W912QR25RA024_Plans-0004.pdf
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- W912QR25RA024
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These documents are detailed architectural and engineering plans for the U.S. Army Corps of Engineers' Collocated Vehicle Maintenance Shop (VMS) and Area Maintenance Support Activity (AMSA) project located in Richmond, Virginia. The comprehensive set of construction plans includes existing conditions, demolition, utility, and architectural details across multiple sheets (V-102 through V-109, CD102 through CD109, CU102 through CU109, and A-501 through A-581). The plans outline a facility construction involving 12-inch insulating concrete form (ICF) wall systems, detailed utility infrastructure including water, gas, and communication lines, and specific architectural elements like door and window configurations.
The project documents, revised through Amendment 0004 on June 30, 2025, provide precise technical specifications for a new military facility, including site preparation, utility installations, structural details, and specialized architectural components. Key technical elements include provisions for electrical and mechanical systems, network controllers, building controls, and specific design requirements for doors, windows, louvers, and interior spaces. The plans indicate a focus on comprehensive infrastructure development with attention to technical precision, sustainability considerations, and integration of modern building technologies across various system implementations.
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C R
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D
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SHEET ID
\\s vd at a6
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TU
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KY
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R
S
JU
N E
, 2
V-109
A.
L
IL
LY
K.
P
O
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ER
S.
C
U R
R Y
J.
F
IS
H
ER
AN
SI
D
C
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TI
FI
ED
F
IN
AL
S U
BM
IT
TA
L
C O
LL
O
C
AT
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V
EH
IC
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M
AI
N
TE
N
AN
C
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SH
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(V M
S)
AN
D A
R
EA
M
AI
N
TE
N
AN
C E
SU
PP
O R
T
AC
TI
VI
TY
(A
M
SA
R
IC
H
M O
N D
, V
IR
G
IN
IA
PN
: 0
P2 : 5
FY
: 2
LO
U
IS
VI
LL
E D
IS
TR
D R
M
AR
TI
N
L U
TH
ER
K
IN
G J
R P
L
V-102 V-103
V-104 V-105
V-106 V-107
KEYMAP
KEYMAP IS NOT TO SCALE
V-108 V-109
SCALE: 1" = 20'
EXISTING CONDITIONS PLANA1
PLAN
NORTH
20' 40'0
MATCH LINE V-107
M
AT
C H
L
IN
E V
-1
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
-3 0-
06/30/2025
W
2Q R
R
A0
_P la ns -0
B
O A
D
A R
O A
D
N 4th STREET
3 12
N 3681915.75 E 11787079.42
N 3681878.94 E 11787070.35
N 3681878.25 E 11787145.78
N 3681913.17 E 11787102.54
N 3681919.18 E 11787103.72
N 3681919.26 E 11787128.64
N 3681913.37 E 11787130.31
N 3681883.19 E 11787095.77
N 3681883.21 E 11787108.38
IR W/CAP S11
N 3681928.378
E 11786862.884
ELEV = 120.65
N 3681884.12 E 11787088.22
N 3681884.12 E 11787139.21
D
EM
O
LI
TI
O
N P
LA
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
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SI
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M
AR
K
D
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C R
IP
TI
O N
D
AT
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SHEET ID
\\s vd at a6
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2.
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VI
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EN
TU
C
KY
U S
AR
M
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O R
PS
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F
EN
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IN
EE
R
S
JU
N E
, 2
CD102
A.
L
IL
LY
K.
P
O
TT
ER
S.
C
U R
R Y
J.
