W912QR25R0052_Plans-0003.pdf
PDF 23 MB Posted
- Attached to
- DTA Manned/Unmanned Tactical Vehicle Lab
- Solicitation number
- W912QR25R0052
About this file
The provided file is a comprehensive set of architectural, engineering, and technical design drawings for the Manned/Unmanned Tactical Vehicle Lab project at the Detroit Arsenal. The project involves constructing a single-story, approximately 31,800 square foot research and development facility designed for testing ground transport equipment. The building will feature a high bay and lower bay configuration, with specialized spaces including research test beds, bridge cranes, control and observation rooms, administrative areas, vehicle access zones, and mechanical/electrical support spaces.
Key design elements include intricate infrastructure provisions such as hydraulic systems, specialized equipment foundations with vibration-isolation and seismic mass considerations, utility access points, and advanced mechanical systems. The facility will incorporate self-contained heating and cooling systems, an Intrusion Detection System (IDS), and Energy Monitoring Control Systems (EMCS). Supporting site developments include utilities, lighting, paving, storm drainage, information systems, landscaping, and signage. The project is being executed through the U.S. Army Corps of Engineers Louisville District, with a solicitation number W912QR25R0052 and a certified final submittal date of September 20, 2024.
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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 2 06/25/2025
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 1 06/25/2025
GC102 PROPOSED PROJECT STAGING AREAS AND FENCING 1 06/25/2025
GR101 SITE PHOTO LOCATIONS 1 06/25/2025
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 1 06/25/2025
BB101 BORING PLAN 1 06/25/2025
BB102 BORING LOGS
BB103 BORING LOGS
BB104 BORING LOSS
BB105 BORING LOGS
CD101 OVERALL SITE DEMOLITION PLAN 1 06/25/2025
CD102 SITE DEMOLITION PLAN 1 06/25/2025
CD103 SITE DEMOLITION PLAN
CS101 AERIAL SITE PLAN 1 06/25/2025
CG101 OVERALL SITE GRADING PLAN 2 06/25/2025
CG102 SITE GRADING PLAN 2 06/25/2025
CG103 SITE GRADING PROFILES 1 05/29/2025
CG104 STORMWATER DRY POND PLAN AND PROFILE 1 05/29/2025
CG105 OVERALL EROSION CONTROL PLAN 2 06/25/2025
CG106 EROSION CONTROL PLAN 2 06/25/2025
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 1 06/25/2025
CP102 SITE PLAN 2 06/25/2025
CP103 SITE PLAN
CP501 SITE DETAILS 1 06/25/2025
CP502 SITE DETAILS 1 06/25/2025
CU101 OVERALL SITE UTILITY PLAN 2 06/25/2025
CU102 SITE UTILITY PLAN 2 06/25/2025
CU121 SANITARY SEWER PLAN AND PROFILE 1 05/29/2025
CU141 STORM DRAIN PLAN AND PROFILE 2 06/25/2025
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 1 06/25/2025
LS501 LANDSCAPE DETAILS
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2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL
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3. PROPOSED STAGING AREA IS WITHIN PROJECT CONSTRUCTION LIMITS.
PROPOSED SIDEWALK, STORM SEWER AND TURF AREAS ARE TO BE
PHASED SUCH THAT THEY ARE NOT DAMAGED DURING CONSTRUCTION
OF BUILDING AND SURROUNDING PAVEMENT.
4. EROSION CONTROL SHALL BE MAINTAINED THROUGHOUT PROJECT. ALL
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SHEET ID
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GENERAL SHEET NOTES
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UTILITIES ARE IN EQUIVALENT OR BETTER CONDITION AFTER
COMPLETION OF THE PROJECT THAN BEFORE THE START OF
CONSTRUCTION.
2. PROPOSED STAGING AREA IS WITHIN PROJECT CONSTRUCTION LIMITS.
PROPOSED SIDEWALK, STORM SEWER AND TURF AREAS ARE TO BE
PHASED SUCH THAT THEY ARE NOT DAMAGED DURING CONSTRUCTION
OF BUILDING AND SURROUNDING PAVEMENT.
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N F.
