAP AT PIPE
OUTFALLS.
7) ONCE VEGETATION IS ESTABLISHED, REMOVE SEDIMENT LOGS, SILT FENCE,
INLET PROTECTION AND RESTORE AS NEEDED.
SITE DATA:
ACREAGE DISTURBED = 3.50 ACRES
NEAREST WATERCOURSE = 925 FEET FROM BEAR CREEK
SOIL TYPES = LEWANEE SILTY CLAY LOAM
EROSION CONTROL NOTES
W
2Q R
R
_P la ns -0
ES
IG
N
B Y:
D R
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N
B Y:
C H
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P2
# 5
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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US Army Corps of Engineers
ST
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CG601
DETENTION VOLUME CALCULATIONS
Value Units Contributing Acreage (A) 3.50 ac
Weighted Runoff Coefficient (C) 0.79
Time of Concentration (Tc) 15 min
H.3 Channel Protection Rate Control - Extended Detention (CPRC)
Ved=3630(1.9)(C)(A) 19,070 cuft
Qed=Ved/(48*60*60) 0.11 cfs
H.4 Detention & Flood Control (DFC) Qvrr=1.1055-(0.206*LN(A)) 0.85 cfs/ac
Qres (Restricted Outlet Rate per Macomb County) 0.15 cfs/ac
Q100all=Qres(A) 0.53 cfs
V100run=3630(5.2)(C)(A) 52,192 cuft
Q100in=(C)(A)(275/(Tc+25)) 19.01 cfs
R=0.206-0.15*LN(Q100all/Q100in) 0.74
Vdet=(V100run*R)-Vcp-c 38,851 cuft
Dry Pond
Elevation Area (SF) Cum Storage
(CF)
611 3,085 612 4,119 3,602 613 5,332 8,328 614 6,650 14,319 615 8,177 21,732 616 14,207 32,924 617 17,018 48,537
Forebay
Elevation Area (SF) Cum Storage
(CF)
612.5 520
613 985 376 614 2,076 1,907 615 3,080 4,485
MULTI-STAGE DETENTION OUTLET CALCULATION (CPRC & DFC)
Contributing Acreage (A) 3.50 ac
Weighted Runoff Coefficient (C) 0.79
100-Year Storm Allowable Outlet Rate (Qall) = A x 0.15 cfs/acre 0.53 cfs
Top of Detention Storage (Ztop) 616.38 ft Bottom of Detention Storage (Zbot) 611 ft Elevation of Outlet Control (Zout) 611 ft
Extended Detention Outlet Calculations (1.9" CPRC) Extended Detention Volume (Ved) 19,070 cuft
Extended Detention Outfall Rate (Qed) 0.11 cfs
Extended Detention Elevation (Zed) 614.64 ft
Calculate Average Head (Hed) Hed=0.67*(Zed-Zout) 2.44 ft
Calculate the Required Orifice Area (Aed) Aed=Qed/(0.62*(2*g*Hed)^0.5) 0.014 sqft
Provided Number of Holes 1 hole Required Diameter of Holes 1.67 in Provided Orifice Area (Aed-act) 0.015 sqft Calculate Actual Average Release Rate Qed-act=0.62*Aed-act*((2*g*Hed)^0.5) 0.12 cfs
Calculate the Actual Holding Time (Ted) Ted=(Ved/Qed-act)/3600 45 hr
100-Year Flood Volume Outlet Calculations (DFC) Calculate Head on Extended Detention Holes (Hout) Hout=Ztop-Zout 5.38 ft
Calculate Flow Through Extended Detention Holes (Q100p-ed) Q100p-ed=0.62*Aed-act*(2*g*Hout)^0.5 0.18 cfs
Calculate Adjusted Required Outlet Release Rate (Q100p-adj) Q100p-adj=Q100p-Q100p-ed 0.35 cfs
Calculate Head on 100-Year Holes (H100p) H100p=Ztop-Zed 1.74 ft
Calculate Required Orifice Area (A100p) A100p=Q100p-adj/(0.62*(2*g*H100p)^0.5) 0.053 sqft
Provided Number of Holes 2 holes Required Diameter of Holes 2.00 in Provided Orifice Area (A100p-act) 0.044 sqft
Calculate Actual Peak Release Rate (Q100p-act) Q100p-act=(0.62*A100p-act)*(2*g*H100p)^0.5 0.29 cfs
Calculate the Total Release Rate (Q100p-tot) Q100p-tot=Q100p-ed+Q100p-act 0.46 cfs
Bottom Orifice during 100-year Storm Flow Calculation
100-year Pool Elevation (Z100) 616.38 ft Outlet Invert Elevation (Zout) 611 ft Calculate Maximum Head (Hed-max) Hed-max = (Z100-Zout) 5.38 ft
Provided Number of Holes 1 hole Diameter of Holes 1.67 in Provided Orifice Area (Aed-act) 0.015 sqft Calculate Maximum Release Rate (Qed-max) Qed-max=0.62*Aed-act*((2*g*Hed-max)^0.5) 0.18 cfs
WATER QUALITY CONTROL CALCULATIONS WEST (WQ)
Value Units
Contributing Acreage (A) 2.38 ac
Weighted Runoff Coefficient (C) 0.95
Time of Concentration (Tc) 15 min
Water Quality Design Storm (P) 1 in
Water Quality Rainfall Intensity (I) I=(30.2033*P^0.2203)/(Tc+9.1747)^0.8069 2.31 in/hr
H.1 Water Quality Control (WQC)
Vwq=3630(1.0)(C)(A) 8,207 cuft Vf=3630(0.15)(C)(A) 1,231 cuft Qwq=CiA 5.23 cfs Forebay outlet size is same as ED outlet 1.67 inch diameter x 1 hole
WQ met by forebay for concrete apron areas on west side of Building 71.