F
IS
H
ER
AN
SI
D
C
ER
TI
FI
ED
F
IN
AL
S U
BM
IT
TA
L
C O
LL
O
C
AT
ED
V
EH
IC
LE
M
AI
N
TE
N
AN
C
E
SH
O P
(V M
S)
AN
D A
R
EA
M
AI
N
TE
N
AN
C E
SU
PP
O R
T
AC
TI
VI
TY
(A
M
SA
R
IC
H
M O
N D
, V
IR
G
IN
IA
PN
: 0
P2 : 5
FY
: 2
LO
U
IS
VI
LL
E D
IS
TR
D R
M
AR
TI
N
L U
TH
ER
K
IN
G J
R P
L
SHEET KEYNOTES
1. SAWCUT AND REMOVE ASPHALT
2. REMOVE GAS LINE AND APPURTENANCES
3. REMOVE WATER LINE AND APPURTENANCES
4. REMOVE STORM DRAIN LINE AND STRUCTURES
5. SAWCUT AND REMOVE CURB
CD102 CD103
CD104 CD105
CD106 CD107
KEYMAP
KEYMAP IS NOT TO SCALE
CD108 CD109
LEGEND
UTILITY DEMOLITION
SITE DEMOLITION
LIMITS OF CONSTRUCTION
4 4
5 5
SCALE: 1" = 20'
DEMOLITION PLANA1
PLAN
NORTH
20' 40'0
M
AT
C H
L
IN
E C
D
MATCH LINE CD104
TYP
TYP
GENERAL SHEET NOTES
1. ANY EXISTING UNDERGROUND UTILITIES SHOWN HEREON
ARE BASED UPON A FIELD SURVEY, AVAILABLE EXISTING
DRAWINGS AND PAINTED LOCATION PROVIDED BY THE
OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
DETERMINING THE EXACT LOCATION OF ALL UTILITIES
BEFORE COMMENCING WORK AND FOR ANY DAMAGES
WHICH OCCUR BY THEIR FAILURE TO LOCATE OR PRESERVE
THESE UNDERGROUND UTILITIES. IF DURING CONSTRUCTION
OPERATIONS THE CONTRACTOR SHOULD ENCOUNTER
UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS, THEY
SHALL IMMEDIATELY NOTIFY THE COR AND TAKE NECESSARY
AND PROPER STEPS TO PROTECT THE UTILITIES AND
ASSURE THE CONTINUANCE OF SERVICE. MAXIMUM
PROTECTION SHALL BE PROVIDED FOR EXISTING UTILITIES
WHICH ARE TO REMAIN IN SERVICE. EXISTING UTILITIES THAT
COME TO GRADE SHALL BE ADJUSTED TO COORDINATE WITH
PROPOSED GRADING.
5 1
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
-3
0-
2 2
06/30/2025
W
2Q R
R
A0
_P la ns -0
R
O A
D
123124
121 122
N 3681920.57 E 11787437.44
N 3681916.60 E 11787441.65
N 3681916.00 E 11787358.60
N 3681918.62 E 11787358.70
N 3681920.17 E 11787382.09
N 3681902.01 E 11787355.01
N 3681901.91 E 11787351.01
N 3681854.71 E 11787351.01 N 3681854.72
E 11787355.01
IR W/CAP S10
N 3681921.421
E 11787356.986
ELEV = 120.82
D
EM
O
LI
TI
O
N P
LA
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
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SI
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M
AR
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D
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C R
IP
TI
O N
D
AT
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SHEET ID
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3.
dw g J un
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LO
U
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VI
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EN
TU
C
KY
U S
AR
M
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O R
PS
O
F
EN
G
IN
EE
R
S
JU
N E
, 2
CD103
A.
L
IL
LY
K.
P
O
TT
ER
S.
C
U R
R Y
J.