R O
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SF
C O
M M
SF
BR
EA
K R
M
S
F
VE
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SF
D
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F
SF
D
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H
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D
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D
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H
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D
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BR
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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
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C H
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F
SF
BR
AN
C H
C H
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F
SF
D
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. C H
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F
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D
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F
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D
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R
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S F
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W O
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S
F
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JA
N
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S
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M
EN 14
SF
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ER
SF
EL
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SF
BR
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C H
C H
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F
SF
BR
AN
C H
C H
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F
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BR
AN
C H
C H
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F
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BR
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C H
C H
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F
SF
C O
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M
SF
C O
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S F
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AG
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C H
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F
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F
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C H
C H
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F
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BR
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C H
C H
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F
3 17
SF
D
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C H
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F
SF
D
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C H
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F
SF
C O
PY
R
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SF
BR
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C H
C H
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F
SF
D
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C H
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F
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S F
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M
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SF
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SF
BR
AN
C H
C H
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F
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BR
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C H
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F
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F
S
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7A
SF
C O
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SF
C O
R R
ID
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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
EISENHOWER DRIVE
200C
200D
TACTICAL
VEHICLE LAB
PARKING
GARAGE
LOT H2
LOT H1
LOT H
CONTRACTOR WORK LIMITS
K2
GR102
F2
GR102
A2
GR102
K12
GR102
E12
GR102
SHEET ID
D
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N
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D R
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SU
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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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US Army Corps of Engineers
SI
TE
P H
O
TO
L O
C
AT
IO
N
S
GR101
GENERAL SHEET NOTES
PHOTO LOCATION AND DIRECTION
SHEET LEGEND
XX
XXX
40' 80'0
TR
U
E N
O R
TH
SCALE: 1"=40'-0"
SITE PHOTO LOCATIONSA1
1. FOR SITE PHOTOS, SEE GR102.
R
EV
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ED
IN
A C
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ST
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LADDER
LADDER
BR
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D R
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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
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SF
D
IV
. C H
IE
F
SF
D
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H
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D
SF
D
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H
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D
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
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F
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BR
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C H
IE
F
SF
BR
AN
C H
C H
IE
F
SF
D
IV
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F
SF
D
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C H
IE
F
SF
D
IV
C H
IE
F
SF
D
IV
H
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D
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FI
R
E
PU
M P
S
F
VE
ST
IB
U
LE
S F
C O
R R
ID
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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
TACTICAL VEHICLE LAB
STORMWATER DRY POND
BLDG 200C
HH
CB
CB
PIV
S
W V
W V
FDC
W V
W V
CB
CB
CB
CB
C B
W M
HH
CO
CO
CB
C B
3 10
203 20
224 22
230 231
2 23
246 24
271 272
285 286
0 311
BLDG 219
LOT H2
PARKING
GARAGE
9 29
STAKING
No.
DESCRIPTION
BC
BC
BC
BC
BC
BC
BC
BC
BC
BC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
NORTHING
366,158.77
365,890.18
365,888.60
365,856.62
365,855.04
365,841.22
365,838.10
366,152.52
366,155.41
366,156.10
366,170.26
366,166.67
366,171.52
366,166.48
366,156.00
366,150.48
366,149.10
366,149.21
366,126.70
366,120.71
366,126.09
366,117.77
366,124.55
366,113.95
366,125.66
366,115.56
366,110.94
366,110.54
366,108.05
366,048.38
366,049.78
366,049.53
366,024.12
365,951.75
365,917.83
365,941.12
365,922.90
365,920.89
365,959.24
365,840.70
365,835.68
365,843.11
365,834.08
365,777.90
365,783.64
365,776.92
365,776.71
365,773.02
365,772.71
365,753.03
365,752.72
365,774.16
365,773.91
365,841.12
365,836.76
EASTING
13,480,440.10
13,480,451.48
13,480,414.18
13,480,415.53
13,480,378.23
13,480,378.82
13,480,305.22
13,480,291.90
13,480,360.92
13,480,376.27
13,480,380.64
13,480,414.07
13,480,452.42
13,480,451.52
13,480,489.60
13,480,489.83
13,480,494.99
13,480,500.99
13,480,490.94
13,480,491.19
13,480,446.49
13,480,446.84
13,480,515.53
13,480,515.88
13,480,552.63
13,480,552.57
13,480,556.92
13,480,561.46
13,480,559.62
13,480,521.46
13,480,505.21
13,480,499.21
13,480,517.69
13,480,519.34
13,480,527.66
13,480,512.16
13,480,504.99
13,480,511.43
13,480,517.67
13,480,561.48
13,480,562.64
13,480,566.97
13,480,568.72
13,480,571.10
13,480,564.85
13,480,547.97
13,480,542.97
13,480,548.17
13,480,543.20
13,480,598.65
13,480,589.43
13,480,578.98
13,480,569.73
13,480,427.06
13,480,431.19
STAKING
No.