WATER QUALITY CONTROL CALCULATIONS EAST (WQ)
Value Units
Contributing Acreage (A) 0.59 ac
Weighted Runoff Coefficient (C) 0.58
Time of Concentration (Tc) 15 min
Water Quality Design Storm (P) 1 in
Water Quality Rainfall Intensity (I) I=(30.2033*P^0.2203)/(Tc+9.1747)^0.8069 2.31 in/hr
H.1 Water Quality Control (WQC)
Vwq=3630(1.0)(C)(A) 1,242 cuft Vf=3630(0.15)(C)(A) 186 cuft
WQ met by swale and hooded catch basin for runoff on east side of Building 71 Grass swale 65% removal + hooded CB 20% = 85%
Swale Volume
Elevation Area
(SF)
Cum Storage
(CF)
612.5 62
613 567 157 614 1,750 1,316 615 3,355 3,868 616 5,381 8,236 617 8,532 15,193
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
/2 9/
Existing
Outfall AREA (SF) AREA (AC)
ROOF (SF) ROOF
(AC)
PAVEMENT
(SF)
PAVEMENT
(AC)
SIDEWALK
(SF)
SIDEWALK
(AC)
LANDSCAPE
(SF)
LANDSCAPE
(AC)
POND
(SF)
POND
(AC)
Impervious C Factor
E1 150443 3.45 860 0.02 131719 3.02 0 0.00 17865 0.41 0 0.00 0.88 0.89 E2 1893 0.04 0 0.00 1893 0.04 0 0.00 0 0.00 0 0.00 1.00 0.95
Totals 152336 3.50 860 0.02 133612 3.07 0 0.00 17865 0.41 0 0.00 0.88 0.89
CHECK = 152,337
Proposed
Outfall AREA (SF) AREA (AC)
ROOF (SF) ROOF
(AC)
PAVEMENT
(SF)
PAVEMENT
(AC)
SIDEWALK
(SF)
SIDEWALK
(AC)
LANDSCAPE
(SF)
LANDSCAPE
(AC)
POND
(SF)
POND
(AC)
Impervious C Factor
R1 to pond 79097 1.82 44624 1.02 0 0.00 4000 0.09 16266 0.37 14207 0.33 0.79 0.86 R1 to pipes, CB7 4293 0.10 0 0.00 0 0.00 2439 0.06 1854 0.04 0 0.00 0.57 0.73 R1 to pipes, CB5 8515 0.20 0 0.00 1126 0.03 1569 0.04 5820 0.13 0 0.00 0.32 0.61 R1 to pipes, EW1 12750 0.29 0 0.00 0 0.00 740 0.02 8856 0.20 3154 0.07 0.31 0.62
R2a 13504 0.31 307 0.01 12883 0.30 315 0.00 0 0.00 0 0.00 0.98 0.95 R2b 10803 0.25 0 0.00 10803 0.25 0 0.00 0 0.00 0 0.00 0.95 R3 23375 0.54 860 0.02 3041 0.07 720 0.02 18754 0.43 0 0.00 0.20 0.55
Totals 152337 3.50 45791 1.05 27853 0.64 9783 0.22 51550 1.18 17361 0.40 0.66 C Factor 0.95 0.95 0.95 0.45 1.00 0.79
W
2Q R
R
_P la ns -0
P
FF=
618.50
FF=
618.49
FF=
617.88
FF=
618.52
FF=
617.99
FF=
617.98
FF=
618.54
FF=
618.46
FF=
618.49
ACCESS
PANEL
ELECTRIC MH
RIM=617.67
ELECTRIC MH
RIM=617.54
ELECTRIC MH
RIM=617.54
TRANSFORMER
CONCRETE PAD
TRANSFORMER
CONCRETE PAD
CB-31
CB-4
SS MH-5
MH-37
MH-38MH-41
MH-10
MH-23
CB-36
CB-33
GAS
PIPELINE
C.O.
MH-42
SS M-4
CB-35
MH-21
GAS
METER
GAS
METER
EXISTING PAVEMENT
MARKING, RESTRIPE
DISTURBED PAVEMENT
EXISTING ASPHALT
PAVEMENT EDGE
DETECTABLE
WARNING FIELD
DETECTABLE
WARNING FIELD
DETECTABLE
WARNING FIELD
SF
C O
N F.
R O
O M
SF
C O
N F.