F
IS
H
ER
AN
SI
D
C
ER
TI
FI
ED
F
IN
AL
S U
BM
IT
TA
L
C O
LL
O
C
AT
ED
V
EH
IC
LE
M
AI
N
TE
N
AN
C
E
SH
O P
(V M
S)
AN
D A
R
EA
M
AI
N
TE
N
AN
C E
SU
PP
O R
T
AC
TI
VI
TY
(A
M
SA
R
IC
H
M O
N D
, V
IR
G
IN
IA
PN
: 0
P2 : 5
FY
: 2
LO
U
IS
VI
LL
E D
IS
TR
D R
M
AR
TI
N
L U
TH
ER
K
IN
G J
R P
L
SHEET KEYNOTES
1. SAWCUT AND REMOVE ASPHALT
2. SAWCUT AND REMOVE CONCRETE
D D
D D
CD102 CD103
CD104 CD105
CD106 CD107
KEYMAP
KEYMAP IS NOT TO SCALE
CD108 CD109
LEGEND
UTILITY DEMOLITION
SITE DEMOLITION
LIMITS OF CONSTRUCTION
SCALE: 1" = 20'
DEMOLITION PLANA1
PLAN
NORTH
20' 40'0
MATCH LINE CD105
M
AT
C H
L
IN
E C
D
GENERAL SHEET NOTES
1. ANY EXISTING UNDERGROUND UTILITIES SHOWN HEREON
ARE BASED UPON A FIELD SURVEY, AVAILABLE EXISTING
DRAWINGS AND PAINTED LOCATION PROVIDED BY THE
OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
DETERMINING THE EXACT LOCATION OF ALL UTILITIES
BEFORE COMMENCING WORK AND FOR ANY DAMAGES
WHICH OCCUR BY THEIR FAILURE TO LOCATE OR PRESERVE
THESE UNDERGROUND UTILITIES. IF DURING CONSTRUCTION
OPERATIONS THE CONTRACTOR SHOULD ENCOUNTER
UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS, THEY
SHALL IMMEDIATELY NOTIFY THE COR AND TAKE NECESSARY
AND PROPER STEPS TO PROTECT THE UTILITIES AND
ASSURE THE CONTINUANCE OF SERVICE. MAXIMUM
PROTECTION SHALL BE PROVIDED FOR EXISTING UTILITIES
WHICH ARE TO REMAIN IN SERVICE. EXISTING UTILITIES THAT
COME TO GRADE SHALL BE ADJUSTED TO COORDINATE WITH
PROPOSED GRADING.
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
-3 0-
06/30/2025
W
2Q R
R
A0
_P la ns -0
3 12
N 3681359.74 E 11786965.12 N 3681359.57
E 11787126.99
N 3681359.74 E 11787087.35
D
EM
O
LI
TI
O
N P
LA
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
\\s vd at a6
\p ro je ct s\ P ro je ct s\
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S he et s\
_C iv il\
-C
D
4.
dw g J un
0, :4
2p m
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
JU
N E
, 2
CD104
A.
L
IL
LY
K.
P
O
TT
ER
S.
C
U R
R Y
J.
F
IS
H
ER
AN
SI
D
C
ER
TI
FI
ED
F
IN
AL
S U
BM
IT
TA
L
C O
LL
O
C
AT
ED
V
EH
IC
LE
M
AI
N
TE
N
AN
C
E
SH
O P
(V M
S)
AN
D A
R
EA
M
AI
N
TE
N
AN
C E
SU
PP
O R
T
AC
TI
VI
TY
(A
M
SA
R
IC
H
M O
N D
, V
IR
G
IN
IA
PN
: 0
P2 : 5
FY
: 2
LO
U
IS
VI
LL
E D
IS
TR
D R
M
AR
TI
N
L U
TH
ER
K
IN
G J
R P
L
SHEET KEYNOTES
1. REMOVE ASPHALT
2. REMOVE GAS LINE AND APPURTENANCES
3. REMOVE WATER LINE AND APPURTENANCES
4. REMOVE STORM DRAIN LINE AND STRUCTURES
5. CLEAR AND GRUB VEGETATION, REMOVE ANY BELOW AND
ABOVE GROUND EXISTING MATERIALS.