DESCRIPTION
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
AP
AP
CONC
CONC
AP
AP
CONC
CONC
CONC
CONC
CONC
CONC
AP
AP
CONC
CONC
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
NORTHING
365,834.67
365,828.69
365,833.77
365,838.56
365,850.43
365,838.30
365,833.10
365,827.91
365,822.03
365,835.58
365,835.44
365,835.26
365,805.64
365,801.41
365,803.94
365,799.33
365,794.44
365,788.34
365,782.86
365,787.92
365,773.13
365,767.13
365,850.05
365,796.67
365,786.84
365,795.32
365,786.41
366,037.75
366,029.75
366,035.99
366,027.98
366,131.87
366,123.88
366,130.92
366,122.93
366,169.33
366,172.52
366,164.70
366,159.71
366,169.19
366,160.86
366,017.93
366,025.92
366,131.91
366,115.93
365,816.91
365,802.51
365,779.21
365,777.14
365,822.79
365,830.91
365,903.81
365,907.78
365,842.36
365,832.18
EASTING
13,480,413.17
13,480,413.84
13,480,391.97
13,480,386.77
13,480,387.44
13,480,380.77
13,480,375.99
13,480,253.67
13,480,256.60
13,480,248.33
13,480,242.34
13,480,238.19
13,480,249.81
13,480,252.10
13,480,246.41
13,480,248.81
13,480,256.78
13,480,262.04
13,480,262.25
13,480,257.32
13,480,315.70
13,480,315.99
13,480,378.45
13,480,218.41
13,480,218.48
13,480,208.89
13,480,208.98
13,480,229.50
13,480,229.84
13,480,189.45
13,480,189.25
13,480,225.46
13,480,225.71
13,480,203.76
13,480,204.11
13,480,223.85
13,480,291.38
13,480,291.54
13,480,291.75
13,480,355.33
13,480,355.68
13,479,959.82
13,479,959.31
13,480,495.72
13,480,496.40
13,480,272.79
13,480,268.20
13,480,301.11
13,480,312.56
13,480,413.26
13,480,430.77
13,480,527.37
13,480,507.74
13,480,552.16
13,480,554.32
STAKING
No.
DESCRIPTION
SW
SW
DS
DS
DS
CH
HYD
DS
DS
DS
DS
HYD
PIV
SS
DS
CH
NORTHING
365,802.25
365,788.58
365,806.28
366,100.83
366,008.60
365,824.24
365,785.38
365,805.67
365,841.56
365,947.19
366,041.74
366,161.48
366,156.22
366,022.02
366,139.58
366,150.64
EASTING
13,480,555.01
13,480,541.65
13,480,397.20
13,480,522.70
13,480,537.80
13,480,559.01
13,480,286.46
13,480,447.16
13,480,252.76
13,480,250.42
13,480,245.03
13,480,232.15
13,480,247.75
13,479,961.73
13,480,473.41
13,480,450.13
SHEET ID
D
ES
IG
N
B Y:
D R
AW
N
B Y:
C H
EC
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D B
Y:
SU
BM
IT
TE
D B
Y:
U .S
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TU
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A
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TR
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/ U
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AN
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D
TA
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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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US Army Corps of Engineers
SHEET LEGEND:
AP ASPHALT
BC BUILDING CORNER
CH COMM HANDHOLE
CONC CONCRETE
DS DRAINAGE STRUCTURE
HYD HYDRANT
PIV PI VALVE
SS SANITARY STRUCTURE
SW STORMWATER DRY POND
CONTRACTOR WORK LIMIT
ST
AK
IN
G
P
LA
N
VS10140' 80'0
TR
U
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O R
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SCALE: 1"=40'-0"
STAKING PLANA1
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STO
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C O
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SF
C O
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C O
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SF
BR
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SF
D
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F
SF
D
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H
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D
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D
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H
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D
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BR
AN
C H
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F
SF
BR
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C H
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F
SF
BR
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C H
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F
SF
BR
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C H
C H
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F
SF
D
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F
SF
D
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C H
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F
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D
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C H
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D
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W O
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F
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ST
SF
JA
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F
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M
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SF
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SF
EL
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SF
BR
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C H
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F
SF
BR
AN
C H
C H
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F
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BR
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C H
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BR
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C O
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C O
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SF
BR
AN
C H
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F
SF
BR
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F
SF
BR
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C H
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F
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BR
AN
C H
C H
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F
3 17
SF
D
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C H
IE
F
SF
D
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C H
IE
F
SF
C O
PY
R
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SF
BR
AN
C H
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F
SF
D
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F
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BR
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SF
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BR
AN
C H
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BR
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C H
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BR
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S
7A
SF
C O
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R
2A
SF
C O
R R
ID
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7B
SF
C O
R R
ID
O
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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
EXISTING DRIVE TO REMAIN
EISENHOWER DRIVE
SI
D
EW
AL
K
EX
IS
TI
N
G A
SP
H
AL
T
SI
D
EW
AL
K
SI
D
EW
AL
K
SI
D
EW
AL
K
SI
D
EW
AL
K
T1
T2
T3
T4
T5
T10
T9
T8
T7
T6
B7
B8
B6
B4
B5
B3
B1
B2
STORMWATER DRY POND
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_
BB
1.
D
W G
Pl ot
D at e:
/2 4/
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
BO
R
IN
G
P
LA
N
BB101
SOIL BORING
CONTRACTOR WORK LIMIT
SHEET LEGEND
GENERAL SHEET NOTES
1. SOIL BORINGS PERFORMED IN JANUARY AND FEBRUARY OF 2023 BY
TESTING ENGINEERS AND CONSULTANTS, INC.