R O
O M
SF
C O
M M
SF
BR
EA
K R
M
S
F
VE
ST
IB
U
LE
SF
D
IV
. C H
IE
F
SF
D
IV
H
EA
D
SF
D
IV
H
EA
D
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
SF
D
IV
. C H
IE
F
SF
D
IV
C H
IE
F
SF
D
IV
C H
IE
F
SF
D
IV
H
EA
D
SF
FI
R
E
PU
M P
S
F
VE
ST
IB
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LE
S F
C O
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ID
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R
2B
SF
W O
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EN
S
F
VE
ST
SF
JA
N
C
LO
SE
T
S
F
VE
ST
SF
M
EN 14
SF
N U
R
SI
N G
M O
TH
ER
SF
EL
EC
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
SF
C O
PY
R
M
SF
C O
M M
S F
ST
O
R
AG
E A
R
EA
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
3 17
SF
D
IV
C H
IE
F
SF
D
IV
C H
IE
F
SF
C O
PY
R
O O
M
SF
BR
AN
C H
C H
IE
F
SF
D
IV
C H
IE
F
SF
BR
AN
C H
C H
IE
F
S F
O
PE
N O
FF
IC
E
S F
O
PE
N O
FF
IC
E
SF
M
EC
H
SF
EL
EC
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
S
F
LO
C
KE
R
S
7A
SF
C O
R R
ID
O
R
2A
SF
C O
R R
ID
O
R
7B
SF
C O
R R
ID
O
R
7C
TACTICAL VEHICLE LAB
FFE = 618.49
BB
B B
BB
B B
B B
CONNECTOR
FFE = 618.18
DETECTABLE
WARNING FIELDHH
CB
CB
PIV
W V
W V
FDC
W V
W V
CB
CB
CB
CB
C B
W M
HH
CO
CO
CB
C B
24" GRAVEL STRIP, TYPICAL D4
CP501
BR
AD
LE
Y
D R
IV
E
BLDG 200D
BL
D
G
C
SIDEWALK
EXISTING
DRIVE
TURF
TURF
EISENHOWER DRIVE
SI
D
EW
AL
K
EX
IS
TI
N
G A
SP
H
AL
T
LA
N
D
SC
AP
E
G R
AV
EL
LA
N
D
SC
AP
E
G R
AV
EL
LA
N
D
SC
AP
E
G R
AV
EL
SI
D
EW
AL
K
SI
D
EW
AL
K
SI
D
EW
AL
K
SI
D
EW
AL
K
STOOP
(SEE STRUCTURAL)
SLOPE CONCRETE FROM STOOP
TO SIDEWALK
STOOP
(SEE STRUCTURAL)
6.00' 5.00'
6.00'
6.0 0'
6.00'
R5.0 0'R5.00'
R64.02'
R5.00'
R5.0 0'
R20.00'
CONCRETE SIDEWALK H15
CP501
TURF
TURF
TURF
TURF
TU
R
F
UTILITY TRENCH
CONCRETE PATCH
UTILITY TRENCH
ASPHALT PATCH
H10
CP501
H10
CP501
H10
CP501
H10
CP501
BOLLARDS
D10
CP501
UTILITY TRENCH
CONCRETE AND
ASPHALT PATCH
D10
CP501
.1
1'
STOOP
(SEE STRUCTURAL)
EXISTING
PIV
F10
CP502
VARIES
EXISTING
CONCRETE
UTILITY TRENCH
CONCRETE AND
ASPHALT PATCH
EXISTING PAVEMENT
MARKING, RESTRIPE
DISTURBED PAVEMENT
STORMWATER DRY POND
(SEE CG104)
334.70'
.6
1'
CONCRETE APRON
WITH WELDED STEEL WIRE FABRIC
B10
CP502
R 5.
R5.00'
.7
5'
.7 5'
.7
5'
.7 5'
.0
9'
13.00'
TYPICAL
9.70'
5.00'
G16
CP502
OR , TYPICAL
D JOINTS AROUND BOLLARDS,
HYDRANT AND VALVES, TYPICAL
D JOINTS AROUND CATCH BASINS, TYPICAL
C15
CP501
BOLLARDS
D10
CP501
E F
D D D D D D D D D D D D D D D D D D D D D D D D
T T
C15
CP501
T T T TT T T T T T T T T T T T T T T T T T T T
THICKENED EDGE
R 14.00'
R10.00'
R 20.00'
R
.0 0'
R8.50'
R 20.00'
R
.0 0'
6.
6.00'
6.00'
C16
CP502
SHEET ID
D
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IG
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D R
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P2
# 5
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
B
C
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US Army Corps of Engineers
SI
TE
P
LA
N
CP102
ASPHALT
CONCRETE
CONTRACTOR WORK LIMIT
SHEET LEGEND
GENERAL SHEET NOTES
SHEET KEY NOTES
D EXPANSION JOINT
E CONSTRUCTION JOINT
F SAWED CONTRACTION JOINT
T THICKENED EDGE
1. CONTRACTOR SHALL REPLACE ALL PAVEMENT DISTURBED BY PROJECT.
CARE SHALL BE TAKEN TO PROTECT PAVEMENT OUTSIDE OF THE
PROJECT LIMIT BOUNDARY.
2. CONTRACTOR SHALL PHASE CONCRETE AND PAVING TO AVOID TRAFFIC
DELAYS TO THE EXTENT PRACTICAL.
3. FOR PAVEMENT PATCHING, CONTRACTOR SHALL MATCH PAVEMENT
TYPE AND DEPTH OF EXISTING PAVEMENT AS WELL AS COURSE.
4. CONCRETE SIDEWALK JOINTING SHALL BE 5' MINIMUM.
5. ALL PAVEMENT STRIPING DISTURBED SHALL BE RE-ESTABLISHED TO
MATCH EXISTING PAINT TYPE AND MARKINGS.
K11
CP502
G1
CP502
G1
CP502
G1
CP502
B10
CP502
MATCH LINE - SEE SHEET CP103
20' 40'0SCALE: 1"=20'-0"
SITE PLANA1
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
/2 9/
TR
U
E N
O R
TH
W
2Q R
R
_P la ns -0
STOP STOP
ST
O
P
ST
O P
STO
P
LADDER
METAL
OVERHANG
LADDER
ELECTRIC MH
RIM=616.96
ELECTRIC MH
RIM=617.50
TRANSFORMER
CONCRETE PAD
ELECTRICBOX
CONCRETE PAD
TRANSFORMER
CONCRETE PADELECTRICBOX
ELECTRIC
MH
RIM=617.10
ELECTRICBOX
ACCESS
PANEL
ELECTRIC MH
RIM=617.67
ELECTRIC MH
RIM=617.54
ELECTRIC MH
RIM=617.54
TRANSFORMER
CONCRETE PAD
TRANSFORMER
CONCRETE PAD
M.H.
