Am-0005_W9128F-19-R-0002_Drawings(Reissued).pdf
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C
CB
C
H A
IN
L
IN
K
C
H A
IN
L
IN
K
8' CHAIN LINK
8' CHAIN LINK
SEE PROFILE ON SHEET CU204
8" SAN. SEWER LINE #2
SEE PROFILE ON SHEET CU204
8" SAN. SEWER LINE #2
SEE PROFILE ON SHEET CU204
8" SAN. SEWER LINE #2
E = 3206535
N = 1300100
INV. IN (WEST) = 5880.28
INV. OUT (SOUTH) = 5880.08
RIM = 5890.90
NEW SAN. SEWER MANHOLE #2-2
STA 4 + 89
E 3206535
N 1309781
INV. IN (NORTH) = 5876.92
INV. OUT (SOUTH) = 5876.72
RIM = 5889.50
SAN. SEWER MANHOLE #2-1
STA 1+70
SEE PROFILE ON SHEET CU204
8" SAN. SEWER LINE #2
MANHOLE INV. ELEV = 5876.92
PROVIDE CAP OR WATERTIGHT PLUG
STUB LENGTH TO BE APPROX. 40 L.F. AT 1% SLOPE
8" STUB WEST FOR FUTURE CONNECTION
S O
L
IC
IT
A T
IO
N N
O
D E
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IG
N E
D B
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D E
S C
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IP
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A
M A
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S
IZ
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S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
1 2 3 4
5 6 7
9 10 11
14 15
16 17
1+00
2+00
3+00
4+00
1+20
1+40
1+60
1+80
2+20
2+40
2+60
2+80
3+20
3+40
3+60
3+80
4+20
4+40
4+60
4+80
I
I
S
S
CB
CB
CO
CO
CO
G
30' 60'0
N
SCALE 1" = 30' - 0"
WATER, SANITARY SEWER AND INDUSTRIAL WASTE)
ENTERING OR EXITING BUILDINGS (DOMESTIC WATER, FIRE
SEE PLUMBING SHEETS FOR CONTINUATION OF SERVICE LINES3.
TEST STATIONS TO FINAL GRADE.
PROTECTION TEST STATIONS AND TRACER WIRE
VALVE BOXES, SWITCHES, VAULT LIDS AND CATHODIC
THE CONTRACTOR SHALL ADJUST ALL MANHOLES,2.
COINCIDE OR OVERLAP.
COF CONTRACTOR IN AREAS WHERE LIMITS OF CONSTRUCTION
HALF TONE FOR INFORMATION ONLY. COORDINATE WITH
FUTURE COF PROJECT WORK (BY OTHERS) IS SHOWN IN1.
NOTES:
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
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IN
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A H
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B E
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O L A
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F O
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A R
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D O
T A
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A L E
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IN
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N A
N C
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A C
IL
IT
IE
A
S I
D
D E
R
IC
K S
O N
D E
R
IC
K S
O N
A R
E A
KEY PLAN
SCALE 1" = 1000'
W
D A
V E
N P
O R
T
F C
C
IC
U S .d g n
S A
N
IT
A R
Y S
E W
E R P
L A
N
CU115S
L L
IE
N
W F -1
-R -0
F -4
-0
/2
/2
A M G
E N
E R
A L R
E V
IS
IO
N S
-1
-2
A
M G
E N
E R
A L R
E V
IS
IO
N S
A5
CU501
WARFIGHTER RD (ASPHALT)
MATERIAL = PVC
SIZE = 8"
INV. OUT EAST = 5881.47
INV. IN WEST = 5881.63
RIM = 5890.92
SANITARY MANHOLE
EE
G
SIZE = 15"
MATERIAL = CPP
INV OUT SOUTH = 5891.85
RIM = 5894.99
STORM DRAIN CATCH BASIN
SIZE = 18"
MATERIAL = CPP
INV OUT WEST = 5890.88
INV. IN NORTH = 5890.83
RIM = 5895.66
STORM DRAIN CATCH BASIN
SIZE = 18"
MATERIAL = CPP
INV OUT SOUTH = 5890.97
INV. IN NORTH = 5891.86
RIM = 5895.67
STORM DRAIN CATCH BASIN
W W
W
W
C
H A
IN
L
IN
K C
H A
IN
L
IN
K
S O
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IC
IT
A T
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N N
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D E
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N E
D B
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D E
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A
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S U
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D B
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D A
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C O
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R A
C T N
O
C H
E C
K E
D B
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D R
A W
N B
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IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
1 2 3 4
5 6 7
9 10 11
14 15
16 17
0+00
1+00
2+00
3+00
0+20
0+40
0+60
0+80
1+20
1+40
1+60
1+80
2+20
2+40
2+60
2+80
3+20
3+40
3+60
3+80
SS
AA
AA
AA
CB
10" GATE VALVE
10" GATE VALVES (2)
CU223 THROUGH CU227
SEE PROFILE ON SHEETS
10" WATER LINE #5
CU223 THROUGH CU227
SEE PROFILE ON SHEETS
10" WATER LINE #5
AND GATE VALVE
FIRE HYDRANT
PROVIDE THRUST BLOCK
10" CAP FOR FUTURE EXPANSION
10" X 10" X 10" TAPPING SLEEVE
CONNECT TO EXISTING 10" WATER
SEE PLUMBING SHEETS FOR CONTINUATION OF SERVICE LINES3.
TEST STATIONS TO FINAL GRADE.
PROTECTION TEST STATIONS AND TRACER WIRE
VALVE BOXES, SWITCHES, VAULT LIDS AND CATHODIC
THE CONTRACTOR SHALL ADJUST ALL MANHOLES,2.
COINCIDE OR OVERLAP.
COF CONTRACTOR IN AREAS WHERE LIMITS OF CONSTRUCTION
HALF TONE FOR INFORMATION ONLY. COORDINATE WITH
FUTURE COF PROJECT WORK (BY OTHERS) IS SHOWN IN1.
NOTES:
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:45:19 PM 4/24/2019
...\FC\FCCI\40000 Design Products\CAD_BIM\_Sheets\FCCICU110W
U .S
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P S O
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A P
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A C
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S I
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D E
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K S
O N
D E
R
IC
K S
O N
KEY PLAN
SCALE 1" = 1000'
F C
C
IC
U
W .d g n
W A
T E
R D
IS
T R
IB
U T
IO
N P
L A
N
CU110W
L L
IE
N
A R
E A
D E
R
IC
K S
O N
W F -1
-R -0
F -4
-0
/2
/2
A
M G
E N
E R
A L R
E V
IS
IO
N S
A8
CU505
V0441
O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
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IP
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IO
N
A
M A
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S
IZ
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S U
B M
IT
T E
D B
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D A
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C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
1 2 3 4
5 6 7
9 10 11
14 15
16 17
PIV
0+00
1+00
2+00
3+00
0+20
0+40
0+60
0+80
1+20
1+40
1+60
1+80
2+20
2+40
2+60
2+80
3+20
3+40
3+60
3+80
SS
EV-8
2P
2P
2P
P
C
AAAA
CB
2P
WARFIGHTER RD (ASPHALT)
S
MATERIAL = PVC
SIZE = 8"
INV. OUT EAST = 5881.47
INV. IN WEST = 5881.63
RIM = 5890.92
SANITARY MANHOLE
EE
G
SIZE = 15"
MATERIAL = CPP
INV OUT SOUTH = 5891.85
RIM = 5894.99
STORM DRAIN CATCH BASIN
SIZE = 18"
MATERIAL = CPP
INV OUT WEST = 5890.88
INV. IN NORTH = 5890.83
RIM = 5895.66
STORM DRAIN CATCH BASIN
SIZE = 18"
MATERIAL = CPP
INV OUT SOUTH = 5890.97
INV. IN NORTH = 5891.86
RIM = 5895.67
STORM DRAIN CATCH BASIN
W W
W
W
C
H A
IN
L
IN
K C
H A
IN
L
IN
K
MH-3
PIV
10" GATE VALVE
10" GATE VALVES (2)
CU223 THROUGH CU227
SEE PROFILE ON SHEETS
10" WATER LINE #5
CU223 THROUGH CU227
SEE PROFILE ON SHEETS
10" WATER LINE #5
AND GATE VALVE
FIRE HYDRANT
PROVIDE THRUST BLOCK
10" CAP FOR FUTURE EXPANSION
10" X 10" X 10" TAPPING SLEEVE
CONNECT TO EXISTING 10" WATER
PROVIDE 2 BOLLARDS (OPTION)
10" POST INDICATOR VALVE AND FIRE SERVICE
SEE PLUMBING SHEETS FOR CONTINUATION OF SERVICE LINES3.
TEST STATIONS TO FINAL GRADE.
PROTECTION TEST STATIONS AND TRACER WIRE
VALVE BOXES, SWITCHES, VAULT LIDS AND CATHODIC
THE CONTRACTOR SHALL ADJUST ALL MANHOLES,2.
COINCIDE OR OVERLAP.
COF CONTRACTOR IN AREAS WHERE LIMITS OF CONSTRUCTION
HALF TONE FOR INFORMATION ONLY. COORDINATE WITH
FUTURE COF PROJECT WORK (BY OTHERS) IS SHOWN IN1.
NOTES:
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:47:36 PM 4/24/2019
...\FC\FCCI\40000 Design Products\CAD_BIM\_Sheets\FCCICU110WA
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
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T R
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F
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A P
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O L A
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A R
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D O
T A
C T
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A L E
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M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
S I
D
D E
R
IC
K S
O N
D E
R
IC
K S
O N
A R
E A
KEY PLAN
SCALE 1" = 1000'
W
D A
V E
N P
O R
T
F C
C
IC
U
W A .d g n
W A
T E
R D
IS
T R
IB
U T
IO
N P
L A
N
CU110WA
O P
T
IO
N
W
D A
V E
N P
O R
T
W F -1
-R -0
F -4
-0
/2
/2
A
M G
E N
E R
A L R
E V
IS
IO
N S
A8
CU505
A5
CU501
CU505
WARFIGHTER RD (ASPHALT)
SIZE = 40"
MATERIAL = CPP
INVERT = NOT RECORDED
SIZE = 40"
MATERIAL = CPP
INVERT = 5876.39
SIZE = 30"
MATERIAL = CPP
INVERT = 5877.94
SIZE = 30"
MATERIAL = CPP
INVERT = 5877.96
SIZE = 30"
MATERIAL = CPP
INVERT = 5878.85
SIZE = 30"
MATERIAL = CPP
INVERT = 5878.26
G
E
G
G
W
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
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D E
S C
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N
A
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S
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S U
B M
IT
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D B
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D A
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C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
1 2 3 4
5 6 7
9 10 11
14 15
16 17
27+00
26+80
11+00
12+00
11+20
11+40
11+60
11+80
II
I
I
I
S
SS
SS
GATE VALVE
FIRE HYDRANT AND
10" GATE VALVE
FIRE HYDRANT AND GATE VALVE
10" GATE VALVES (2)
8" FIRE WATER
CU223 THROUGH CU227
SEE PROFILE ON SHEETS
10" WATER LINE #5
CU228 AND CU229
SEE PROFILE ON SHEETS
10" WATER LINE #6
PROVIDE THRUST BLOCK
10" CAP FOR FUTURE EXPANSION
SEE PLUMBING SHEETS FOR CONTINUATION OF SERVICE LINES3.
TEST STATIONS TO FINAL GRADE.