TR
U
E N
O R
TH
SCALE: 1"=20'-0"
BORING PLANA1 20' 40'0
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 5/
W
2Q R
R
_P la ns -0
//FNC// //FNC//
CB-14
BOLLARDS
GSV
L.
P
L.P.
L.P.
L.P.
L.P.
L.P.
L.P.
L.P.
L.P.
L.P.
L.P.
L.P.
L.P.
L.P.
L.P.
L.P.L.P.
WSV
WSV
WSV
WSV
WSV
HYD.
HYD.
L.P.
FF=
618.48
FF=
618.47
FF=
618.51
FF=
618.34
BUILDING
SIGN
A .C
.U N
IT
HYD.
HYD.
SI
G
N
ST
O
R
AG
E C
O N
TA
IN
ER
ST
O
R
AG
E C
O N
TA
IN
ER
ST
O
R
AG
E C
O N
TA
IN
ER
SI
G
N
STOP STOP
FF=
619.20
STOP
ST
O
P
ST
O P
STONE
LANDSCAPE
FF=
618.41
SI
G
N
SI
G N
STO
P
D U
M
PS
TE
R
DUMPSTER
ST
O
R
AG
E C
O N
TA
IN
ER
D U
M
PS
TE
R
L.P.
D U
M
PS
TE
R
D U
M
PS
TE
R
D U
M
PS
TE
R
D U
M
PS
TE
R
D U
M
PS
TE
R
BOULDER
HYD.
ST
O
R
AG
E C
O N
TA
IN
ER
ST
O R
AG
E
C O
N
TA
IN
ER
ST
O
R
AG
E C
O N
TA
IN
ER
ST
O R
AG
E
C O
N
TA
IN
ER
ST
O
R
AG
E C
O N
TA
IN
ER
ST
O R
AG
E
C O
N
TA
IN
ER
A.C.UNIT
ST
O
R
AG
E C
O N
TA
IN
ER
ST
O R
AG
E
C O
N
TA
IN
ER
LADDER
MUELLER
PIV
SI
G
N
SI
G
N
SI
G N
SI
G
N
SI
G N
SI
G
N
SI
G N
SI
G
N
STO
P
SI
G
N
SI
G
N
SI
G
N
SI
G
N
GATE
SI
G N
SI
G
N
SI
G
N
SI
G
N
SI
G
N
SI
G
N
SI
G
N
SI
G
N
SI
G
N
SI
G
N SI
G
N
P O
R
TA
B
LE
SH
EL
TE
R
BLOCK
BARRIERS
M U
EL
LE
R
SI
G
N
ST
O
R
AG
E C
O N
TA
IN
ER
METAL
OVERHANG
C.O. C.O.
SI
G
N
S
TR
E E
T
SI
G
N SIGN
L.P.
L.P.
//S D
//S D
//S
D
//SD////SD//
"S
D
6"SD.
"S
D
4"SD.
"S
D
//S D
//SD//6"
S
D
12"SD
//SD//
//SD//
//SD//
6"SD.
//W
//W
//W
//W
//W
//E//
//E//
//E//
//E// //E//
//E// //E//
//E
//E
//E//
FF=
618.50
ELECTRIC
BOX
FF=
618.49
FF=
618.43
FF=
618.47
FF=
618.47
FF=
618.51
FF=
618.49
HYD.
L.P.
L.P.
SI
G
N
SI
G N
SI
G
N
SI
G N
SI
G
N
BUMPER
BLOCKS
A .C
.U N
IT
S
FF=
618.37
FF=
617.88
W
SV
SI
G
N
//S D
//S
D
"S
D
4"SD.
FF=
618.52
FF=
617.99
FF=
617.98
FF=
618.54
FF=
618.46
SI
G
N
CART
CHARGING
PANEL
FF=
618.49
CB-27
CB-28
CB-29
CB-7
CB-30
CULVERT-32
CB-43
LADDER
ELECTRIC MH
RIM=616.96
ELECTRIC MH
RIM=617.50
FIRE DEPT.
CONNECTION
TRANSFORMER
CONCRETE PAD
ELECTRICBOX
CONCRETE PAD
GVW #34
RIM=617.70
FULL/WATER
TRANSFORMER
CONCRETE PADELECTRICBOX
2"P.V.C.
PIPE
GVW
RIM=618.04
T/P=611.64
ELECTRIC
MH
RIM=617.10
ELECTRICBOX
GVW
RIM=617.17
T/P=609.05
GVW
RIM=616.96
T/P=610.14
#33
GVW
RIM=617.35
FULL/WATER
ACCESS
PANEL
ELECTRIC MH
RIM=617.67
ELECTRIC MH
RIM=617.54
GVW
RIM=618.08
T/P=611.38
ELECTRIC MH
RIM=617.54
TRANSFORMER
CONCRETE PAD
TRANSFORMER
CONCRETE PAD
M.H.