D D
D D
CD102 CD103
CD104 CD105
CD106 CD107
KEYMAP
KEYMAP IS NOT TO SCALE
CD108 CD109
LEGEND
UTILITY DEMOLITION
SITE DEMOLITION
LIMITS OF CONSTRUCTION
SCALE: 1" = 20'
DEMOLITION PLANA1
PLAN
NORTH
20' 40'0
MATCH LINE CD102
MATCH LINE CD106
M
AT
C H
L
IN
E C
D
GENERAL SHEET NOTES
1. ANY EXISTING UNDERGROUND UTILITIES SHOWN HEREON
ARE BASED UPON A FIELD SURVEY, AVAILABLE EXISTING
DRAWINGS AND PAINTED LOCATION PROVIDED BY THE
OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
DETERMINING THE EXACT LOCATION OF ALL UTILITIES
BEFORE COMMENCING WORK AND FOR ANY DAMAGES
WHICH OCCUR BY THEIR FAILURE TO LOCATE OR PRESERVE
THESE UNDERGROUND UTILITIES. IF DURING CONSTRUCTION
OPERATIONS THE CONTRACTOR SHOULD ENCOUNTER
UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS, THEY
SHALL IMMEDIATELY NOTIFY THE COR AND TAKE NECESSARY
AND PROPER STEPS TO PROTECT THE UTILITIES AND
ASSURE THE CONTINUANCE OF SERVICE. MAXIMUM
PROTECTION SHALL BE PROVIDED FOR EXISTING UTILITIES
WHICH ARE TO REMAIN IN SERVICE. EXISTING UTILITIES THAT
COME TO GRADE SHALL BE ADJUSTED TO COORDINATE WITH
PROPOSED GRADING.
TYP
TYP
TYP
TYP
TYP
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
-3 0-
-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
06/30/2025
W
2Q R
R
A0
_P la ns -0
N 3681359.74 E 11787253.84
D
EM
O
LI
TI
O
N P
LA
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
\\s vd at a6
\p ro je ct s\ P ro je ct s\
\0 ca d_ bi m
S he et s\
_C iv il\
-C
D
5.
dw g J un
0, :4
3p m
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
JU
N E
, 2
CD105
A.
L
IL
LY
K.
P
O
TT
ER
S.
C
U R
R Y
J.
F
IS
H
ER
AN
SI
D
C
ER
TI
FI
ED
F
IN
AL
S U
BM
IT
TA
L
C O
LL
O
C
AT
ED
V
EH
IC
LE
M
AI
N
TE
N
AN
C
E
SH
O P
(V M
S)
AN
D A
R
EA
M
AI
N
TE
N
AN
C E
SU
PP
O R
T
AC
TI
VI
TY
(A
M
SA
R
IC
H
M O
N D
, V
IR
G
IN
IA
PN
: 0
P2 : 5
FY
: 2
LO
U
IS
VI
LL
E D
IS
TR
D R
M
AR
TI
N
L U
TH
ER
K
IN
G J
R P
L
D D
D D
CD102 CD103
CD104 CD105
CD106 CD107
KEYMAP
KEYMAP IS NOT TO SCALE
CD108 CD109
LEGEND
UTILITY DEMOLITION
SITE DEMOLITION
LIMITS OF CONSTRUCTION
SCALE: 1" = 20'
DEMOLITION PLANA1
PLAN
NORTH
20' 40'0
MATCH LINE CD103
MATCH LINE CD107
M
AT
C H
L
IN
E C
D
SHEET KEYNOTES
1. CLEAR AND GRUB VEGETATION, REMOVE ANY BELOW AND
ABOVE GROUND EXISTING MATERIALS.
GENERAL SHEET NOTES
1. ANY EXISTING UNDERGROUND UTILITIES SHOWN HEREON
ARE BASED UPON A FIELD SURVEY, AVAILABLE EXISTING
DRAWINGS AND PAINTED LOCATION PROVIDED BY THE
OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
DETERMINING THE EXACT LOCATION OF ALL UTILITIES
BEFORE COMMENCING WORK AND FOR ANY DAMAGES
WHICH OCCUR BY THEIR FAILURE TO LOCATE OR PRESERVE
THESE UNDERGROUND UTILITIES. IF DURING CONSTRUCTION
OPERATIONS THE CONTRACTOR SHOULD ENCOUNTER
UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS, THEY
SHALL IMMEDIATELY NOTIFY THE COR AND TAKE NECESSARY
AND PROPER STEPS TO PROTECT THE UTILITIES AND
ASSURE THE CONTINUANCE OF SERVICE. MAXIMUM
PROTECTION SHALL BE PROVIDED FOR EXISTING UTILITIES
WHICH ARE TO REMAIN IN SERVICE. EXISTING UTILITIES THAT
COME TO GRADE SHALL BE ADJUSTED TO COORDINATE WITH
PROPOSED GRADING.