RIM=616.98
FULL/WATER
CB-1
CB-15
CB-18
CB-19
CB-44
CB-31
CB-4
C.O.
MH-17
MH-16
SS MH-5
SS MH-1206
SS MH-1207
SS MH-1208
MH-39
MH-37
MH-38MH-41
MH-6
MH-10 MH-8
MH-2
MH-23
MH-25
T MH
RIM=617.75
T MH
RIM=617.67
T MH
RIM=617.64
CB-36
CB-40
CB-33
CB-22
MH-26
CB-13CB-9
CB-11
CB-5
CB-3
C.O.
MH-42
CB-12
SS M-4
CB-35
MH-21
CB-20
CB-34
BR
AD
LE
Y
D R
IV
E
BLDG 200D
EISENHOWER DRIVE
SF
C O
N F.
R O
O M
SF
C O
N F.
R O
O M
SF
C O
M M
SF
BR
EA
K R
M
S
F
VE
ST
IB
U
LE
SF
D
IV
. C H
IE
F
SF
D
IV
H
EA
D
SF
D
IV
H
EA
D
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
SF
D
IV
. C H
IE
F
SF
D
IV
C H
IE
F
SF
D
IV
C H
IE
F
SF
D
IV
H
EA
D
SF
FI
R
E
PU
M P
S
F
VE
ST
IB
U
LE
S F
C O
R R
ID
O
R
2B
SF
W O
M
EN
S
F
VE
ST
SF
JA
N
C
LO
SE
T
S
F
VE
ST
SF
M
EN 14
SF
N U
R
SI
N G
M O
TH
ER
SF
EL
EC
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
SF
C O
PY
R
M
SF
C O
M M
S F
ST
O
R
AG
E A
R
EA
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
3 17
SF
D
IV
C H
IE
F
SF
D
IV
C H
IE
F
SF
C O
PY
R
O O
M
SF
BR
AN
C H
C H
IE
F
SF
D
IV
C H
IE
F
SF
BR
AN
C H
C H
IE
F
S F
O
PE
N O
FF
IC
E
S F
O
PE
N O
FF
IC
E
SF
M
EC
H
SF
EL
EC
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
S
F
LO
C
KE
R
S
7A
SF
C O
R R
ID
O
R
2A
SF
C O
R R
ID
O
R
7B
SF
C O
R R
ID
O
R
7C
BB
B B
BB
B B
B B
TACTICAL VEHICLE LAB
FFE = 618.49
BLDG 200C
C
C
C
C
C
C
C
HH
SD
SD
SD
SD
CB
CB SD SD
FW
W
W W
W W
W
PIV
SS
SS
SS
SS
SS
SS
S
W V
W V
FDC
G
G
G
G
G
G
G
A
A
E E
E E
E E
E
E E E E E E E E E E
E E E
W W
W
W V
W V
CB
CB
CB
CB
SD
SD
SD
A A
C B
W M
HH
U
D U
D G M
CO
SD
SD
SD
CO
CB
SD
SD
SD
C B
TELECOM LINE
(SEE SHEET T-100)
ROOF DRAIN
EXISTING 4 WAY MEDIUM
VOLTAGE SWITCH
(SEE ELECTRICAL SHEETS)
ADD CONDUIT
(SEE ELECTRICAL SHEETS)
UNDERGROUND ELECTRIC SERVICE
(SEE ELECTRICAL SHEETS)
STORMWATER OVERFLOW
STRUCTURE D-1
SAN MH-1
CONNECT TO EXISTING
2" GAS LINE
FIRE HYDRANT WITH 6"
VALVE AND 6" LEAD
EXISTING POST
INDICATOR VALVE
FOR BLDG 200C
TO REMAIN
CONNECT TO EXISTING
STORM STRUCTURE CB-22
(SEE CG104)
FIRE DEPARTMENT
CONNECTION (FDC)
8" FIRE WATER
RELOCATED 8" WATERMAIN
FIRE HYDRANT WITH 6"
VALVE AND 6" LEAD
RELOCATED 8" WATERMAIN
CONNECT TO EXISTING WATERMAIN
CONNECT TO EXISTING WATERMAIN
EXISTING FIRE HYDRANT
SANITARY SEWER LATERAL
PLAN AND PROFILE
(SEE CU121)
STORM DRAIN 1 PLAN AND PROFILE
(SEE CU141)
STORM DRAIN 3
PLAN AND PROFILE
(SEE CU142)
BLDG 219
CONNECTOR
FFE = 618.18
1+
2+00
3+00 4+00
5+
+0
11+00
12+00 13+00 14
+0
1+
2+
3+
4+
STORM DRAIN 2
PLAN AND PROFILE
(SEE CU141)
+0
+0
+0
13+00
STORMWATER DRY POND PROFILE
(SEE CG104)
STORMWATER DRY POND
(SEE CG104)
STORMWATER OVERFLOW
STRUCTURE D-2 6+
STORM DRAIN 4 PLAN AN PROFILE
(SEE CG104)
SHEET ID
D
ES
IG
N
B Y:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
SU
BM
IT
TE
D B
Y:
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
D
R M
AR
TI
N L
U
TH
ER
J
R P
L
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
A
DE
TR
OI
T
AR
SE
NA
L, MI
CH
IG
AN
MA
NN
ED
/ U
NM
AN
NE
D
TA
CT
IC
AL
V
EH
IC
LE
LA
B
FY
P2
# 5
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
B
C
D
E
F
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H
J
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M
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P
Fi le
P at h:
X
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7.