RIM=616.98
FULL/WATER
FIRE DEPT.
CONNECTION
CB-1
CB-15
CB-18
CB-19
CB-44
CB-31
CB-4
C.O.
GAS
METER
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-24
CB-13CB-9
CB-11
CB-5
CB-3
GAS
PIPELINE
C.O.
12"SS
12"SS
6"SD
6" S
D
6" S
D
"S
D
"S
D
30"SD
30"SD
12"SS
"S
"S
6"SD
12"SD
"S
D
54"SD
54"SD
15"SD
12"SD
18"SD18"SD
"S
D
54"SD
54"SD
"S
D
"S
D
"S
D
24"S D
10"SD
"S
D
6" S
D6"SD 6"SD
"S
D
"S
D
15"SD
6"SD
6"SS
4" S
S
"S
D
4"S D
12"SD
"S
D "S
D
18"SD
15"SD
15"SD
"S
D
18"SD
"S
D
12"SS
"S
D
15"SD
18"SD
"S
D "S
D
4"SD
"S
D
15"SD
"S
D "S
D
MH-42
12"SD
CB-12
SS M-4
CB-35
4"S D
"S
D
MH-21
CB-20
CB-34
GAS
METER
GAS
METER
BLOCK
BARRIERS
BLOCK
BARRIERS
BLOCK
BARRIERS
ELEC
CONTROL
BOX
BR
AD
LE
Y
D R
IV
E
BLDG
200D
EISENHOWER DRIVE
BLDG 200C
CLEAR AND GRUB
EXISTING ASPHALT,
SANITARY SEWER TRENCH
CONTRACTOR
WORK LIMIT
CONTRACTOR TO
VERIFY 6" STORM
PIPE IS ACTIVE
EXISTING POST INDICATOR
VALVE TO REMAIN,
CONNECT TO RELOCATED WATERMAIN
REMOVE BOLLARDS AND STEEL
POSTS AROUND
ELECTRICAL EQUIPMENT
(SEE E SHEETS FOR ELECTRICAL DEMOLITION)
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 D
1.
D W
G Pl ot D at e:
/2
4/
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
O
VE
R
AL
L
SI
TE
D
EM
O
LI
TI
O N
P
LA
N
CD101
REMOVE
REMOVE FENCE
REMOVE STORM SEWER
REMOVE ELECTRIC, UNDERGROUND
REMOVE WATER LINE
ASPHALT REMOVAL
CONCRETE REMOVAL
CONTRACTOR WORK LIMIT
//FNC//
//SD//
//E//
//W//
SHEET LEGEND
GENERAL SHEET NOTES
1. CONTRACTOR SHALL PROTECT ALL ITEMS NOT SHOWN FOR
DEMOLITION.
2. CONTRACTOR SHALL SAW CUT AT ALL PAVEMENT REMOVAL LIMITS.
TEMPORARY GRAVEL MAY BE REQUIRED FOR OPEN TRAFFIC OR FOR
GENERAL SAFETY.
40' 80'0
TR
U
E N
O R
TH
SCALE: 1"=40'-0"
OVERALL SITE DEMOLITION 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 5/
W
2Q R
R
_P la ns -0
//FN
C
//FNC// //FNC// //FNC// //FNC//
CB-14
BOLLARDS
GSV
L.P.
L.P.
L.P.
L.P.
L.P.L.P.
WSV
WSV
WSV
HYD.
HYD. SI
G
N
STOP
STO
P
ST
O
R
AG
E C
O N
TA
IN
ER
ST
O R
AG
E
C O
N
TA
IN
ER
LADDER
MUELLER
PIV
SI
G
N
SI
G
N
SI
G N
SI
G
N
SI
G N
SI
G
N
SI
G N
SI
G
N
STO
P
SI
G
N
SI
G
N
SI
G
N
SI
G
N
//FNC//GATE
SI
G
N
SI
G
N
SI
G
N
SI
G
N
SI
G
N
SI
G
N
SI
G
N
SI
G
N
SI
G
N
SI
G
N SI
G
N
P O
R
TA
B
LE
SH
EL
TE
R
BLOCK
BARRIERS
M U
EL
LE
R
SI
G
N
C.O. C.O.
SI
G
N
L.P.
//S D
//S
D
//S D
//S D
//S
D
//S D
//S
D
//S D
//S D
//SD//
//SD//
//SD//
//SD//
"S
D
6"SD.
"S
D
4"SD.
"S
D
//S D
//S
D
//SD//
//SD//
6" S
D
12"SD
//SD//
//SD//
//SD//
//SD//
//SD//
//SD//
//SD//
6"SD.