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
-3 0-
06/30/2025
W
2Q R
R
A0
_P la ns -0
O A
D
B R
O A
D B
R O
A D
A R
O A
D
N 3681313.61 E 11786965.12
N 3681313.61 E 11786848.64
D
EM
O
LI
TI
O
N P
LA
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
\\s vd at a6
\p ro je ct s\ P ro je ct s\
\0 ca d_ bi m
S he et s\
_C iv il\
-C
D
6.
dw g J un
0, :4
3p m
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
JU
N E
, 2
CD106
A.
L
IL
LY
K.
P
O
TT
ER
S.
C
U R
R Y
J.
F
IS
H
ER
AN
SI
D
C
ER
TI
FI
ED
F
IN
AL
S U
BM
IT
TA
L
C O
LL
O
C
AT
ED
V
EH
IC
LE
M
AI
N
TE
N
AN
C
E
SH
O P
(V M
S)
AN
D A
R
EA
M
AI
N
TE
N
AN
C E
SU
PP
O R
T
AC
TI
VI
TY
(A
M
SA
R
IC
H
M O
N D
, V
IR
G
IN
IA
PN
: 0
P2 : 5
FY
: 2
LO
U
IS
VI
LL
E D
IS
TR
D R
M
AR
TI
N
L U
TH
ER
K
IN
G J
R P
L
SHEET KEYNOTES
1. REMOVE ASPHALT
2. REMOVE GAS LINE AND APPURTENANCES
3. REMOVE WATER LINE AND APPURTENANCES
4. REMOVE STORM DRAIN LINE AND STRUCTURES
5. CLEAR AND GRUB VEGETATION, REMOVE ANY BELOW AND
ABOVE GROUND EXISTING MATERIALS.
D D
D D
CD102 CD103
CD104 CD105
CD106 CD107
KEYMAP
KEYMAP IS NOT TO SCALE
CD108 CD109
LEGEND
UTILITY DEMOLITION
SITE DEMOLITION
LIMITS OF CONSTRUCTION
SCALE: 1" = 20'
DEMOLITION PLANA1
PLAN
NORTH
20' 40'0
MATCH LINE CD104
MATCH LINE CD108
M
AT
C H
L
IN
E C
D
GENERAL SHEET NOTES
1. ANY EXISTING UNDERGROUND UTILITIES SHOWN HEREON
ARE BASED UPON A FIELD SURVEY, AVAILABLE EXISTING
DRAWINGS AND PAINTED LOCATION PROVIDED BY THE
OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
DETERMINING THE EXACT LOCATION OF ALL UTILITIES
BEFORE COMMENCING WORK AND FOR ANY DAMAGES
WHICH OCCUR BY THEIR FAILURE TO LOCATE OR PRESERVE
THESE UNDERGROUND UTILITIES. IF DURING CONSTRUCTION
OPERATIONS THE CONTRACTOR SHOULD ENCOUNTER
UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS, THEY
SHALL IMMEDIATELY NOTIFY THE COR AND TAKE NECESSARY
AND PROPER STEPS TO PROTECT THE UTILITIES AND
ASSURE THE CONTINUANCE OF SERVICE. MAXIMUM
PROTECTION SHALL BE PROVIDED FOR EXISTING UTILITIES
WHICH ARE TO REMAIN IN SERVICE. EXISTING UTILITIES THAT
COME TO GRADE SHALL BE ADJUSTED TO COORDINATE WITH
PROPOSED GRADING.