PROTECTION TEST STATIONS AND TRACER WIRE
VALVE BOXES, SWITCHES, VAULT LIDS AND CATHODIC
THE CONTRACTOR SHALL ADJUST ALL MANHOLES,2.
COINCIDE OR OVERLAP.
COF CONTRACTOR IN AREAS WHERE LIMITS OF CONSTRUCTION
HALF TONE FOR INFORMATION ONLY. COORDINATE WITH
FUTURE COF PROJECT WORK (BY OTHERS) IS SHOWN IN1.
NOTES:
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:38:58 PM 4/24/2019
...\FC\FCCI\40000 Design Products\CAD_BIM\_Sheets\FCCICU111W
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
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S I
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D E
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K S
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D E
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K S
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KEY PLAN
SCALE 1" = 1000'
F C
C
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U
W .d g n
W A
T E
R D
IS
T R
IB
U T
IO
N P
L A
N
CU111W
L L
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N
A R
E A
W
D A
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N P
O R
T
W F -1
-R -0
F -4
-0
/2
/2
A
M G
E N
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A L R
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IS
IO
N S
-1
-2
G
E N
E R
A L R
E V
IS
IO
N S
C8
CU505
A8
CU505
SIZE = 18"
MATERIAL = CPP
INVERT = 5891.304
SIZE = 18"
MATERIAL = CPP
INVERT = 5891.236
SIZE = 18"
MATERIAL = CPP
INVERT = 5891.416
C
H A
IN
L
IN
K
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
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D E
S C
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IP
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N
A
M A
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S
IZ
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S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
1 2 3 4
5 6 7
9 10 11
14 15
16 17
9+00
10+00
8+20
8+40
8+60
8+80
9+20
9+40
9+60
9+80
10+20
10+40
10+60
8+
8+
PIV
PIV
II
S
CO CO CO CO CO COCO
CO
CB
CB
CB
CO
CO
CO CO CO CO CO
CO
CO
CO CO CO CO
10" GATE VALVE
10" GATE VALVE
FIRE HYDRANT AND GATE VALVE
10" GATE VALVE
FIRE HYDRANT AND GATE VALVE
10" POST INDICATOR VALVE
AND 10" FIRE SERVICE
10" POST INDICATOR VALVE
SEE PROFILE ON SHEET CU216
10" WATER LINE #1
SEE PROFILE ON SHEET CU216
10" WATER LINE #1
SEE PROFILE ON SHEET CU216
10" WATER LINE #1
10" FIRE WATER
PROVIDE THRUST BLOCK
10" CAP FOR FUTURE EXPANSION
TOP OF PIPE ELEV. = 5888.67
APPROX. 110 L.F. OF 10" WATER LINE
SEE PLUMBING SHEETS FOR CONTINUATION OF SERVICE LINES3.
TEST STATIONS TO FINAL GRADE.
PROTECTION TEST STATIONS AND TRACER WIRE
VALVE BOXES, SWITCHES, VAULT LIDS AND CATHODIC
THE CONTRACTOR SHALL ADJUST ALL MANHOLES,2.
COINCIDE OR OVERLAP.
COF CONTRACTOR IN AREAS WHERE LIMITS OF CONSTRUCTION
HALF TONE FOR INFORMATION ONLY. COORDINATE WITH
FUTURE COF PROJECT WORK (BY OTHERS) IS SHOWN IN1.
NOTES:
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:40:23 PM 4/24/2019
...\FC\FCCI\40000 Design Products\CAD_BIM\_Sheets\FCCICU114W
U .S
A R
M Y C
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P S O
F E
N G
IN
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A H
A
N E
F
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A M
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D E
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KEY PLAN
SCALE 1" = 1000'
F C
C
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W .d g n
W A
T E
R D
IS
T R
IB
U T
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N P
L A
N
CU114W
L L
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N
A R
E A
W
D A
V E
N P
O R
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W F -1
-R -0
F -4
-0
/2
/2
A
M G
E N
E R
A L R
E V
IS
IO
N S
-1
-2
A
M G
E N
E R
A L R
E V
IS
IO
N S
A5
CU505
A5
CU505
A8
CU505
A8
CU505
TO FUEL FARM
TO FUEL FARM
SIZE = 4"
MATERIAL = PVC
INVERT = 5876.73
SIZE = 4"
MATERIAL = PVC
INVERT = 5876.77
SIZE = 6"
MATERIAL = PVC
INVERT = 5879.49
SIZE = 6"
MATERIAL = PVC
INVERT = 5879.50
SIZE = 6"
MATERIAL = PVC
INVERT = 5879.52
SIZE = 12"
MATERIAL = RCP
INVERT = 5879.54
SIZE = 12"
MATERIAL = RCP
INVERT = 5879.86
SIZE = 12"
MATERIAL = RCP
INVERT = 5880.29
SIZE = 6"
MATERIAL = RCP
INVERT = 5881.22
SIZE = 12"
MATERIAL = RCP
INVERT = 5881.37
CB
C
H A
IN
L
IN
K
C
H A
IN
L
IN
K
8' CHAIN LINK
8' CHAIN LINK
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
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IP
T
IO
N
A
M A
R K
S
IZ
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S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
1 2 3 4
5 6 7
9 10 11
14 15
16 17
8+00
7+20
7+40
7+60
7+80
7+00
8+00
9+00
10+00
7+20
7+40
7+60
7+80
8+20
8+40
8+60
8+80
9+20
9+40
9+60
9+80
10+20
10+40
10+60
I
I
S
S
CB
CB
CO
CO
CO
G
4" GATE VALVE
10" GATE VALVE
10" GATE VALVE
10" GATE VALVE
AND GATE VALVE
FIRE HYDRANT
GATE VALVE
FIRE HYDRANT AND
GATE VALVE
FIRE HYDRANT AND
SEE PROFILE ON SHEET CU218
10" WATER LINE #2
CU221 AND CU222
SEE PROFILE ON SHEETS
10" WATER LINE #4
CU221 AND CU222
SEE PROFILE ON SHEETS
10" WATER LINE #4
CU221 AND CU222
SEE PROFILE ON SHEETS
10" WATER LINE #4
4" DOMESTIC WATER
PROVIDE THRUST BLOCK
10" CAP FOR FUTURE EXPANSION
SEE PLUMBING SHEETS FOR CONTINUATION OF SERVICE LINES3.
TEST STATIONS TO FINAL GRADE.
PROTECTION TEST STATIONS AND TRACER WIRE
VALVE BOXES, SWITCHES, VAULT LIDS AND CATHODIC
THE CONTRACTOR SHALL ADJUST ALL MANHOLES,2.
COINCIDE OR OVERLAP.
COF CONTRACTOR IN AREAS WHERE LIMITS OF CONSTRUCTION
HALF TONE FOR INFORMATION ONLY. COORDINATE WITH
FUTURE COF PROJECT WORK (BY OTHERS) IS SHOWN IN1.
NOTES:
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:42:45 PM 4/24/2019
...\FC\FCCI\40000 Design Products\CAD_BIM\_Sheets\FCCICU115W
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F O
R T C
A R
S O
N
C O
L O
R A
D O
T A
C T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
S I
D
D E
R
IC
K S
O N
D E
R
IC
K S
O N
KEY PLAN
SCALE 1" = 1000'
F C
C
IC
U
W .d g n
W A
T E
R D
IS
T R
IB
U T
IO
N P
L A
N
CU115W
L L
IE
N
A R
E A
W
D A
V E
N P
O R
T
W F -1
-R -0
F -4
-0
/2
/2
A
M G
E N
E R
A L R
E V
IS
IO
N S
-1
-2
A
M G
E N
E R
A L R
E V
IS
IO
N S
A8
CU505
C8
CU505
A8
CU505
b
SEE NOTE 2
FINISH GRADE,
GROUND LINE
SERVICE STOP
GROUND LINE
MIN. 45°
MIN. 45°
EARTH
UNDISTURBED
EARTH
UNDISTURBED
BLOCKS
POURED CONCRETE
BLOCKS
CONCRETE
POURED
MIN. 45°
SEE NOTE 1
FINISH PAVEMENT,
SEE NOTES 1 & 2
MIN. 45°
WAY OR EQUIVALENT
#3 BARS @ 8" O.C. EACH
BOX
ADJUSTABLE VALVE
EARTH
UNDISTURBED
IN AREAS OTHER THAN CONCRETE
1" CHAMFER WHEN LOCATED
BOX
EXTENSION SERVICE
GROUND LINE
A P
P R
O X
VALVE BOX COVER
GROUND LINE
BOX
ADJUSTABLE VALVE
GATE VALVE (MJ X MJ)
(MJ X HDPE STUB)
TRANSITION FITTING
BUTT FUSED JOINT
WATER MAIN
GROUND LINE
BOX
ADJUSTABLE VALVE
BUTT FUSED JOINT
WATER MAIN
HDPE STUB
GATE VALVE W/ FUSIBLE ENDS
DETAIL C2
CONCRETE RING PER
DETAIL C2
CONCRETE RING PER
BURY 2' - 0"
CONCRETE THRUST BLOCK
BUTT FUSED CAP
GROUND LINE
APPROX. 3' DIAMETER
24" LAYER OF SAND
CENTER OVER CAP FITTING
TAPCO 1137XX OR SIMILAR
72" X 3 1/2" Ø UTILITY MARKER
HDPE WATER MAIN
THE PIPE. COIL AND TAPE TO THE TOP OF THE PIPE.
TRACER WIRE: LENGTH TO BE 4' GREATER THAN
UTILITY (I.E. WATER, SAN. SEWER, GAS, ETC.)
MARKINGS SHALL DENOTE THE TYPE OF
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:37:07 PM 4/24/2019
...\FC\FCCI\40000 Design Products\CAD_BIM\_Sheets\FCCICU501
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F O
R T C
A R
S O
N
C O
L O
R A
D O
T A
C T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
D E
R
IC
K S
O N
D E
R
IC
K S
O N
P J
A C
K M
A N
W
D A
V E
N P
O R
T
W A
T E
R L
IN
E D
E T
A
IL
C2
VALVE BOX
SCALE: NTS
A3
NFPA HYDRANT COLOR
SCALE: NTS
CLASS C (LESS THAN 500 GPM) - RED
CLASS B (500 - 999 GPM) - ORANGE
CLASS A (1000 - 1499 GPM) - GREEN
CLASS AA (1500 GPM OR GREATER) - LIGHT BLUE
2. TOP CAP COLORS PER NFPA:
(FED COLOR #200040) TO MATCH BASE STANDARD.
1. BARRELS MUST BE PAINTED DARK BRONZE
NOTES:
C8
VALVE SETTING
SCALE: NTS
VARIABLE
S P
E C
S E
E
A8
SERVICE BOX SETTING
SCALE: NTS
BEARING AREA OF BLOCK IN SQ. FT. (b X h)
SIZES
FITTING
TEE AND END 22 1/2° BEND 11 1/4° BEND90° BEND 45° BEND
2" MIN.
H h
E5
THRUST BLOCKING
SCALE: NTS
M
IN
M
IN
b
2" MIN.
S E
E S
P E
C
B A
R R
E L A
N D
S
ID
E C
A P
S
T O
P C
A P
M
IN
b2" M
IN
b b
ABOVE THE FINISHED GRADE.