//W
//W
//W
//W
//W
//W
//W
//W
//W
//W
//W
//W
//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
FF=
618.50
ELECTRIC
BOX
FF=
618.49 HYD.
L.P.
SI
G
N
SI
G N
SI
G
N
SI
G N
SI
G
N
BUMPER
BLOCKS
A .C
.U N
IT
S
FF=
617.88
W
SV
SI
G
N
//S D
//S
D
//S D
//S
D
"S
D
4"SD.
FF=
618.52
FF=
617.99
FF=
617.98
FF=
618.54
FF=
618.46
SI
G
N
CART
CHARGING
PANEL
FF=
618.49
CB-27
CB-28
CB-29
CB-7
CB-30
CULVERT-32
CB-43
LADDER
GVW #34
RIM=617.70
FULL/WATER
#33
GVW
RIM=617.35
FULL/WATER
ACCESS
PANEL
ELECTRIC MH
RIM=617.67
ELECTRIC MH
RIM=617.54
GVW
RIM=618.08
T/P=611.38
ELECTRIC MH
RIM=617.54
TRANSFORMER
CONCRETE PAD
TRANSFORMER
CONCRETE PAD
FIRE DEPT.
CONNECTION
CB-4
SS MH-5
MH-37
MH-38MH-41
MH-23
T MH
RIM=617.64
CB-36
CB-33
CB-24
GAS
PIPELINE
C.O.
18"SD18"SD
"S
D
54"SD
54"SD
"S
D
"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 "S
D
4"SD
MH-42
12"SD
SS M-4
CB-35
4"S D
"S D
MH-21
GAS
METER
GAS
METER
BLOCK
BARRIERS
BLOCK
BARRIERS
BLOCK
BARRIERS
ELEC
CONTROL
BOX
BR
AD
LE
Y
D R
IV
E
BLDG 200D
EXISTING ASPHALT
TO REMAIN
DEMOLISH EXISTING CONCRETE
DEMOLISH EXISTING CONCRETE
DEMOLISH EXISTING ASPHALT
DEMOLISH EXISTING ASPHALT
DEMOLISH EXISTING ASPHALT
DEMOLISH EXISTING CONCRETE
EX
IS
TI
N
G A
SP
H
AL
T
TO
R
EM
AI
N
CLEAR AND GRUB
EXISTING CONCRETE
COMMUNICATIONS
TRENCH
EXISTING STRUCTURE,
(SMOKING SHELTER) TO
BE RELOCATED BY GOVERNMENT
CONCRETE BARRIERS TO BE
RELOCATED BY DETROIT ARSENAL
DEMOLISH UNDERGROUND ELECTRICAL
AND LIGHT POLES
DEMOLISH CULVERT
REMOVE TREE
REMOVE WATERMAIN, VALVE
AND HYDRANT
DEMOLISH CATCH BASIN AND
STORM PIPESDEMOLISH
FENCE AND GATE
DEMOLISH CLEANOUTS
REPLACE STORM
STRUCTURE
EXISTING ASPHALT,
STORM PIPE TRENCH
REMOVE TREE
DEMOLISH
CART CHARGER
AND SIGN
DEMOLISH EXISTING CONCRETE
CONCRETE BARRIERS TO BE
RELOCATED BY DETROIT ARSENAL
CONCRETE BARRIERS TO BE
RELOCATED BY DETROIT ARSENAL
REPLACE STORM
STRUCTURE
DEMOLISH CONCRETE SLAB
BELOW SHELTER
DEMOLISH CONCRETE
FILLED CATCH BASIN
CONTRACTOR
WORK LIMIT
ABANDON, CUT AND
CAP EXISTING 12" STORM
ABANDON, CUT AND CAP
EXISTING 8" STORM
CONTRACTOR TO
VERIFY 6" STORM
PIPE IS ACTIVE
REMOVE
WATERMAIN,
HYDRANT
AND VALVES
REMOVE TREE
SAW CUT CONCRETE
CONCRETE TO REMAIN
EXISTING PIV
TO REMAIN,
CONNECT TO
RELOCATED
WATERMAIN
REMOVE BOLLARDS AND STEEL
POSTS AROUND
ELECTRICAL EQUIPMENT
(SEE E SHEETS FOR
ELECTRICAL DEMOLITION)
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 D
2.
D W
G Pl ot D at e:
/2
4/
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
D
EM
O
LI
TI
O
N P
LA
N
CD102
REMOVE
REMOVE FENCE
REMOVE STORM SEWER
REMOVE ELECTRIC, UNDERGROUND
REMOVE WATER LINE
ASPHALT REMOVAL
CONCRETE REMOVAL
CONTRACTOR WORK LIMIT
//FNC//
//SD//
//E//
//W//
SHEET LEGEND
GENERAL SHEET NOTES
1. CONTRACTOR SHALL PROTECT ALL ITEMS NOT SHOWN FOR
DEMOLITION.