\T
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\5
4_
C U
1.
D W
G Pl ot D at e:
/2
3/
IS
SU
E D
AT
E:
SO
LI
C
IT
AT
IO
N N
O
C O
N
TR
AC
T
N O
SI
ZE
AN
SI
D
C
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TI
FI
ED
F
IN
AL
S U
BM
IT
TA
L
A.
A
N D
ER
SO
N
C . J
O N
ES
SE
PT
EM
BE
R
0, M &H
P R
O
JE
C T
N O
R
0-
.0
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
A.
S
KO
G
M . B
U
TL
ER
KEY PLAN
US Army Corps of Engineers
O
VE
R
AL
L
SI
TE
U
TI
LI
TY
P
LA
N
CU101
SHEET LEGEND
GENERAL SHEET NOTES
FIRE HYDRANT
SANITARY SEWER MANHOLE
STORM CATCH BASIN
STORMWATER OVERFLOW STRUCTURE
HANDHOLE
WATER VALVE
UNDERGROUND COMPRESSED AIR
GAS
ELECTRIC, UNDERGROUND
SANITARY SEWER
STORM DRAIN
DRAIN TILE
COMMUNICATIONS LINE
FIRE WATER
WATER
S
CB
CB
HH
W V
A
G
E E
SS
SD
UD
C
FW
W
1. CONTRACTOR SHALL EXPOSE ALL EXISTING UTILITIES BEFORE
INSTALLING UTILITY CROSSINGS TO VERIFY THERE IS NO CONFLICT.
2. CONTRACTOR IS RESPONSIBLE FOR NOTIFICATION OF UTILITY OWNERS
PRIOR TO CROSSING VARIOUS UTILITIES.
40' 80'0
TR
U
E N
O R
TH
SCALE: 1"=40'-0"
OVERALL SITE UTILITY PLANA1
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
/2 9/
W
2Q R
R
_P la ns -0
P
LADDER
LADDER
GVW #34
RIM=617.70
FULL/WATER
GVW
RIM=618.08
T/P=611.38
FIRE DEPT.
CONNECTION
CB-31
CB-4
SS MH-5
MH-37
MH-38MH-41
MH-10
MH-23
GAS
PIPELINE
C.O.
18"SD18"SD 54"SD
54"SD
"S
D
24"S D
10"SD
"S
D
6"SD
6"SD
6"SS
4" S
S
"S
D
4"S D
12"SD
"S
D "S
D
4"SD
MH-42
12"SD
SS M-4
CB-35
4"S D
"S D
MH-21
GAS
METER
GAS
METER
SF
C O
N F.
R O
O M
SF
C O
N F.
R O
O M
SF
C O
M M
SF
BR
EA
K R
M
S
F
VE
ST
IB
U
LE
SF
D
IV
. C H
IE
F
SF
D
IV
H
EA
D
SF
D
IV
H
EA
D
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
SF
D
IV
. C H
IE
F
SF
D
IV
C H
IE
F
SF
D
IV
C H
IE
F
SF
D
IV
H
EA
D
SF
FI
R
E
PU
M P
S
F
VE
ST
IB
U
LE
S F
C O
R R
ID
O
R
2B
SF
W O
M
EN
S
F
VE
ST
SF
JA
N
C
LO
SE
T
S
F
VE
ST
SF
M
EN 14
SF
N U
R
SI
N G
M O
TH
ER
SF
EL
EC
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
SF
C O
PY
R
M
SF
C O
M M
S F
ST
O
R
AG
E A
R
EA
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
3 17
SF
D
IV
C H
IE
F
SF
D
IV
C H
IE
F
SF
C O
PY
R
O O
M
SF
BR
AN
C H
C H
IE
F
SF
D
IV
C H
IE
F
SF
BR
AN
C H
C H
IE
F
S F
O
PE
N O
FF
IC
E
S F
O
PE
N O
FF
IC
E
SF
M
EC
H
SF
EL
EC
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
IE
F
S
F
LO
C
KE
R
S
7A
SF
C O
R R
ID
O
R
2A
SF
C O
R R
ID
O
R
7B
SF
C O
R R
ID
O
R
7C
TACTICAL VEHICLE LAB
FFE = 618.49
BB
B B
BB
B B
B B
CONNECTOR
FFE = 618.18
BR
AD
LE
Y
D R
IV
E
BLDG 200D
BL
D
G
C
SIDEWALK
EISENHOWER DRIVE
SI
D
EW
AL
K
SI
D
EW
AL
K
CONCRETE APRON
W
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
HH
SD
SD
SD
SD
SD
SD
SD
SD
SD
CB
CB SD SD SD SD
FW
FW
FW
FW
W W
W W
W W
W W
W W
W W
W
PIV
SS
SS
SS
W V
W V
FDC
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G A
A
A
A
A
E E
E E
E E
W W
W W
W W
W
W
W V
W V
CB
CB
CB
CB
SD SD SD
SD
SD
SD
SD
A A
A A
C B
W M
HH
U D
U D
U D
U D
UD
G M
CO
SD
SD
SD
SD
SD
SD
SD
CO
CB
SD
SD
SDSD
SD
SD
SD
SD