CONCRETE RING NOT MORE THAN 1-INCH
FLUSH WITH THE VALVE BOX LID. EXTEND THE
A CONCRETE RING 18" IN DIAMETER x 4" THICK, CAST AROUND THE TOP OF EACH VALVE BOX
WHEN PLACED IN A NON-PAVED AREA,2.
DIAMETER x 8" THICK.
VALVE BOX A CONCRETE RING 3'-0" IN
AREAS, CAST AROUND THE TOP OF EACH
ROADS, SIDEWALKS, OR OTHER PAVED
WHERE VALVES ARE LOCATED IN 1.
NOTES:
F C
C
IC
U .d g n
CU501
F -4
-0
/2
/2
W F -1
-R -0
O
S
A1
SCALE: NTS
POST INDICATOR VALVE
8" HDPE (DR11)
10" HDPE (DR11)
1.32.54.88.96.3
1.93.77.213.49.5
WATER
M
IN
IM
U M
M
IN
IM
U M
GATE VALVE WITH HDPE ENDSMECHANICAL JOINT GATE VALVE
B2
SCALE: NTS
TYPICAL GATE VALVE TO PIPE CONNECTION
THE MINIMUM ALLOWABLE ANGLE (EITHER VERTICAL OR HORIZONTAL) SHALL BE 45 DEGREES.6.
CENTER OF THE THRUST BLOCK.
THRUST BLOCK ORIENTATION SHALL BE SUCH THAT THE CENTER OF THE FITTING CORRESPONDS WITH THE 5.
THE BOTTOM OF THE THRUST BLOCK BUT NOT LESS THAN THE OUTSIDE DIAMETER (DO) OF THE FITTING ( DO < h <= H/2 ).
THE VERTICAL DIMENSION (h) OF THE BEARING AREA SHALL BE EQUAL TO ONE-HALF THE TOTAL DEPTH (H) TO 4.
DIMENSION (h). ( h <= b <= 2h )
THE HORIZONTAL DIMENSION (b) OF THE BEARING AREA SHALL BE BETWEEN 1.0 AND 2.0 TIMES THE VERTICAL 3.
MINIMUM CONCRETE THICKNESS SHALL BE 12 INCHES.2.
PLACE 4 MIL POLYETHYLENE BETWEEN CONCRETE AND FITTING (CONCRETE SHALL NOT INTERFERE WITH JOINT.)1.
NOTES:
A5
SCALE: NTS
W A
T E
R L
IN
E
COORDINATES TO THE COR UPON COMPLETION
NOTE: THE CONTRACTOR SHALL PROVIDE GPS
WATER LINE CAP (STUB OUT)
A
M G
E N
E R
A L R
E V
IS
IO
KEY PLAN
A B C
B
CC
DD
EE
AA
S-511
S-511
W F3
(T
.O .F
8'
- 8
WF600 (T.O.F.
= 98'- 8")
132' - 7"
9'
6"
S-511
S-511
S-511
S-513
S-511
S-511
S-511
S-511
S-512
F.F.= 100'-0"
F.F.= 100'-0"
F.F.= 99'-10"
T.O.CURB
EL.= 100'-4"
WF600 (T.O.F.= 98'-8")
WF600 (T.O.F.= 98'-8") (TYP.)
WF500 (T.O.F.= 98'-0")
F.F.= 100'-0"
6" CONC. SLAB ON
GRADE
REINF. w/ #4 @ 12" O.C..E.W.
F.F.= 100'-0"
6" CONC. SLAB ON
GRADE
REINF. w/ #4 @ 12" O.C..E.W.
F.F.= 100'-0"
10" CONC. SLAB ON
GRADE
REINF. w/ #4 @ 12" O.C..E.W.
WF500 (T.O.F.= 98'-0")
W F9
(T
.O .F
8' -0
W F8
(T
.O .F
8' -8
SL
O
PE
1/
8"
FT
SL
O
PE
1/
8"
FT
(CONC. VAULT)
F.F.= 100'-0"
8" CONC. SLAB
ON GRADE
REINF. w/ #4 @ 12" O.C..E.W.
CONCRETE
VAULT
CONCRETE VAULT
C.J. (TYP.)
C.J. (TYP.)
C.J. (TYP.) C.J. (TYP.)
C.J. (TYP.) C.J. (TYP.)
C .J
(T
YP
C .J
(T
YP
C .J
(T
YP
C .J
(T
YP
C .J
(T
YP
C .J
(T
YP
C .J
(T
YP
C .J
(T
YP
C .J
(T
YP
C .J
(T
YP
C .J
(T
YP
C .J
(T
YP
C .J
(T
YP
C .J
(T
YP
C .J
(T
YP
2-#4x2'-6" DWL's EA
CORNER OF
TRENCH (TYP.)
PRECAST PILASTER
TYPICAL EACH SIDE
OF OVERHEAD DOOR
BOLLARD SEE
2/S-513 (TYP.)
STOOP SEE
6/S-511
(TYP.)
STOOP SEE
6/S-511 (TYP.)
STOOP SEE
6/S-511 (TYP.)
STOOP SEE
6/S-511 (TYP.)
S-511
S-501
S-502
S-502
1/2"
1/ 2"
D.4
B.3
B.5
S-511
13' - 11 3/8"
" 18
28' - 10"
22' - 1 3/8"
21' - 2 3/8"
0'
2"
S-533
WF600 (T.O.F.= 98'-0")
W F6
(T
.O .F
8' -0
W F3
(T
.O .F
8"
W
F3
(T .O
.F
8"
WF350 (T.O.F.
= 98'- 8")
WF350 (T.O.F.
= 98'- 8")
W F8
(T
.O .F
8' -8
WF500 (T.O.F. =
98'- 8")
WF600 ( T.O.F. = 98'- 8")
COORIDINATE PIT
LOCATION AND
SIZE w/ MEP (TYP.)
WF600 (T.O.F.= 98'-8")
W F3
(T
.O .F
8"
2'
S-512
R= 2' - 11"
ADD'L NOTES
SEE OPPS.
BOLLARD SEE
2/S-513 (TYP.)
/4
14' - 5"
0' - 8"
WORK PT.
S-5112
S-511
FTG STEPS
FTG
STEPS
P
F900.
CENT FTG w/ P.C. COL
P
F900.
CENT FTG w/ P.C. COL
EXT FTG
FOR
BOLLARD
(2/S-513)
(TYP.)
COL FOR
LANDING
PER
STAIR
SUPPLIER
(TYP.)
4' - 6" 4' - 6"
40' - 0"
3'
6"
3'
5" 4'
5"
4' - 4"
4' - 4"
4' - 0"
FLUID SUMP
PIT SEE
4/S-513;
SLOPE FLR
TO PIT
PROVIDE
CURB ALL
AROUND
SEE 5/S-513
WF600 (T.O.F.= 98'-0")
6' - 4 1/8"
7'
1/
4"
CL
WALLCL
WALL
0'
6' - 8 5/8"
S-511
0' - 11"
S-511
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
S-104
FO
U
N D
AT
IO
N P
LA
N
A R
EA
"C
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O
TA
C T I
C
AL
E Q
U
IP
M
EN
T M
AI
N
TE
N
AN
C
E
FA
C
IL
IT
IE
S N
O R
T H B
U
IL
D
IN
G O
M A H
A D
IS
T R
IC
T
C
AP
IT
O
L
AV
E O
M A H
A, N
E 6 8
K.
C
H
AN
K.
C
H
AN
W .B
O
EC
K
W . B
O
EC
K
/2
5/
W
F-
-R
-0
F2
-4 0-
S S -
4-
1/8" = 1'-0"S-104
1 FOUNDATION AREA "C"
PLAN NORTH
8'0 4' 16'
NOTES:
1. FOOTING SCHEDULE SEE SHEET S-503
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
G
EN
ER
AL
R
EV
IS
IO
N
4/
/2
AM
G
EN
ER
AL
R
EV
IS
IO
N 4/
/2
2 3 4 5 6
B
C
D
E
A
M
AT
C H
L
IN
E
72DLH-SP1 w/ 6" SEAT (TOP CHORD DOUBLE PITCHED UNDERSLUNG)
3' - 8" 14' - 4" 16' - 6" 33' - 0" 33' - 0" 33' - 0" 33' - 0"
11' - 0"
3' - 0"4' - 0" 4' - 0"
18' - 0"
EQ
EQ
S-531
S-531
S-531
(RIDGE) (RIDGE)
SL
O
PE
/2
F
T
SL
O
PE
/2
F T
1 1/2"x20 GA. "B" DECK
(TYP.)
J.B.E.
131'-8"
J.B.E.
131'-8"
TYP @ GRID 2 TO 7
3' - 0" 3' - 0" 4' - 0" 4' - 4"
1' - 6"
5' - 6" 5' - 6" 5' - 6" 5' - 6" 5' - 6" 5' - 6"
TYP @ GRID 2 TO 7
JOIST SPACINGS SEE
GRID BETWEEN "2" & "3"
JOIST SPACINGS SEE
GRID BETWEEN "2" & "3"
JOIST SPACINGS SEE
GRID BETWEEN "2" & "3"
S-531
D
LH
-S
P- R
D
LH
-S
P- R
D
LH
-S
P2
D
LH
-S
P2
D
LH
-S
P2
D
LH
-S
P2
D
LH
-S
P2
D
LH
-S
P2
D
LH
-S
P2
D
LH
-S
P2RTU 7,400LB
RTU 7,400LB
6'
0" 7'
7/ 8"
7'
7/
8" 6'
0"
(U.O.N.)
POINT LOAD=
570LB
POINT LOAD=
770LB POINT LOAD=
570LB
POINT LOAD=
570LB
POINT LOAD=
770LB
POINT LOAD=
570LB
D
LH
-S
P- R
D
LH
-S
P- R
D
LH
-S
P- R
KEY PLAN
A B C US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
S-302
R O
O F
FR
A M
IN
G
A R
EA
"A
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O
TA
C T I
C
AL
E Q
U
IP
M
EN
T M
AI
N
TE
N
AN
C
E
FA
C
IL
IT
IE
S N
O R
T H B
U
IL
D
IN
G O
M A H
A D
IS
T R
IC
T
C
AP
IT
O
L
AV
E O
M A H
A, N
E 6 8
K.
C
H
AN
K.
C
H
AN
W .B
O
EC
K
W . B
O
EC
K
/2
5/
W
F-
-R
-0
F2
-4 0-
S S -
2-
1/8" = 1'-0"S-302
1 ROOF FRAMING PLAN AREA "A"
PLAN NORTH
8'0 4' 16'
NOTES:
1. DECK FASTENERS FOR DIAPHRAGM SEE SHEET S-002
2. WIND UPLIFT SCHEDULE SEE SHEET S-503
3. COORDINATE ALL ROOF PENETRATIONS SUCH AS SOLOR TUBES w/ MEP SHEETS
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
G
EN
ER
AL
R
EV
IS
IO
N
4/
/2
A B C6 7 8 9 12
9.4
B
C
D
E
A
M
AT
C H
L
IN
E
39' - 6" 45' - 7"33' - 0"
2' - 8"
72DLH-SP1 w/ 6" SEAT (TOP CHORD DOUBLE PITCHED UNDERSLUNG)
72DLH-SP-R2 w/ 6" SEAT (TOP
CHORD DOUBLE PITCHED
UNDERSLUNG)
(RIDGE)
J.B.E.
131'-8"
J.B.E.
131'-8"
SL
O
PE
/2
F
T
SL
O
PE
/2
F T
S-531
1 1/2"x20 GA. "B"
DECK (TYP.)