2. CONTRACTOR SHALL SAW CUT AT ALL PAVEMENT REMOVAL LIMITS.
TEMPORARY GRAVEL MAY BE REQUIRED FOR OPEN TRAFFIC OR FOR
GENERAL SAFETY.
MATCH LINE - SEE SHEET CD103
20' 40'0
TR
U
E N
O R
TH
SCALE: 1"=20'-0"
SITE DEMOLITION 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 5/
W
2Q R
R
_P la ns -0
CB-14
BOLLARDS
L.P.
L.P.
L.P.
L.P.
L.P.L.P.
WSVHYD.
ST
O R
Y
PA
R
KI
N G
G
AR
AG
E
STOP STOP
STOP
ST
O
P
ST
O P
STO
P
LADDER
STO
P
GATE
#200 D
EX. BLDG.
METAL
OVERHANG
C.O. C.O.
L.P.
"S
D
6"SD.
"S
D
4"SD.
"S
D
6" S
D
12"SD
6"SD.
#2
EX
IS
TI
N
G B
U
IL
D
IN
G
ELECTRIC
BOX
HYD.
L.P.
"S
D
4"SD.
CART
CHARGING
PANEL
CB-27
CB-28
CB-29
CB-7
CB-30
CULVERT-32
CB-43
LADDER
#33
GVW
RIM=617.35
FULL/WATER
GAS
METER
CB-24
GAS
PIPELINE
"S
D
"S
D
GAS
METER
GAS
METER
ELEC
CONTROL
BOX
BR
AD
LEY D
R
IVE
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
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S F
C O
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ID
O
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2B
SF
W O
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EN
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F
VE
ST
SF
JA
N
C
LO
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T
S
F
VE
ST
SF
M
EN 14
SF
N U
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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
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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
EISENHOWER DRIVE
200C
200D
TACTICAL
VEHICLE LAB
5 STORY
PARKING
GARAGE
LOT H1
LOT H2
CONTRACTOR WORK LIMITS
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
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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
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F
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ES
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0-
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M
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C R
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A.
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KO
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TL
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KEY PLAN
US Army Corps of Engineers
AE
R
IA
L
SI
TE
P
LA
N
CS101
CONTRACTOR WORK LIMIT
SHEET LEGEND
GENERAL SHEET NOTES
1. AERIAL IMAGE DATED JULY 2022.
40' 80'0
TR
U
E N
O R
TH
SCALE: 1"=40'-0"
AERIAL 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 5/
W
2Q R
R
_P la ns -0
BR
AD
LE
Y
D R
IV
E
EISENHOWER DRIVE
TACTICAL
VEHICLE LAB
SI
D
EW
AL
K
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
SI
D
EW
AL
K
FF=
618.48
FF=
618.47
FF=
618.51
FF=
618.34
STOP STOP
FF=
619.20
STOP
ST
O
P
ST
O P
FF=
618.41
STO
P
LADDER
METAL
OVERHANG
FF=
618.50
FF=
618.49
FF=
618.43
FF=
618.47
FF=
618.47
FF=
618.51
FF=
618.49
FF=
618.37
FF=
617.88
FF=
618.52
FF=
617.99
FF=
617.98
FF=
618.54
FF=
618.46
FF=
618.49
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
613614
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
U
D U
D
CO
SD
SD
SD
CO
CB
SD
SD
SD
C B
1+00 2+00
3+00
4+
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
+0
+0
13+00
13+77.49
STORMWATER DRY
POND PROFILE
(SEE CG104)
STORMWATER DRY POND SECTION
(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
G
H
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K
L
M
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P
Fi le
P at h:
X
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7.
\T
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\C
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\5
4_
C G
1.
D W
G Pl ot D at e:
/2
4/
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
O
VE
R
AL
L
SI
TE
G
R
AD
IN
G
P
LA
N
CG101
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
40' 80'0
TR
U
E N
O R
TH
SCALE: 1"=40'-0"
OVERALL SITE GRADING PLANA1
1. FOR SITE SLOPES, SEE CG102.
2. FOR SITE PROFILES, SEE CG103.
3. FOR POND PROFILES, SEE CG104.
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/
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
5/
W
2Q R
R
_P la ns -0
BR
AD
LE
Y
D R
IV
E
BLDG 200C
EXISTING DRIVE
EISENHOWER DRIVE
TACTICAL VEHICLE LAB
SI
D
EW
AL
K
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
SI
D
EW
AL
K
SI
D
EW
AL
K
STOP
STO
P
LADDER
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
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-10
MH-23
C.O.