C
B
STORMWATER OVERFLOW
STRUCTURE D-1
6" SANITARY SEWER LATERAL
(SEE CU121)
CONNECT TO EXISTING
2" GAS LINE
FIRE HYDRANT WITH 6"
VALVE AND 6" LEAD
AND (4) BOLLARDS
EXISTING POST INDICATOR VALVE
FOR BLDG 200C TO REMAIN
FIRE DEPARTMENT
CONNECTION (FDC)
8" POST INDICATOR VALVE
WITH (4) BOLLARDS
8" FIRE WATER
8" VALVE
RELOCATED 8" WATERMAIN
CONNECT 4" FIRE LINE TO
RELOCATED 8" WATER
FIRE HYDRANT WITH 6"
VALVE AND 6" LEAD
RELOCATED
8" WATERMAIN
CONNECT TO
EXISTING
WATERMAIN
2" DOMESTIC WATER, SEE PLUMBING FOR CONTINUATION
INSTALL CASING AROUND WATERMAINS UNDER
BUILDING CORRIDOR, CENTER BELOW STOOPS
AND EXTENDING A MINIMUM OF 5 FEET ON
EITHER SIDE OF STOOPS
CONNECT TO
EXISTING WATERMAIN
EXISTING FIRE HYDRANT
3" GAS
CB-7
CB-5
3" HPDE UNDERGROUND
COMPRESSED AIR PIPING
TO BLDF 200D
EXISTING STORM STRUCTURE
CB-6
CONNECT TO EXISTING 8" WATERMAIN
.4
CB-1 CB-2
CB-3
ELECTRICAL SERVICE
(SEE ELECTRICAL)
ROOF DRAIN
(SEE CG104)
F8
CU502
F2
CU501
J9
CU503
B10
CU501
K2
CU501
J2
CU503
J2
CU503
J2
CU503
J2
CU503
J2
CU503
J2
CU503
COMM HANDHOLE
(SEE TECHNOLOGY)
WATER METER
BORE AND JACK UNDER
EISENHOWER DRIVE FOR SANITARY SEWER
114 LF OF 6" DRAIN TILE @ 0.5%
GAS METER
UNDERDRAIN CLEANOUT,
INSTALL FLUSH WITH GRADE
E2
CU503
B2
CU503
H16
CU502
SEE PLUMBING P-112
FOR CONTINUATION
STORMWATER DRY POND
(SEE CG104)
3" COMPRESSED AIR
FIRE WATER, SEE FIRE PROTECTION FOR CONTINUATION
UNDERDRAIN CLEANOUT,
INSTALL FLUSH WITH GRADE
E2
CU503
63 LF OF 6" DRAIN TILE @ 0.5% B2
CU503
CB-8
J2
CU503
ROOF DRAIN
(SEE CU142)
J9
CU503
ROOF DRAIN
(SEE CU142)
J9
CU503
B10
CU501
STORMWATER OVERFLOW
STRUCTURE D-2
H1
CU502
SHEET ID
D
ES
IG
N
B Y:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
SU
BM
IT
TE
D B
Y:
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
D
R M
AR
TI
N L
U
TH
ER
J
R P
L
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
A
DE
TR
OI
T
AR
SE
NA
L, MI
CH
IG
AN
MA
NN
ED
/ U
NM
AN
NE
D
TA
CT
IC
AL
V
EH
IC
LE
LA
B
FY
P2
# 5
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
B
C
D
E
F
G
H
J
K
L
M
N
P
Fi le
P at h:
X
:\3
\2
7.
\T
EC
H
\C
AD
\5
4_
C U
2.
D W
G Pl ot D at e:
/2
3/
IS
SU
E D
AT
E:
SO
LI
C
IT
AT
IO
N N
O
C O
N
TR
AC
T
N O
SI
ZE
AN
SI
D
C
ER
TI
FI
ED
F
IN
AL
S U
BM
IT
TA
L
A.
A
N D
ER
SO
N
C . J
O N
ES
SE
PT
EM
BE
R
0, M &H
P R
O
JE
C T
N O
R
0-
.0
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
A.
S
KO
G
M . B
U
TL
ER
KEY PLAN
US Army Corps of Engineers
SI
TE
U
TI
LI
TY
P
LA
N
CU102
FIRE HYDRANT
SANITARY SEWER MANHOLE
STORM CATCH BASIN
STORMWATER OVERFLOW STRUCTURE
HANDHOLE
WATER VALVE
UNDERGROUND COMPRESSED AIR
GAS
ELECTRIC, UNDERGROUND
SANITARY SEWER
STORM DRAIN
DRAIN TILE
COMMUNICATIONS LINE
FIRE WATER
WATER
S
CB
CB
HH
W V
A
G
E E
SS
SD
UD
C
FW
W
SHEET LEGEND
GENERAL SHEET NOTES
1. CONTRACTOR SHALL EXPOSE ALL EXISTING UTILITIES BEFORE
INSTALLING UTILITY CROSSINGS TO VERIFY THERE IS NO CONFLICT.
2. CONTRACTOR IS RESPONSIBLE FOR NOTIFICATION OF UTILITY OWNERS
PRIOR TO CROSSING VARIOUS UTILITIES.