W18x50 (DL/LL=10.0/20.0K)
SL
O
PE
/2
FTW8x18
HOIST
J.B.E.
131'-2 3/4"
4' - 6" 5' - 9" 5' - 9" 5' - 6" 5' - 6" 5' - 6" 5' - 3" 5' - 0" 4' - 3" 3' - 0"
26' - 7"
S-522
S-522
S-522
S-522
S-531
53' - 10"
S-531
S-531
12K2 w/ 6" SEAT
S-532
D.4
B.3
B.5
JOIST SPACINGS SEE
GRID BETWEEN "2" & "3"
1' - 6"4' - 0" 5' - 6" 5' - 6" 5' - 6" 5' - 6" 4' - 0" 3' - 0" 2' - 8" 1' - 6"
0' - 10"
12' - 0" 12' - 10"
5 EQ SPACS
27' - 6" 3' - 0" 2' - 8"
0' - 10"
1' - 8"
2' - 6" 3' - 6" 4' - 4"
1' - 8" 1' - 9"
S-531
SIM.
LO
W
R O
O F
FR
AM
IN
G
SE
E
SH
EE
T S-
LO
W
R O
O F
FR
AM
IN
G
SE
E
SH
EE
T S-
S-531
S-531
D
LH
-S
P2
D
LH
-S
P2
D
LH
-S
P2
D
LH
-S
P2
D
LH
-S
P2
D
LH
-S
P2
LOWER P.C.
FOR JOIST
S-521
S-521
TYP.
S-521
RTU7,400LB
RTU 7,400LB
7'
7/
8" 6'
0"
6'
0" 7'
7/ 8"
POINT
LOAD=
570LB
POINT
LOAD=
770LB
POINT
LOAD=
570LB
POINT
LOAD=
570LB
POINT LOAD=
770LB
POINT
LOAD=
570LB
D
LH
-S
P- R
D
LH
-S
P- R
D
LH
-S
P- R
D
LH
-S
P- R
S-532
(V
ER
IF
Y)
PRECAST EMBED
FOR (DL/LL=5.0/10.0K)
15' - 2 3/4"
S-531
TOS 129'-8"
S-521
RTU SEE
MEP
SHEETS
(TYP.)
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
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SI
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C H
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D B
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AN
S I
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N
AM
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IS
SU
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C O
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TR
AC
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N O
SO
L I
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AT
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N N
O
FI
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N U
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BE
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1 2 3 4 5
D
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B
A
S-303
R O
O F
FR
A M
IN
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A R
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"B
FO
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5/
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F-
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-0
F2
-4 0-
S S -
3-
1/8" = 1'-0"S-303
1 ROOF FRAMING PLAN AREA "B"
PLAN NORTH
8'0 4' 16'NOTES:
1. DECK FASTENERS FOR DIAPHRAGM SEE SHEET S-002
2. WIND UPLIFT SCHEDULE SEE SHEET S-503
3. COORDINATE ALL ROOF PENETRATIONS SUCH AS SOLOR TUBES w/ MEP SHEETS
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
G
EN
ER
AL
R
EV
IS
IO
N
4/
/2
AM
G
EN
ER
AL
R
EV
IS
IO
N 4/
/2
2 3 4 5
B
C
D
E
EQ
EQ
S-533
34' - 6" 33' - 0" 33' - 0" 33' - 0"
T
O N
S C
R
AN
E
BY
M
AN
U
FA
C
TU
R E
10 TONS CRANE RAIL DESIGN AND SUPPLY
BY CRANE MANUFACTURE
10 TONS CRANE RAIL DESIGN AND SUPPLY
BY CRANE MANUFACTURE
S-533
S-533
OPPS.
OVERHEAD DOOR
JAM SEE 4/S-533
(TYP.)
OVERHEAD DOOR
JAM SEE 4/S-533
(TYP.)
OVERHEAD DOOR
JAM SEE 4/S-533
(TYP.)
S-533
Sim . .
S-533
Sim. .
3'
/4
3'
/4
/2
KEY PLAN
A B C US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
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R
S
D R
A W N
B Y:
D
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B
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SU
B M
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D B
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C H
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D B
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AN
S I
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N
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IS
SU
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C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
S-305
C R
AN
E
R
AI
L
SU
PP
O
R T
F R
AM
I N G
A R
EA
"A
FO
R
T C
AR
SO
N , C
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TA
C T I
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EN
T M
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N
AN
C
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FA
C
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IT
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S N
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T H B
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D
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T R
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A, N
E 6 8
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C
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AN
K.
C
H
AN
W .B
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W . B
O
EC
K
/2
5/
W
F-
-R
-0
F2
-4 0-
S- 3 0
5- 1/8" = 1'-0"S-305
1 CRANE RAIL SUPPORT FRAMING AREA "A"
PLAN NORTH
8'0 4' 16'
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
G
EN
ER
AL
R
EV
IS
IO
N
4/
/2
6 7 8
B
C
D
E
S-533
D.4
B.3
B.5
33' - 0" 39' - 6"
T
O N
S C
R
AN
E
BY
M
AN
U
FA
C
TU
R E
10 TONS CRANE RAIL DESIGN AND SUPPLY
BY CRANE MANUFACTURE
10 TONS CRANE RAIL DESIGN AND SUPPLY
BY CRANE MANUFACTURE
S-533
S-533
OPPS.
OVERHEAD DOOR
JAM SEE 4/S-533
(TYP.)
OVERHEAD DOOR
JAM SEE 4/S-533
(TYP.)
S-533
Sim . .
3'
/4
/2
3'
/4
KEY PLAN
A B C US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
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D B
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SI
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C H
E C
KE
D B
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AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
S-306
C R
AN
E
R
AI
L
SU
PP
O
R T
F R
AM
I N G
A R
EA
"B
FO
R
T C
AR
SO
N , C
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LO
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AD
O
TA
C T I
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AL
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M
EN
T M
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N
AN
C
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FA
C
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IT
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S N
O R
T H B
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D
IN
G O
M A H
A D
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T R
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O
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AV
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M A H
A, N
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AN
K.
C
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AN
W .B
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W . B
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/2
5/
W
F-
-R
-0
F2
-4 0-
S- 3 0
6-
1/8" = 1'-0"S-306
1 CRANE RAIL SUPPORT FRAMING AREA "B"
PLAN NORTH
8'0 4' 16'
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
G
EN
ER
AL
R
EV
IS
IO
N
4/
/2
NOT U
SED
NOT U
SED
2 TIMES STEP
SPLICE BARS TO
BE SAME SIZE AS
FOOTING REINF.
ST
EP
LAP 24" MIN.
1/ 4"
M
IN
1/
2" M
AX
1" C
O N
ST
JO
IN
T
1/4"
JOINT SEALER SEE
SPEC. 07 92 00 INSTALL
IN ACCORDANCE w/ FRG
INSTRUCTIONS
3/8" BACKER ROD
NOTES:
1. REFER TO PLAN FOR SLAB THICKNESS AND REINFORCING.
2. CONTROL JOINTS TO BE SPACED AT 16'-0" MAX. EACH WAY. UNLESS NOTED
OTHERWISE. RATIO OF DISTANCE BETWEEN CONTROL JOINTS IN EACH
DIRECTION FOR A SLAB PANEL SHALL NOT EXCEED 1.5. CONSTRUCTION JOINTS
PER THIS DETAIL SHALL BE CONSIDERED AS CONTROL JOINTS FOR CONTROL
JOINT SPACING REQUIREMENTS.
SAW CUT 1/8" WIDE X 1" DEEP
CONTROL JOINT TO BE
FILLED w/ SEALANT
ACTUAL SLAB REINF
SEE PLAN
2" C
LR
2"
C
LR
CUT EVERY OTHER REINF
BAR CROSSING CONTROL
JOINT PRIOR TO CONCRETE
POUR
CONTROL JOINT
CONSTRUCTION JOINT
3/4" x 18" LONG SMOOTH
DOWEL AT 16" O.C.
(CENTER) IN SLAB OVER
JOINT GREASE ON ONE
END; EQUIVALENT
DIAMOND DOWELS MAY
ALTERNATELY BE USED
INTERRUPT REINF. TERMINATE
REBAR 3" FROM JOINT
3/ 4"
1/
2" C
O N
ST
JO
IN
T
3/8"
SAWCUT WITHIN 12 HRS OF
FINISHING w/ JOINT SEALER
SEE SPEC. 07 92 00 INSTALL
IN ACCORDANCE w/ MFRG
INSTRUCTIONS
1/8" WIDE SAWCUT OR
HARDBOARD INSERT
NOTES:
1. REFER TO PLAN FOR SLAB THICKNESS AND REINFORCING.
2. CONTROL JOINTS TO BE SPACED AT 16'-0" MAX. EACH WAY. UNLESS NOTED
OTHERWISE. RATIO OF DISTANCE BETWEEN CONTROL JOINTS IN EACH
DIRECTION FOR A SLAB PANEL SHALL NOT EXCEED 1.5. CONSTRUCTION JOINTS
PER THIS DETAIL SHALL BE CONSIDERED AS CONTROL JOINTS FOR CONTROL
JOINT SPACING REQUIREMENTS.
3/4" x 18" LONG SMOOTH
DOWEL AT 16" O.C.
(CENTER) IN SLAB OVER
JOINT GREASE ON ONE
END; EQUIVALENT
DIAMOND DOWELS MAY
ALTERNATELY BE USED
EQ
ACTUAL SLAB
REINF SEE PLAN
INTERRUPT REINF. TERMINATE
REBAR 3" FROM JOINT
EQ
3' -0
3' -0
EXISTING SOILS
EXCAVATED & REPLACED
WITH STRUCTURAL FILL
AS DEFINED IN SPEC
SECTION 31 00 00
MAXIMUM 1 ON 1 BACK
SLOPE, BUT NOT STEEPER
THAN REQUIRED BY THE
SAFETY REQUIREMENTS
FOOTING
NOTES:
1. ALL FOOTINGS SHALL BEAR ON A MINIMUM OF 3 FEET OF SELECT
GRANULAR FILL. REFER TO CIVIL SPECIFICATIONS FOR DEFINITION OF
SECLECT GRANULAR FILL.
2. SLAB ON GRADE FOUNDATIONS MUST BE FOUNDED ON NON-EXPANSIVE
ENGINEERED FILL SEE 6/S-501 SLAB ON GRADE FOR DETAIL.
3. SELECT GRANULAR FILL SHALL EXTEND A MINIMUM DISTANCE OF 1 FOOT
BEYOND THE FOOTING EDGE FOR EACH VERTICAL FOOT OF OVER
EXCAVATION
4. ALL COMPACTED FILL INSTALLATION SHALL BE INSPECTED AND
APPROVED BY A REGISTERED GEOTECHNICAL ENGINEER. A
REGISTERED GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVE
BEARING MATERIALS PRIOR TO CONCRETE PLACEMENT.
M
IN
X
4" 6"
8"
1' -6
2'
-0
1'-6"
PROVIDED PAD 10 INCHES LARGER
TAHN TRANSFORMER EQ ALL AROUND
COMPACTED
NON-EXPANSIVE
SUITABLE FILL
2 CONT BARS
(MATCH PAD
REINF.) w/
FINISH GRADE
PER SITE PLAN
#4 DWL's @ 12" O.C.
#4 DWL's @ 12" O.C. EACH WAY
6" 6" 6"
6"
2'-3"2'-3" F.F.