MH-42
SS M-4
CB-35
MH-21
EX
IS
TI
N
G A
SP
H
AL
T
617.49
618.18
618.10
617.58
617.82
617.82
617.82
617.23
617.82
618.18
617.99
HH
SD
SD
SD
SD
SD
SD
SD
SD
SD
CB
CB SD SD SD SD
PIV
W V
W V
FDC
W V
W V
CB
CB
CB
CB
SD SD SD
SD
SD
SD
SD
C B
W M
HH
U D
U D
U D
U D
UD
CO
SD
SD
SD
SD
SD
SD
SD
CO
CB
SD
SD
SDSD
SD
SD
SD
SD
C
B
BLDG 200D
618.49
618.43 618.43618.49
617.64
617.72 617.93617.88
618.18
617.88
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
-25.00%
-25.00%
-2 4.
-25.00%
-1 8.
-1 9.
-2 2.
-1 7.
-1.91%
-4 .6
5%
-3.64%
-6 .6
6%
-8 .2
8%
-5 .5
1%
-4.95%
-2 .1
4%
-6 .5
2%
-25 .00
-2.24%
-2.
-5.40%
-2 .6
6%-2 .3
1%
-3 .4
3%
-2 .3
7%
-2 .6
6%
-2 .4
2%
618.49
617.48
617.55
619.00
617.95
618.00
617.98 618.49
618.06
618.43
618.13
618.13618.18
618.13
618.13
618.00
618.00 618.38
618.18
618.06
617.56617.31
616.57
617.50
616.83
617.16
-4.96%
-2.15%
-2.77%
-1 .9
9% -1 .6
9%
-3 .6
7%
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
7.
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
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IG
N
B Y:
D R
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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
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
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/2 9/
R
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ED
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A
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D
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W
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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
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SF
C O
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R O
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C O
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BR
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C H
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C H
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C H
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BR
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C H
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C H
C H
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BR
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C H
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C O
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C O
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S F
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AG
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SF
BR
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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
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
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C H
IE
F
SF
BR
AN
C H
C H
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F
S F
O
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N O
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IC
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S F
O
PE
N O
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IC
E
SF
M
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H
SF
EL
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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
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F
S
F
LO
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R
S
7A
SF
C O
R R
ID
O
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2A
SF
C O
R R
ID
O
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7B
SF
C O
R R
ID
O
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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
SS
S
S S
S
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
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D B
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SU
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D B
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MA
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/ U
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AN
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TA
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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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US Army Corps of Engineers
O
VE
R
AL
L
ER
O
SI
O N
C O
N
TR
O L
PL
AN
CG105
EROSION CONTROL NOTES
40' 80'0
TR
U
E N
O R
TH
SCALE: 1"=40'-0"
OVERALL 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/
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
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
5/
W
2Q R
R
_P la ns -0
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
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
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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
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H
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D
SF
FI
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PU
M P
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F
VE
ST
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S F
C O
R R
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2B
SF
W O
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EN
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F
VE
ST
SF
JA
N
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F
VE
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SF
M
EN 14
SF
N U
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M O
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SF
EL
EC
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
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F
SF
BR
AN
C H
C H
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F
SF
BR
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C H
C H
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F
SF
C O
PY
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SF
C O
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S F
ST
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AG
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R
EA
SF
BR
AN
C H
C H
IE
F
SF
BR
AN
C H
C H
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SF
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C H
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F
SF
BR
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C H
C H
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3 17
SF
D
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C H
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D
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C O
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M
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EL
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BR
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C H
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SF
C O
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C O
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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
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W V
W V
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CB
CB
CB
C B
W M
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CO
CO
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CONCRETE APRON
EXISTING DRIVE
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SI
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H16
CG504
H16
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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
SSS
A1
CG503
FILTER ROLL
H1
CG503
3 61
SSSSS
S
S S
S
SSS
S S SSS
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S S
H16
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SILT
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SHEET ID
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US Army Corps of Engineers
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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
20' 40'0
TR
U
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SCALE: 1"=20'-0"
EROSION CONTROL PLANA1
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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
R
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IN
A
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FF=
618.48
FF=
618.47
FF=
618.51
FF=
618.34
STOP STOP
FF=
619.20
STOP
ST
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ST
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FF=
618.41
STO
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METAL
OVERHANG
FF=
618.50
FF=
618.49
FF=
618.43
FF=
618.47
FF=
618.47
FF=
618.51
FF=
618.49
FF=
618.37
FF=
617.88
FF=
618.52
FF=
617.99
FF=
617.98
FF=
618.54
FF=
618.46
FF=
618.49
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
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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.
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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
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PIPELINE
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TACTICAL VEHICLE LAB
FFE = 618.49
BB
B B
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TACTICAL VEHICLE LAB
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BLDG 200C
STORMWATER DRY POND
(SEE CG104)
SHEET ID
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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
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ASPHALT
CONCRETE
CONTRACTOR WORK LIMIT
SHEET LEGEND
GENERAL SHEET NOTES
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.
40' 80'0
TR
U
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O R
TH
SCALE: 1"=40'-0"
OVERALL SITE PLANA1
R
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A
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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
CONCRET…
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