20' 40'0
TR
U
E N
O R
TH
SCALE: 1"=20'-0"
SITE UTILITY PLANA1
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
/2 9/
W
2Q R
R
_P la ns -0
E
LE
C
TR
IC
M
H R
IM
=617.10
ELEC
TR
IC
BO
X
"S
D
6"SD
6"SD
15"SD
60"SD
8"SD
18"S D
15"S D
15"S D
18"S D
10"SD
12"S S
15"S D
EISEN
H
O W
ER
D
R
IVE
CONCRETE APRON
C B
SSSSSSSSSSSSSSSSSSSSSSSS
S
EEEEEEEEEE
E
E
E
E
E
E E
E E
E E
E
1+00 2+00
3+00 4+00
4+62.05
STORM
CROSSING
POWER
CROSSING WATERMAIN
CROSSING
STORM CROSSING
POWER CROSSING
GAS CROSSING
POWER CROSSING
STORM CROSSING
REPLACE 10 LF 12" SANITARY SEWER
@ 1.94% ON BOTH SIDES OF MANHOLE
EXISTING 12" SANITARY TO
REMAIN
EXISTING 12" SANITARY TO
REMAIN
D16
CU502
H16
CU502
D
BORE AND JACK UNDER EISENHOWER
DRIVE AND INSTALL SANITARY SEWER
PIPE WITHIN CASING
0+90 1+00 2+00 3+00 4+00 4+60
3.41%
6.
1+00
7.
6.
6.
6.
2+00
6.
7.
7.
7.
3+00
7.
7.
7.
6.
4+00
7.
8.
12" STORM
CROSSING
EXISTING GRADE BUILDING
POWER CROSSING
WATER CROSSING
15" STORM CROSSING
POWER CROSSING
GAS CROSSING
POWER CROSSING
18" STORM CROSSING
6"x4" WYE INV = 608.05
SANITARY SEWER
PIPE CASING
SEE
PLUMBING
C10
CU502
6" STORM CROSSING
114 LF OF 6" PVC PIPE @ 1.20%114 LF OF 6" PVC PIPE @ 1.20%
SA
N
M H
-1 R
IM
=6
.9
6"
IN
V
E=
4.
" I
N V
S=
3.
" I
N V
N =6
.9
114 LF OF 6" PVC PIPE @ 1.20%
CLEANOUT-3
RIM=616.72
6" INV E=605.40
6" INV W=605.40
100 LF OF 6" PVC PIPE @ 1.15%
C
LE
AN
O
U T-
R
IM
=6
.3
6"
IN
V
E=
6.
6"
IN
V W
=6
.5
5 10 LF OF 6" PVC PIPE @ 63.68%
7 LF OF 6" PVC PIPE @ 1.41%
C
LE
AN
O
U T-
R
IM
=6
.3
6"
IN
V
E=
7.
6"
IN
V W
=6
.9
638 LF OF 6" PVC PIPE @
1.41%
22 LF OF 6" PVC PIPE @ 1.41%
40 LF OF 6" DI @ 1.41%
SHEET ID
D
ES
IG
N
B Y:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
SU
BM
IT
TE
D B
Y:
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
D
R M
AR
TI
N L
U
TH
ER
J
R P
L
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
A
DE
TR
OI
T
AR
SE
NA
L, MI
CH
IG
AN
MA
NN
ED
/ U
NM
AN
NE
D
TA
CT
IC
AL
V
EH
IC
LE
LA
B
FY
P2
# 5
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
B
C
D
E
F
G
H
J
K
L
M
N
P
Fi le
P at h:
X
:\3
\2
7.
\T
EC
H
\C
AD
\5
4_
C U
1.
D W
G Pl ot D at e:
/2
3/
IS
SU
E D
AT
E:
SO
LI
C
IT
AT
IO
N N
O
C O
N
TR
AC
T
N O
SI
ZE
AN
SI
D
C
ER
TI
FI
ED
F
IN
AL
S U
BM
IT
TA
L
A.
A
N D
ER
SO
N
C . J
O N
ES
SE
PT
EM
BE
R
0, M &H
P R
O
JE
C T
N O
R
0-
.0
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
A.
S
KO
G
M . B
U
TL
ER
US Army Corps of Engineers
SA
N
IT
AR
Y
SE
W
ER
P
LA
N A
N D
P R
O
FI
LE
CU121
SANITARY SEWER MANHOLE
SANITARY CLEANOUT
STORM CATCH BASIN
ELECTRIC, UNDERGROUND
SANITARY SEWER
STORM DRAIN
COMMUNICATIONS LINE
WATER
S
CB
E E
SS
SD
C
W
SHEET LEGEND
GENERAL SHEET NOTES
KEY PLAN
TRUE
NORTH
20' 40'0SCALE 1"=20'-0"
SANITARY SEWER PLANH1
10' 20'0 V
20' 40'0SCALE: H 1"=20'-0" V 1"=10'-0"
SANITARY SEWR PROFILEC1
H
1. FOR OVERALL UTILITY LAYOUT, SEE CU101.
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
/2 9/
W
2Q R
R
_P la ns -0
GVW
RIM=618.08
T/P=611.38
SS MH-5
MH-37
MH-38MH-41
"S
D
6"SD
6"SS
4"S D
12"SD
MH-42
12"SD
SS M-4
"S
D
SIDEWALK
W
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
HH
W
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
A
A
A
A
CB
CB
CB
A A
A A
UD
CB-6
CB-5
CB-7
AE-2
COMPRESSED
AIR CROSSING
GAS
CROSSING
COMM CROSSING
1+
2+00
3+00 4+00 4+31.52
5+
J2
CU503
J2
CU503
J2
CU503
REPLACE RIM WITH SOLID COVER
STORM DRAIN 1
ALIGNMENT
STORM DRAIN 2 ALIGNMENT
AE-3
AE-4
AE-5AE-5
0+90 1+00 2+00 3+00 4+00 4+50
0+90
7.
1+00
7.
7.
7.
8.
2+00
8.
5.
3.
2.
3+00
2.
4.
7.
6.
4+00
1.