VARIES
#5 @ 12" O.C.
EACH WAYELEV.
VARIES
TRENCH (SEE PLAN)
SLOPE
(SEE PLAN)
SLOPE
(SEE PLAN)
C.J.C.J.
L 1 1/2x 1 1/2 x 1/4 CONT (GALV) w/ 3/8" DIA x 4" LONG
HEADED STUDS @ 12" O.C.
(TYP.)
#5 HORIZ @ 12"
O.C. (MIN OF 3)
#3 TIES @ 12" O.C.
(U.N.O.) (U.N.O.)
CONCRETE
SLAB ON GRADE.
REFERENCE
FOUNDATION PLAN
INSTALL RADIANT HEAT
PIPING AT BOTTOM OF SLAB
REFER TO M-110 THRU M-112
& REFERENCE 4/M-504; MECH
SPECS FOR SPECIFIC
LOCATIONS, EXTENTS AND
OTHER REQUIREMENTS
2" THICK UNDERSLAB
INSULATION FOR AREAS
WITH RADIANT HEATING.
REFER TO SPEC 07 21 13
FOR REQUIREMENTS FOR
UNDERSLAB INSULATION
15 MIL VAPOR BARRIER
INSTALLED UNDER
INSULATION
REBAR REINF - REFERENCE
FOUNDATION PLAN
ALL CONCRETE SLABS ON
GRADE LESS THAN 8" THICK
REFERENCE FOUNDATION
PLAN
15 MIL VAPOR BARRIER
6" CAPILLARY WATER
BARRIER. RE: SPEC
31 00 00
18" THICK LAYER OF
ENGINEERED FILL
CONSISTING OF SELECT
GRANULAR MATERIAL.
RE: SPEC 31 00 00
NOTE:
G.C. SHALL KEEP THE THE
CAPILLARY DRY PRIOR THE
CONCRETE SLABS IN PLACE
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
S-501
TY
PI
C A L
S
TR
U C
TU
R
AL
D
ET
AI
L S
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O
TA
C T I
C
AL
E Q
U
IP
M
EN
T M
AI
N
TE
N
AN
C
E
FA
C
IL
IT
IE
S N
O R
T H B
U
IL
D
IN
G O
M A H
A D
IS
T R
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IT
O
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AV
E O
M A H
A, N
E 6 8
K.
C
H
AN
K.
C
H
AN
W .B
O
EC
K
W . B
O
EC
K
/2
5/
W
F-
-R
-0
F2
-4 0-
S S -
1-
NOT TO SCALES-501
1 COLUMN ANCHOR BOLT DETAIL
NOT TO SCALES-501
2 TYPICAL BASE PLATE FOR HSS
NOT TO SCALES-501
3 CONT. FTG. STEP DETAIL
NOT TO SCALES-501
CONTROL JOINT DETAIL TYPICAL
NON VEHICLES AREAS
NOT TO SCALES-501
CONTROL JOINT DETAIL AT
VEHICLES SHOP BAYS
NOT TO SCALES-501
7 SOIL OVER EXCAVATION NOT TO SCALES-501
TYPICAL EXTERIOR MECH
CONCRETE PAD
3/4" = 1'-0"S-501
9 TYPICAL TRENCH SECTION
NOT TO SCALES-501
6 TYPICAL SLAB ON GRADE
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
G
EN
ER
AL
R
EV
IS
IO
N
4/
/2
AM
G
EN
ER
AL
R
EV
IS
IO
N 4/
/2
5'-0" x 5'-0" FTG. (PF500)
GRID
8" 't'
SE
E
SC
HE
DU
LE
EQ. EQ.
SEE SCHEDULE
FOR PAD REINF.
1" N.S. GROUT
BASE PLATE
w/ A. BOLTS
FILL BLOCKOUT
w/CONC.
XX X X XX XX X X
TIES @ 18"o.c.
2-#4 CONT. w/ #3
STAIR STRINGER
L3 1/2x3 1/2x 1/4 w/
3/4" DIA. EXP. BOLT
1' -0
1'-0" 1'-4"
XX X X XX XX X X
TIES @ 18"o.c.
2-#4 CONT. w/ #3
STAIR SUPPLIER
1' -0
STAIR FRAMING PER
C.L.
F.F.F.F.
2' -0
TY
P.
U N
O
1' -4
3"
1'-4"
3" 4" 9"
1-BAR (MATCH
SLAB REINF) CONT.
SEE SCHEDULE (CONT.)
EQ. EQ.
TOF (SEE PLAN)
FINISH GRADE
SEE SITE PLAN
G.C.SHALL COORD
w/ PRECAST MFR.
FOR ALL
CONNECTION
DETAIL SUCH AS
EMBEDMENT
PLATES, SIZES, &
LOCATIONS
FTG./WALL
CENTER OF
1/2" RIGID INSULATION w/
SEALANT CONT. (TYP.)
SEE FTG. SCHEDULE
(S
TE
P
AT
E
LE
V
PI
T)
(STEP AT ELEV PIT)
GRID
TYPICAL FOR EXTERIOR
PANEL (U.N.O.)
F.F.
1' -4
8"
8"
SEE SCHEDULE
2'-6"
2" (VERIFY)
8"
10"
8"
TOF
FTG.
CENTER OF
CONCRETE VAULT
#4 BARS @ 9" O.C. STAGGER
EACH FACE TO FORM A
PROJECTED GRID OF 4 1/2" SQ.
CLASS A FINISH (SEE
INTERIOR FINISH SCH FOR
ADD'L DETAILS)
#30 FELT (TYP.)
ADD'L NOTES
SEE 11/S-500
& 7/S-511
GRID
3' -0
8"
2' -0
8"
SEE CIVIL
EQ. EQ.
TOF
F.F.
#3 DWL
FINISH GRADE
SEE SITE PLAN
G.C.SHALL
COORD w/
PRECAST MFR.
FOR ALL
CONNECTION
DETAIL SUCH AS
EMBEDMENT
PLATES, SIZES, &
LOCATIONS
FTG./WALL
CENTER OFADD'L INFO.
SEE 3/S-511
MIN.
CONC WALL (3
SIDES OF STOOP)
w/ #4's HORIZ &
VERT @ 12" O.C.;
PROVIDE CORNER
BARS
5" SLAB w/ #4 @ 12" O.C.
EACH WAYS
#4x3'-0" DWL's @
8" O.C. (MIN. OF 3)
WALL
OPENING
SEE ARCH.
#30 FILLER w/
SEALANT
VAPOR
RETARDER OR
BARRIER SEE
ARCH.
6"
M
IN
12" UNCOMPACTED
SELECT FILL
COMPACTED
SELECT FILL
SLOPE 1_
8":12"
#4 HOOK @ 12"
O.C. (18"x18")
TYP.
8"
F.F.
T.O. CONCRETE (FLOATED FINISH)
110'-10"
1' -4
3'-6" (SEE SCHEUDLE)
EQ. EQ.
8"
SE
E
PL
AN
8" 10"
TO. FTG.
FTG./WALL
CENTER OF
#4 BARS @ 9" O.C. STAGGER
EACH FACE TO FORM A
PROJECTED GRID OF 4 1/2" SQ.
#4 DWL's @ 9" O.C.
STAGGER MATCH
VERT. REINF.
CONCRETE VAULT
CLASS A FINISH (SEE
INTERIOR FINISH
SCH FOR ADD'L
DETAILS)
#30 FELT (TYP.)
10"
4' -0
#4 DWL's @ 9" O.C.10"
24"
#4x2'-6" DWL's @ 9" O.C.
#5 BARS @ 9" O.C. STAGGER
EACH FACE TO FORM A
PROJECTED GRID OF 4 1/2"
SQ.
#4 DWL's @ 9" O.C.
STAGGER MATCH
VERT. REINF.
10"
4' -0
ADD'L # DWL @
9" O.C.
10" 2'-0"
6" 6" 6"
6"
SEE PLANSEE PLAN
GRID
EQ. EQ.
TOF
F.F.
#4 CONT. (AS SHOWN)
FTG./WALL
CENTER OF
ADD'L INFO.
SEE S-511
#5's DWL's @ 12" O.C.
#4x3'-0" DWL's @ 12"
O.C. (MIN. OF 3)
WALL
OPENING
SEE ARCH.
#30 FILLER w/
SEALANT
VAPOR
RETARDER
OR
BARRIER
SEE ARCH.
SLOPE
PAVING (SEE
CIVIL)
VARIES
ELEV.
VARIES
TRENCH (SEE PLAN) OMIT @ SIM.
SLOPE
(SEE PLAN)
SLOPE
(SEE PLAN)
C.J.
ADD'L NOTES
SEE 9/S-501
F.F.
1' -4
8"
8"
8" (VERIFY w/
PRECAST SUPPLIER)
SEE SCHEUDLE (CONT.)
EQ. EQ.
TOF
1-#3 CONT.
G.C.SHALL COORD w/ PRECAST
MFR. FOR ALL CONNECTION
DETAIL SUCH AS EMBEDMENT
PLATES, SIZES, & LOCATIONS
FTG./WALL
CENTER OF
GRID
ADD'L NOTES
SEE 4/S-511
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
S-511
FO
U
N D
A T
IO
N D
ET
AI
LS
FO
R
T C
AR
SO
N , C
O
LO
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AD
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TA
C T I
C
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M
EN
T M
AI
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N
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C
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FA
C
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IT
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S N
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T H B
U
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D
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G O
M A H
A D
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T R
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O
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AV
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M A H
A, N
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K.
C
H
AN
K.
C
H
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W .B
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W . B
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K
/2
5/
W
F-
-R
-0
F2
-4 0-
S S -
1-
3/4" = 1'-0"S-511
1 INTERIOR COLUMN
3/4" = 1'-0"S-511
2 FOUNDATION SECTION
3/4" = 1'-0"S-511
3 FOUNDATION SECTION
3/4" = 1'-0"S-511
4 EXTERIOR WALL SECTION
3/4" = 1'-0"S-511
5 VAULT SECTION
3/4" = 1'-0"S-511
6 STOOP SECTION
3/4" = 1'-0"S-511
7 VAULT SECTION
3/4" = 1'-0"S-511
8 FND. SECTION AT OVERHEAD DOOR
3/4" = 1'-0"S-511
9 INTERIOR WALL SECTION
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
G
EN
ER
AL
R
EV
IS
IO
N
4/
/2
5' -0
4'
-8
4"
11/2"
6"
11/2"
6"
2'-0"
2'-0" LAP
GRID
FINISH GRADE
SEE SITE PLAN
WHEN BOLLARD INTERFERENCE
WITH BUILDING FND:
WHEN BOLLARD INTERFERENCE
WITH BUILDING FND: (PARTIALLY)
TYPICAL BOLLARD WITHOUT
INTERFERENCE FND:
BITUMINOUS
JOINT FILLER
MINIMUM 2'-4" DIA
ROUND CONCRETE FILL
AROUND BOLLARD
NPS 12 STANDARD WEIGHT
STEEL PIPE PAINTED SAFETY
YELLOW. STEEL PIPE SHALL
CONFORM TO SECTION 05 50 13
MISCELLANEOUS METAL
FABRICATIONS OF THE SPECS
AND SHALL BE HOT DIPPED
GALVANIZED AFTER FABRICATION
FILL PIPE W/ CONC
AND DOME AT TOP
AS SHOWN
FOR EXTERIOR BOLLARD
SLOPE CONCRETE ALL
AROUND
ADJACENT BUILDING AND FOOTING
FF
T.O.F
SEE PLAN
15"x15"x1" BASE PLATE w/ (4)-3/4"x6" HEADED STUDS
MINIMUM 2'-4" DIA
ROUND CONCRETE FILL
AROUND BOLLARD
3/16
FF
TYP.
PROVIDE/EXTEND
2'x2' PAD FOR BOLLARD w/
3-#5 EACH WAY (T&B)
MINIMUM 2'-4" DIA
ROUND CONCRETE FILL
AROUND BOLLARD
3' -6
CONC. RAMP OR STEPS
BF (SEE PLAN)
FINISH GRADE
FILL UP TO
ADJ GRADE
w/ SAND
CONT. KEY
PER SITE PLAN 1'-0" 1'-4"1'-0"1'-4"
#5 DWL @ 12" O.C.
(T&B)
#5 CONT. @ 12" O.C.
(T&B)
#5 VERT. @ 12" O.C. E.F.
#5 HORIZ. @ 12" O.C. E.F.
#5 DWL @ 12" O.C. 3'
-6
CONC w/#5's @ 12" O.C. E.W
#5 DWL @ 12" O.C.
6"
VARIES
RAILING PER ARCH.
M
IN
10"
5'- 0"
2'-0
2'-
1' -6
4'
-7
#5 DWL'S
@ 18" O.C.
#5's HORIZ.
@ 12" O.C.
2-#3's CONT. w/ #5x2'-4" DWL'S @ 24" O.C.
F.F.
SLOPE
1'-6"8"1'-0"
3'-2"
4-#5's CONT. w/
#3 TIES @ 24" O.C.
1-#4 CONT.
#4 DWL'S @
24" O.C.
2' -0
6"
VE
R
IF
Y
W / A
R C
H
BF
SEE PLAN
1/2" EXP. JOINT MAT'L
KEY WAY
6" CONCRETE SLAB w/ #4's @ 12" O.C. E.W.
SHORE WALL UNTIL
SLAB POUR & CURE
L4x4x~4 w/ 3/4" DIA x8" H.S. @ 24" O.C.
AT THE DOCK SIDE
RAILING PER ARCH.
3"
8"
2"
11/2"
3 / 4
8"
10" SEE PLAN 10"
1' -0
F.F.
VARIES
#5 DWL's @ 12"
O.C. EACH FACE
95'-4"
ELEV.
#5 VERT @ 12"
O.C. EACH FACE
#5 HORIZ @ 12"
O.C. EACH FACE
2' -6
10"
#5 @ 12" O.C.
EACH WAY; TOP
& BOTTOM
KEY CONT. w/ WATERSTOP
PLACED ON THE INSIDE FACE
OF THE OUTERMOST DOWELS
ON ALL (4) SIDES- REFER TO
SPEC 03 13.00.10
1 1/2" DEEP ANTI-SPARK NON-SLIP GALVANIZED
GRATING w/ BEARING BARS SPACED AT 1 1/4"
UNIFORM LIVE LOAD OF 250 PSF AND A
CONCENTRATED LOAD OF 750 LB (STEEL GRATING
SECTIONS SHALL BE REMOVEABLE AND WEIGHT
NO MORE THAN 100 LBS)
#5 CONT. (AS
SHOWN)
TYP.
C
EN
TE
R
LI
N
E
L1 3/4"x 1 3/4x 1/4 CONT GALV w/ 1/2" DIA x4" HD
STUDS @ 1'-0" O.C. TYP
AROUND PERIMETER
OF PIT
SLOPE
(SEE PLAN)
SLOPE
(SEE PLAN)
WATERPROOF
MEMBRANCE AT ALL
EXTERIOR SURFACES
OF PIT w/ BENTONITE
PANELS.
ELEV = 100'-0"
#5 DWL's @ 12" O.C.
2' -6
10"
ALL INTERIOR SUFACES OF
PIT INCLUDING TOP OF PIT
FLOOR SLAB SHALL BE
SEALED WITH TWO COATS OF
"XYPEX" CONCENTRATGE OR
APPROVED EQUAL
F.F.7" 7"
8"
FINISH GRADE
SEE SITE PLAN
1-#4 CONT.
ADD'L NOTES
SEE 4/S-511 & 3/S-512
3/4" CHAMFER
#4 DWL's @ 24" O.C.
RCJ
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
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D R
A W N
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D B
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SI
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C H
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D B
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AN
S I
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IS
SU
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C O
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N N
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1 2 3 4 5
D
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FO
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A T
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N D
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FO
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T R
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AV
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A, N
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K.
C
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K.
C
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W .B
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W . B
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K
/2
5/
W
F-
-R
-0
F2
-4 0-
S- 5 1
3-
3/4" = 1'-0"S-513
2 TYPICAL BOLLARD DETAIL
3/4" = 1'-0"S-513
1 LOADING DOCK SECTION (OPTION)
3/4" = 1'-0"S-513
3 LOADING DOCK SECTION (OPTION)
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
G
EN
ER
AL
R
EV
IS
IO
N
4/
/2
AM
G
EN
ER
AL
R
EV
IS
IO
N 4/
/2
3/4" = 1'-0"S-513
4 FLUID DISTRUBUTION ROOM SUMP PIT
3/4" = 1'-0"S-513
5 CURB AT FLUID DISTRUBUTION ROOM
1'-4"
3" 4" 9"
BRIDGING
L4x4x 1/4 CONT.
PRECAST
3/16
TYP
PER ARCH. (TYP.)
DECK FASTENER SEE 3/S-002
(DECK TO L) (TYP.)
24" O.C. MAX.
EMBED PL AT
BY PRECAST MFR.
(TYPICAL)
TOW
(SEE ARCH.)
L3x3x 5/16 BRIDGING CLIP w/
(3) 3/8"x3 1/2" EXP BOLTS
& 2 1/2" EMBED. (TYP.)
PER S.J.I.
TYP FOR EXTERIOR WALL
GRID
6"
1' -1
6"
1'-4"
R (k ip s)
DECK FASTENER @ 12" O.C. MAX;
(DECK TO L) (TYP.) SEE 3/S-002 FOR ADD'L
L4x4x1/4 CONT.
TOW
(SEE ARCH.)
ROOF DIAPHRAGM FASTENER
SEE SHEET S-002
FASTENER AT 12" O.C.
(DECK TO L) (TYP.)
MAX. BEAM REACTION
DL/LL=7.5/12.0 KIPS
JBE*
(SEE PLAN)
1/4 5 1/4 5
HORIZ BRIDGING PER MFR.
WELD L TO EMBED.
3/16 4
ADD'L NOTES
FOR PRECAST
SEE 4/S-511
ROOF SLOPE (SEE PLAN)
GRID
INSULATED
PRECAST PANEL
PER ARCH.
EMBED PLATE
BY PRECAST MFR.
COORDINATE
LOCATIONS WITH
JOIST SPACING
PER FRAMING
PLAN
EMBED PLATE
BY PRECAST MFR.
EACH SIDE OF
POCKET AND 48"
O.C. POCKET
* ACTUAL JBE MAY VARIES,
COORD w/ JOIST MFR.
PRIOR PANEL
FABRICATION
1'-4"
X X X XX X X XXX
DECK
SEE PLAN
@ EA. ENDS OF BM.
EMBED PL AT
BY PRECAST MFR.
REACTION SEE PLAN
C6 @ 2'-0" O.C. MAX
L7x4x3/8 CLIP w/ 2 5/8" DIA
BOTS
(TYPICAL)
31/2"
PRECAST
PANEL
ADD'L NOTES
FOR PRECAST
SEE 4/S-511
GRID
ROOF DIAPHRAGM FASTENER
SEE SHEET S-002
FASTENER AT 12" O.C.
(DECK TO L) (TYP.)
ROOF DIAPHRAGM FASTENER
SEE SHEET S-002
FASTENER AT 12" O.C.
(DECK TO L) (TYP.)
SLOPE SLOPE
R
ID
G E
BRIDGING PER S.J.I. (TYP.)
GRID
DUCK SIZE AND
LOCATION SEE
SHEET S504
1'-4"
SE
AT
S
EE
PL
AN
R (k ip s)
DECK FASTENER @ 12" O.C. MAX;
(DECK TO L) (TYP.) SEE 3/S-002 FOR ADD'L
L4x4x1/4 CONT.
TOW
(SEE ARCH.)
ROOF DIAPHRAGM FASTENER
SEE SHEET S-002
FASTENER AT 12" O.C.
(DECK TO L) (TYP.)
MAX. BEAM REACTION
DL/LL=7.5/12.0 KIPS
TOS
(SEE PLAN)
1/4 5 1/4 5
BRIDGING PER S.J.I.
WELD L TO EMBED.
3/16 4
ADD'L NOTES
FOR PRECAST
SEE 4/S-511
GRID
INSULATED
PRECAST PANEL
PER ARCH.
EMBED PLATE
BY PRECAST MFR.
COORDINATE
LOCATIONS WITH
JOIST SPACING
PER FRAMING
PLAN
6"x6"x3/8x0'-5" ANGLE w/ 1_
2" STIFFENER
(CL) JOIST SEAT.
NOTE: USE 8" WIDE
ANGLE w/ (2)
STIFFENERS 4" O.C.
@ PANEL JOINTS
SE
AT
(S
EE
P
LA
N
8"
R (k ip s)
DECK FASTENER @ 12" O.C. MAX;
(DECK TO C6) (TYP.) SEE 3/S-002 FOR ADD'L
C6x8.2 BETWEEN JOISTS
MAX. BEAM REACTION
DL/LL=7.5/12.0 KIPS
JBE.
(SEE PLAN)
1/4 5 1/4 5
SLOPE
3/16 2 @ EA. ENDC6
JT TO EMBED
GRID
PRECAST PANEL
PER ARCH.
EMBED PLATE
BY PRECAST MFR.
COORDINATE
LOCATIONS WITH
JOIST SPACING
PER FRAMING
PLAN
STAGGER "K"
JOISTS 6"
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
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B
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SU
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D B
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C H
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D B
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IS
SU
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C O
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1 2 3 4 5
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R O
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F-
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F2
-4 0-
S S -
1-
3/4" = 1'-0"S-531
1 ROOF FRAMING SECTION
3/4" = 1'-0"S-531
2 TYPICAL ROOF FRAMING SECTION AT NORTH END
3/4" = 1'-0"S-531
3 FRAMING SECTION
3/4" = 1'-0"S-531
4 ROOF FRAMING SECTION
3/4" = 1'-0"S-531
5 TYPICAL ROOF FRAMING SECTION AT SOUTH END
3/4" = 1'-0"S-531
6 ROOF FRAMING SECTION
M
AR
K D
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C
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TI
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AM
G
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AL
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EV
IS
IO
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4/
/2
TY
P .
3/
4"
TY
P .
1/
4"
3" 4" 9"
TY
P.
1/
4"
17 2
GRID
GRID
GRID
8"
*KEYNOTE NUMBERING ON THIS SHEET IS APPLICABLE TO
THIS SHEET ONLY, CHECK KEYNOTE LEGEND FOR EVERY SHEET,
AS KEYNOTE NUMBERS DIFFER FOR EACH SHEET.
8"
1/
2"
8" 4" 3"
TY
P.
3/
4"
TY
P .