4+50
C B-
R
IM
=6
.1
" I N
V
SE
=6
.1
6"
IN
V N
W =6
.4
AE-2
15" INV N=612.00
C B-
R
IM
=6
.0
" I N
V N
W =6
.6
" I N
V
SW
=6
.6
FINISH GRADE
EXISTING GRADE
71 LF OF 15 INCH CLASS IV RCP @ 0.70%
63 LF OF 15 INCH CLASS IV RCP @ 0.82% 97 LF OF 15 INCH CLASS IV RCP @ 0.64%
COMPRESSED AIR CROSSING
GAS CROSSING
COMM CROSSING
AE-5
15" INV S=612.50
AE-3
15" INV NE=613.00
MAX HGL, 10-YEAR
4+90 5+00 5+80
4+90
8.
5+00
7.
7.
5+80
FINISH GRADE
EXISTING GRADE
52 LF OF 15 INCH CLASS IV RCP @ 1.79%
GAS CROSSING
COMM CROSSING
AE-4
15" INV E=613.00
C B-
R
IM
=6
.5
" I N
V W
=6
.9
MAX HGL, 10-YEAR
SHEET ID
D
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FY
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# 5
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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ST
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CU141
FIRE HYDRANT
SANITARY SEWER MANHOLE
STORM CATCH BASIN
STORMWATER OVERFLOW STRUCTURE
HANDHOLE
WATER VALVE
GAS
ELECTRIC, UNDERGROUND
SANITARY SEWER
STORM DRAIN
COMMUNICATIONS LINE
WATER
CONTRACTOR WORK LIMIT
S
CB
CB
HH
W V
G
E E
SS
SD
C
W
SHEET LEGEND
GENERAL SHEET NOTES
1. FOR OVERALL UTILITY LAYOUT, SEE CU101.
20' 40'0SCALE 1"=20'-0"
STORM DRAIN 1 AND 2 PLANJ1
TR
U
E N
O R
TH
SCALE: H 1"=20'-0" V 1"=10'-0"
STORM DRAIN 2 PROFILEA7 20' 40'0
H 10' 20'0
V
10' 20'0 V
20' 40'0SCALE: H 1"=20'-0" V 1"=10'-0"
STORM DRAIN 1 PROFILEE1
H
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
/2 9/
W
2Q R
R
_P la ns -0
P
LADDER
CB-31
CB-4
MH-23
GAS
PIPELINE
C.O.
18"SD18"SD 54"SD
54"SD
"S
D "S
D
4"SD
MH-21
S
F
VE
ST
IB
U
LE
S F
C O
R R
ID
O
R
2B
S F
ST
O
R
AG
E A
R
EA
SF
C O
R R
ID
O
R
2A
TACTICAL VEHICLE LAB
FFE = 618.49
BB
B B
BB
B B
B B
CONNECTOR
FFE = 618.18
BR
AD
LE
Y
D R
IV
E
BL
D
G
C
SI
D
EW
AL
K
CONCRETE APRON
CB
CB
FW
FW
FW
FWW
W W
W W
W W
W
PIV
SS
SS
W V
W V
FDC
W W
W W
W
W
W V
W V
CB
U D
U D
CO
CB
CB-1
CB-2
CB-3
AE-1
SANITARY SEWER CROSSING
+0
11+00
12+00 13+00 14
+0
ABANDONED STORM PIPE ABANDONED STORM PIPE
J2
CU503
J2
CU503
J2
CU503
63 LF OF 6" DRAIN TILE @ 0.5% B2
CU503
CB-8
J2
CU503
ROOF DRAIN
(SEE CU142)
J9
CU503
ROOF DRAIN J9
CU503
16 LF OF 6" PVC PIPE @ 1.0%
INV AT BLDG = 615.43
11+75 12+00 13+00 14+00 14+85
7.
11+75
6.
12+00
6.
7.
7.
7.
13+00
7.
7.
7.
7.
14+00
7.
6.
3.
14+85
CB-1
RIM=616.83
15" INV S=613.85
6" INV N=614.60
104 LF OF 15 INCH CLASS IV RCP @ 0.30%
C B-
R
IM
=6
.4
" I N
V N
=6
.5
" I
N V
S=
3.
54 91 LF OF 15 INCH CLASS IV RCP @ 0.30%
C B-
R
IM
=6
.1
" I N
V N
=6
.2
" I
N V
SE
=6
.2
72 LF OF 15 INCH CLASS IV RCP @ 0.35%
AE-1
15" INV NW=613.00
EXISTING GRADE
FINISH GRADE
6" SANITARY SEWER CROSSING
MAX HGL, 10-YEAR
9+90 10+00 11+00 11+75
9+90
8.
10+00
8.
8.
7.
8.
11+00
7.
7.
7.
11+75
CB-8
RIM=618.13
6" INV E=615.27
6" INV S=615.27
6" INV S=615.27
6" INV E=615.27
134 LF OF 6" PVC PIPE @ 0.50%69 LF OF 6" PVC PIPE @ 0.50%
FINISH GRADE EXISTING GRADE
CONNECT AT ROOF DRAIN
INV = 615.62
8" FIRE WATER CROSSING
8" WATER MAIN CROSSING
EL
. 6
.4
MAX HGL, 10-YEAR
SHEET ID
D
ES
IG
N
B Y:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
SU
BM
IT
TE
D B
Y:
U .S
. A R
M Y
C O
R
PS
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EN
G
IN
EE
R S
LO
U
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VI
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D
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TR
IC
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D
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AR
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TH
ER
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VI
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E, K
EN
TU
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KY
A
DE
TR
OI
T
AR
SE
NA
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CH
IG
AN
MA
NN
ED
/ U
NM
AN
NE
D
TA
CT
IC
AL
V
EH
IC
LE
LA
B
FY
P2
# 5
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