1/
4"
8" 4" 3"
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
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IG
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B
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SU
B M
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D B
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SI
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C H
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D B
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AN
S I
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FI
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N
AM
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IS
SU
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C O
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N N
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1 2 3 4 5
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A-510
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A, N
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A.
P
AR
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R
A.
P
AR
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R
B.
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O R
U P
/2
5/
W
F-
-R
-0
F2
-4 0-
A.
P
AR
KE
R
M
AR
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C
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TI
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AM
G
EN
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IS
IO
N
S
/1 2/
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/2 6/
1 1/2" = 1'-0"A-510
1 PARAPET DETAIL
1 1/2" = 1'-0"A-510
2 WALL/ROOF DETAIL
_KEYNOTE LEGEND TEMF
VALU
E TEXT
1 PREFINISHED MTL. COPING, (TYP.) - COLOR: FS10059
2 WOOD BLOCKING
3 CONTINUOUSE PREFINISHED CLEAT
4 CONTINUOUS MEMBRANE OVER BLOCKING, 3" DOWN
5 SEALANT
6 18 GA TERMINATION BAR W/ BUTYL TAPE
7 COPING ANCHOR CLIP
8 PRE-FINISHED METAL COUNTER FLASHING
9 CANT STRIP
10 TAPERED INSULATION (SEE ROOF PLAN)
11 1 1/2" METAL DECK
12 STEEL ANGLE, (TYP.) - SEE STRUCTURAL
13 PVC ROOFING, (TYP.) - COLOR: FS27925
14 MTL. INSUL. WALL PANEL, (TYP.) - COLOR: FS10076
15 1/2" EXT. SHEATHING
16 Z-FLASHING
17 COVER BOARD (TYP.)
18 R-33 MIN. RIGID INSULATION (TYP.)
1 1/2" = 1'-0"A-510
3 ROOF FRAMING SECTION
1 1/2" = 1'-0"A-510
4 ROOF FRAMING SECTION
1 1/2" = 1'-0"A-510
5 ROOF FRAMING SECTION
1 1/2" = 1'-0"A-510
6 WALL/ROOF DETAIL (2 SIDES)
1 1/2" = 1'-0"A-510
7 WALL/ROOF DETAIL (@ MTL WALL)
1 1/2" = 1'-0"A-510
8 PARAPET DETAIL (@ MTL WALL)
2' - 0"
ROOF DRAIN ASSEMBLY
6" DIA. DRAIN PIPE
PVC MEMBRANE ROOFING
1/2" GLASS MAT GYPSUM
SHEATHING INSULATION
PROTECTION BOARD
24" X 48" METAL DECK PLATE
DRAIN SUPPORT. FASTEN TO
METAL ROOF DECKING
METAL ROOF
DECK, SEE
STRUCT. DWGS.
ADJUSTABLE DRAIN RISER
ASSEMBLY BY ROOF DRAIN
MANUFACTURER
R-33 MIN. RIGID
INSULATION
BEGINNING OF
TAPERED INSULATION
SLOPES
DRAIN BODY OPENING
CUT IN ROOF DECK
1' - 3" BEGINNING OF
TAPERED INSUL.
SLOPE
4' - 0"
2'
0"
BEGINNING OF TAPERED
INSULATION SLOPES
LEVEL PORTION OF
MEMBRANE ROOFING AND
INSULATION
BEGINNING OF TAPERED
INSULATION SLOPES
ROOF DRAIN
OVERFLOW DRAIN
2' - 0"
SEE COMPOSITE ROOF
PLANS FOR SLOPES
SEE COMPOSITE
ROOF PLANS
FOR SLOPES
SEE COMPOSITE ROOF
PLANS FOR SLOPES
SEE
COMPOSITE
ROOF PLANS
FOR SLOPES
1' - 0" 2' - 0" 1' - 0"
ROOF DRAIN ASSEMBLY OVERFLOW DRAIN ASSEMBLY
6" DIA. DRAIN PIPE
6" DIA. DRAIN PIPE TO
OVERFLOW SCUPPER
PVC
MEMBRANE
ROOFING
1/2" GLASS MAT GYPSUM
SHEATHING INSULATION
PROTECTION BOARD
24" X 48" METAL DECK PLATE DRAIN
SUPPORT. FASTEN TO METAL ROOF
DECKING
3" METAL ROOF
DECKING
ADJUSTABLE DRAIN RISER
ASSEMBLY BY ROOF DRAIN
MANUFACTURER
R-33 RIGID
INSULATION
BEGINNING OF
TAPERED
INSULATION SLOPE
DRAIN BODY OPENING CUT IN
ROOF DECK
2"
INTERNAL WATER DAM
1' - 3"
BEGINNING OF
TAPERED
INSULATION SLOPE
PVC
MEMBRANE
ROOFING
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
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IG
N
ED
B
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SU
B M
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D B
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SI
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C H
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D B
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AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
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C O
N
TR
AC
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N O
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L I
C
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AT
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N N
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FI
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N U
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1 2 3 4 5
D
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A
A-511
R O
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D
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FO
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C T I
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A.
P
AR
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R
A.
P
AR
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R
B.
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/2
5/
W
F-
-R
-0
F2
-4 0-
A.
P
AR
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R
M
AR
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C
R I P
TI
O
N D
AT
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AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/2 6/
3" = 1'-0"A-511
3 DETAIL - ROOF DRAIN
3" = 1'-0"A-511
4 DETAIL - ROOF DRAINS
BO TUBE
EL = VARIES, SEE NOTE 5
CENTER BETWEEN JOISTS - TYP.
WD BLOCKING
AS REQ'D
7" M
IN
1/2
STL ANGLE FRAMING -
SEE STRUCTURAL
SELF-FLASHING
SOLAR DAYLIGHTING
DEVICE W/
PRISMATIC DOME -
INSTALL PER
MANUFACTURER
INSTRUCTIONS
PRISMATIC DIFFUSER
FOR EXPOSED
APPLICATIONS
3" MIN OPEN-CELL
SPF INSUL @ DECK
PENETRATION
PLUMBING VENT STACK
MEMBRANE CAP
FLASHING MEMBRANE
SEALANT (IF REQUIRED BY THE
SPECIFIC SYSTEM
PVC ROOF MEMBRANE
ROOF STRUCTURE
THERMAL INSULATION
COVER BOARD (TYP.)
GENERAL ROOF NOTES:
1. DIMENSIONS ARE TO CENTER LINE OF COLUMNS, FACE OF STEEL STUDS, AND
FACE OF PRECAST WALLS.
2. ALL DIMENSIONS ARE NOMINAL, U.N.O.
3. SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF LIGHTNING PROTECTION TERMINALS.
4. DO NOT SCALE FROM DRAWINGS.
5. REFER TO CIVIL SITE PLAN FOR BUILDING LOCATION.
6. COORDINATE ALL ROOF PENETRATIONS WITH STANDING SEAM LOCATIONS.
7. ALL ROOFING, FLASHING, & ACCESSORIES TO BE INSTALLED IN ACCORDANCE
SMACNA GUIDELINES.
8. ALL FINISHES TO BE FACTORY PRE-FINISHED.
9. ALL JOINTS, OPENINGS, & PENETRATIONS TO RECEIVE TAPE, FLASHING, CAULK, & GASKETS.
10. ALL PENETRATIONS THROUGH ROOF SHALL BE INTEGRATED INTO THE CONTINUOUS
AIR BARRIER SYSTEM.
11. REFER TO STRUCTURAL DRAWINGS FOR FRAMING INFORMATION.
12. SEE WALLS SECTIONS AND DETAILS FOR MORE INFORMATION ON WALL, ROOF AND PARAPET
CONSTRUCTION REQUIREMENTS.
13. FIELD VERIFY STRUCTURAL CONDITIONS AND CRITICAL DIMENSIONS PRIOR TO FABRICATION
AND INSTALLATION OF LADDER ASSEMBLIES.
14. COORDINATE ALL ROOFING PENETRATIONS WITH ROOFING INSTALLER.
15. STL LADDER ASSEMBLY SHALL BE DESIGNED IN ACCORDANCE WITH OSHA 1910.27 AND AISC STEEL CONSTRUCTION MANUAL, 13TH EDITION FOR A LIVE CONCENTRATED LOAD OF 300 POINDS PLUS AN ADDITIONAL 300 POUNDS CONCENTRATED LOAD FOR EVERY 10 FEET OF LADDER HEIGHT.
WHERE RAILS EXTEND ABOVE THE ROOF OR PLATFORM, A 100 POUND LOAD SHALL BE APPLIED
TO THAT TOP RAIL IN ANY DIRECTION. STEP-OVER PLATFORM SHALL BE DESIGNED TO RESIST A 100 PSF UNIFORM LOAD OR A CONCENTRATED LOAD OF 300 POUNDS ON A 2" X 2" AREA. GRIND ALL
WELDS SMOOTH AND PROVIDE GALVANIZED FINISH.
16. WHERE TUBULAR DAYLIGHTING DEVICES ARE SHOWN IN UNFINISHED AREAS (SUCH AS SHOPS AND LOCKER ROOMS), TUBE SECTIONS SHALL BE OF SUFFICIENT LENGTH SUCH THAT DIFFUSERS ARE LOCATED AT THE SAME ELEVATION ABOVE FINISHED FLOOR TO BOTTOM AS THE LIGHT FIXTURES.
CAP FLASHING MEMBRANE,
LAP FLASHING MEMBRANE 4" MIN
SEE A-510 FOR TYPICAL
ROOFING SECTIONS
STEEL ROOF DECK -
SEE STRUCTURAL
1 1/2"
4'-0" TYP
1 1/2"
PREFABRICATED INSULATED SINGLE DOOR
ROOF HATCH WITH INTEGRATED RAILING
4'-3" +/-
MISCELLANEOUS
STEEL FRAMING
STEEL FRAMING -
REFER STRUCTURAL
1' -0
" M
IN
PVC FLASHING MEMBRANE - EXTEND TO
8" HEIGHT MIN.
PREFABRICATED INSULATED
METAL ROOF CURB
METAL FLASHING, 4" END LAPS WITH CONT.
CAULK AT LAPS
FULLY ADHERED PVC ROOFING
SYSTEM - SEE A-510 FOR TYPICAL
ROOF SECTIONS
PREFABRICATED INSULATED SINGLE DOOR
ROOF HATCH WITH INTEGRATED RAILING
PVC FLASHING MEMBRANE, EXTEND TO
8" HEIGHT MIN.
PREFABRICATED INSULATED
METAL ROOF CURB
STEEL FRAMING - SEE
STRUCTURAL
CRICKET
ATTIC HATCH LID,
70 DEG. MIN. WHEN
FULLY OPEN
AUTOMATIC HOLD-
OPEN AND
OPERATING ARMS,
ONE EA. SIDE
3" MIN OPEN-CELL SPF INSUL @
DECK PENETRATION - ALL AROUND
PERIMETER
3" MIN OPEN-CELL SPF INSUL @
DECK PENETRATION - ALL AROUND
PERIMETER
TELESCOPING POST
ROOF HATCH RAILING SYSTEM, TOP RAIL
@ 42" MIN. ABOVE ROOF DECK - (TYP.)
ROOF HATCH RAILING SYSTEM, TOP RAIL
@ 42" MIN. ABOVE ROOF DECK - (TYP.)
US Army Corps of Engineers ®
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1 1/2" = 1'-0"A-512
1 DAYLIGHT TUBULAR DEVICE
3" = 1'-0"A-512
2 PLUMBING VENT
1 1/2" = 1'-0"A-512
3 ROOF HATCH DETAIL
ROOM FINISH LEGEND:
ACT ACOUSTICAL TILE CEILING
CONC CONCRETE
CPT CARPET TILE
DMW DRY ERASE MAGNETIC WALLCOVERING
FRL FIBER REINFORCED LAMINATE WALL PANELS
GWB GYPSUM WALL BOARD (UNPAINTED)
GWB-PNT GYPSUM WALL BOARD (PAINTED)
GM WR GWB GLASS MAT WATER RESISTANT GYPSUM WALL BOARD
HCONC CONCRETE W/HARDENER
IR IMPACT RESISTANT
LVT LUXURY VINYL TILE
MR MOISTURE RESISTANT
OTS OPEN TO STRUCTURE
PCAST CONC PRECAST CONCRETE
PLYWD PLYWOOD
PNT PAINT
PT PORCELAIN TILE
RB RESILIENT BASE
RT RUBBER TILE
WM WALK-OFF MAT
WWM WOVEN WIRE MAT
US Army Corps of Engineers ®
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_ROOM FINISH SCHEDULE
ROOM NAME
WALL FINISH
BASE
FLOOR CEILINGS
NOTES & REMARKS (SEE NOTES)NORTH EAST SOUTH WEST MAT. MAT. HEIGHT
101 LOBBY 1-1 PNT PNT PNT PNT RB CONC ATC 9' - 0" NOTE 1
102 ELEV. EQUIP. ROOM PNT PNT PNT PNT RB HCONC OTS -
103 CORRIDOR 1 PNT PNT PNT PNT RB CONC ATC 9' - 0"
104 WOMEN PT/PNT PT/PNT PT/PNT PT/PNT PT PT GWB 9' - 0" NOTE 9, NOTE 10
105 MEN PT/PNT PT/PNT PT/PNT PT/PNT PT PT GWB 9' - 0" NOTE 9, NOTE 10
106 JAN. PNT PNT PNT PNT RB HCONC OTS - NOTE 5
107A CENTRAL VEHICLE MAINTNENANCE AREA
107B CENTRAL VEHICLE MAINTNENANCE AREA PNT PNT PNT PNT - HCONC OTS -
108 TOOL ROOM PNT PNT PNT PNT RB HCONC OTS 12' - 0" NOTE 8
109 STAIR 2-1 PNT PNT PNT PNT RB CONC OTS -
110 CORRIDOR 2 PNT PNT PNT PNT RB CONC ATC 9' - 0" NOTE 1
111 COMBAT SPARES PNT PNT PNT PNT RB HCONC OTS 12' - 0" NOTE 8
112 SIPRNET PLYWD/PNT PLYWD/PNT PLYWD/PNT PLYWD/PNT RB HCONC OTS 12' - 0" NOTE 3, NOTE 8 113 MAIN TELECOM ROOM PLYWD/PNT PLYWD/PNT PLYWD/PNT PLYWD/PNT RB HCONC OTS 12' - 0" NOTE 3, NOTE 8
114 MECHANICAL PNT PNT PNT PNT RB HCONC OTS 12' - 0"
115 ELECTRICAL PNT PNT PNT PNT RB HCONC OTS 12' - 0"
116 FLUID DISTRIBUTION ROOM PNT PNT PNT PNT RB HCONC OTS 9' - 0" NOTE 13
117 CONSOLIDATED BENCH REPAIR PNT PNT PNT PNT RB HCONC ATC 12' - 0"
118 ARMS VAULT PNT PNT PNT PNT RB HCONC OTS 12' - 0"
119 COMSEC VAULT PNT PNT PNT PNT RB HCONC OTS 12' - 0"
120 NON-SENSITIVE SECURE STORAGE PNT PNT PNT PNT RB HCONC OTS 12' - 0"
121 STAIR 1-1 PNT PNT PNT PNT RB CONC OTS -
201 LOBBY 2-1 PNT/FRL PNT/FRL PNT/FRL FRL RB RT ATC 9' - 0"
202 STAIR 1-2 PNT PNT PNT PNT RB RT OTS -
203 WAITING "A" PNT/FRL PNT FRL PNT RB RT ATC 9' - 0"
204 ADMIN. & SHOP CONTROL "A" PNT/DMW PNT/DMW PNT PNT RB LVT ATC 9' - 0"
204A OFFICE PNT PNT PNT PNT RB CPT ATC 9' - 0" NOTE 11
204B OFFICE PNT PNT PNT PNT RB CPT ATC 9' - 0" NOTE 11
205 WAITING "B" PNT PNT PNT/FRL PNT RB RT ATC 9' - 0"
206 ADMIN. & SHOP CONTROL "B" PNT/DMW PNT/DMW PNT PNT RB LVT ATC 9' - 0"
206A OFFICE PNT PNT PNT PNT RB CPT ATC 9' - 0" NOTE 11
206B OFFICE PNT PNT PNT PNT RB CPT ATC 9' - 0" NOTE 11
207 WAITING "C" PNT/FRL PNT PNT PNT RB RT ATC 9' - 0"
208 ADMIN. & SHOP CONTROL "C" PNT PNT/DMW PNT/DMW PNT RB LVT ATC 9' - 0"
208A OFFICE PNT PNT PNT PNT RB CPT ATC 9' - 0" NOTE 11
208B OFFICE PNT PNT PNT PNT RB CPT ATC 9' - 0" NOTE 11
209 STAIR 2-2 PNT PNT PNT PNT RB RT OTS -
210 CORRIDOR 3 PNT/FRL PNT/FRL PNT/FRL PNT/FRL RB RB ATS 9' - 0" NOTE 2, NOTE 8
211 TRAINING ROOM PNT PNT/DMW PNT/DMW PNT RB LVT ATC 9' - 0" NOTE 12
212 TELECOM ROOM PLYWD/PNT PLYWD/PNT PLYWD/PNT PLYWD/PNT RB HCONC OTS - NOTE 3
213 BREAK/TRAINING CONFERENCE ROOM PNT PNT/DMW PNT/DMW PNT/DMW RB LVT ATC 9' - 0"
214 WOMEN PT/PNT PT/PNT PT/PNT PT/PNT PT PT GWB 9' - 0" NOTE 9, NOTE 10
215 JAN. PNT PNT PNT PNT RB HCONC OTS - NOTE 5
216 MEN PT/PNT PT/PNT PT/PNT PT/PNT PT PT GWB 9' - 0" NOTE 9, NOTE 10
E100 ELEVATOR CAB - 1 FRL FRL FRL FRL RB RT - -
E200 ELEVATOR CAB - 2 - - - - - - - -
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FINISH SCHEDULE NOTES:
1. WALK-OFF MAT 10' LONG IN DIRECTION OF TRAVEL.
2. PROVIDE METAL TRIM 48" ABOVE FINISH FLOOR AND PROTECTIVE WALL COVERING
FROM METAL TRIM TO FINISH FLOOR ON IR GWB WITH PAINT ABOVE.
3. PROVIDE 3/4" A/C FIRE RATED PLYWD THE ENTIRE LENGTH OF INDICATED WALLS TO
8'-6" AFF. KEEP PLYWD AT LEAST 8" MIN FROM BOTTOM OF F.F. FINISH SHALL BE
CLEAR SEALER, FIRE RATED STAMP SHALL BE VISIBLE.
5. PROVIDE PT WAINSCOT UP TO 48" @ JANITOR'S SINK.
6. IMPACT RESISTANT GYPSUM WALLBOARD SHALL BE
WATER RESISTANT.
7. LOCATE TRENCH DRAIN AT LIP OF SHOWER BASE, ENTIRE LENGTH OF OPENING.
8. IMPACT RESISTANT GYPSUM WALL BOARD.
9. GM WR GYPSUM WALL BOARD.
10. MOISTURE RESISTANT CLG GYPSUM BOARD (PNT).
11. ACCENT PAINT ON EAST WALL.
12. MEET NOISE CRITERIA (NC) 30, IAW ASHRAE FUND. HNBK.
13. SEE FLOOR FINISH NOTE AT 4/S-513
GENERAL NOTES (APPLIES TO ALL ROOMS):
1. NORTH, SOUTH, EAST & WEST AS NOTED ON SCHEDULE SHALL BE IN ACCORDANCE
WITH PLAN NORTH AS INDICATED ON PLANS.
2. ALL CAST-IN-PLACE AND PRECAST CONCRETE WALL SURFACES SHALL BE PAINTED
UNLESS NOTED OTHERWISE IN THE ROOM SCHEDULE OR DESIGN DRAWINGS.
SEE SPECIFICATION SECTION 09 06 90, PAR. 2.3.3.1
3. SEE REFLECTED CEILING PLANS FOR ELEVATIONS OF SOFFITS, HEADERS,
BULKHEADS AND OTHER CEILING CONDITIONS NOT IDENTIFIED IN THE ROOM
FINISH SCHEDULE.
4. ALL EXPOSED GWB IN SPACES OTHER THAN SERVICE AND STORAGE SPACES
SHALL BE PAINTED.
5. FOR ITEMS IDENTIFIED AS "VARIES," SEE DESIGN DRAWINGS FOR MORE DETAIL.
6. CEILING HEIGHTS/ELEVATIONS IDENTIFIED IN ROOM FINISH SCHEDULE ARE HEIGHTS
ABOVE THEIR RESPECTIVE FINISHED FLOORS.
7. USE 2-1/2" FURRING (UNO) AT ALL WALLS WITH EXTERIOR SIDE.
8. PROVIDE PT TO 4'-0" HT ON DRINKING FOUNTAIN WALLS, (UNO).
9. PROVIDE SOLID SURFACE WINDOW SILLS AT ALL WINDOWS.
10. REFER TO SPECIFICATION 09 06 90 COLOR SCHEDULE AND ARCHITECTURAL DETAILS
FOR COUNTER TOP MATERIALS.
11. PROVIDE CORNER GUARDS AT ALL EXPOSED OUTSIDE CORNERS IN CORRIDORS,
SHOP ROOMS AND ARMS VAULT.
12. PROVIDE RESILIENT FLOORING TREADS, RISERS AND LANDINGS, AS INDICATED.
UP
DN DN
AC
-2
AC
-1
AD-1REC-1
AF-1 AF-2
M
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WP-4 WP-3 WP-2 WP-1
2 3
3" C.A. 13'-10" A.F.F.
P-504
P-504
TYP.
1 1 1 1 1 1 1
1 1 1 1 1 1 1 1
P-503
P-503
3" C.A. 13'-10" A.F.F.
2" C.A.
11'-0" A.F.F.
PP-1
PP-2
PP-3
PP-4
PP-5
3" C.A. 13'-10" A.F.F.
1" E.O. 13'-6" A.F.F.
1" G.O. 13'-4" A.F.F.
1" G.L. 13'-2" A.F.F.
1" A.T.F. 13'-0" A.F.F.
1" A.F. 12'-10" A.F.F. 9
2" C.A.
11'-0" A.F.F.
3" C.A. 13'-10" A.F.F.
3" C.A. 17'-0" A.F.F.
G
F
D
H
11 12 13 14 15
COMBAT SPARES
SIPRNET
MAIN TELECOM
ROOM
MECHANICAL
CONSOLIDATED
BENCH REPAIR
FLUID
DISTRIBUTION
ROOM
COMSEC VAULT
ARMS VAULT
STAIR 1-1
US Army Corps of Engineers ®
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