TYP
TYP
TYP
TYP
3 TYP
R
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IS
ED
IN
A C
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T
-3 0-
06/30/2025
W
2Q R
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R
EH
O U
SE #65
C R
O A
D C
R O
A D
N 3681313.66 E 11787253.45
N 3681313.90 E 11787349.83
N 3681273.37 E 11787355.25
N 3681313.88 E 11787355.13
N 3681303.27 E 11787373.72
N 3681279.37 E 11787440.79
N 3681292.02 E 11787440.69
N 3681284.19 E 11787355.23
D
EM
O
LI
TI
O
N P
LA
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
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J
K
L
M
N
P
SU
BM
IT
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D B
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C H
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D B
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D R
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B Y:
D
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B
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C O
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SHEET ID
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CD107
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S U
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C O
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O
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V
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M
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N
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SH
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(V M
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D A
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C E
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AC
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VI
TY
(A
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SA
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M O
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, V
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IN
IA
PN
: 0
P2 : 5
FY
: 2
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VI
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E D
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D R
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L U
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G J
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SHEET KEYNOTES
1. SAWCUT AND REMOVE ASPHALT
2. SAWCUT AND REMOVE CONCRETE
3. CLEAR AND GRUB VEGETATION, REMOVE ANY BELOW AND
ABOVE GROUND EXISTING MATERIALS.
D D
D D
CD102 CD103
CD104 CD105
CD106 CD107
KEYMAP
KEYMAP IS NOT TO SCALE
CD108 CD109
LEGEND
UTILITY DEMOLITION
SITE DEMOLITION
LIMITS OF CONSTRUCTION
SCALE: 1" = 20'
DEMOLITION PLANA1
PLAN
NORTH
20' 40'0
MATCH LINE CD105
MATCH LINE CD109
M
AT
C H
L
IN
E C
D
GENERAL SHEET NOTES
1. ANY EXISTING UNDERGROUND UTILITIES SHOWN HEREON
ARE BASED UPON A FIELD SURVEY, AVAILABLE EXISTING
DRAWINGS AND PAINTED LOCATION PROVIDED BY THE
OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
DETERMINING THE EXACT LOCATION OF ALL UTILITIES
BEFORE COMMENCING WORK AND FOR ANY DAMAGES
WHICH OCCUR BY THEIR FAILURE TO LOCATE OR PRESERVE
THESE UNDERGROUND UTILITIES. IF DURING CONSTRUCTION
OPERATIONS THE CONTRACTOR SHOULD ENCOUNTER
UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS, THEY
SHALL IMMEDIATELY NOTIFY THE COR AND TAKE NECESSARY
AND PROPER STEPS TO PROTECT THE UTILITIES AND
ASSURE THE CONTINUANCE OF SERVICE. MAXIMUM
PROTECTION SHALL BE PROVIDED FOR EXISTING UTILITIES
WHICH ARE TO REMAIN IN SERVICE. EXISTING UTILITIES THAT
COME TO GRADE SHALL BE ADJUSTED TO COORDINATE WITH
PROPOSED GRADING.
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
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IS
ED
IN
A C
C O
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AN
C
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IT
H
A M
EN
D
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-3 0-
06/30/2025
W
2Q R
R
A0
_P la ns -0
1 12
N 3680841.82 E 11786829.64
N 3680795.38 E 11787085.97
N 3680771.41 E 11787107.79
N 3680771.30 E 11787094.48
N 3680762.01 E 11787115.75
N 3680760.75 E 11787092.78
N 3680772.95 E 11787053.37
N 3680791.17 E 11786903.61
N 3680767.08 E 11786897.14
N 3680779.95 E 11787057.81
N 3680788.35 E 11787055.72
N 3680789.05 E 11787001.38
TRAVERSE S12
N 3680744.156
E 11786851.250
ELEV = 120.82
D
EM
O
LI
TI
O
N P
LA
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
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D R
AW
N
B Y:
D
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N
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B
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C O
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TR
AC
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N O
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C
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N N
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SHEET ID
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, 2
CD108
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L
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K.
P
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S.
C
U R
R Y
J.
F
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H
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FI
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F
IN
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S U
BM
IT
TA
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C O
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O
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V
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M
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N
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AN
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SH
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(V M
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AN
D A
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M
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N
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AN
C E
SU
PP
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AC
TI
VI
TY
(A
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SA
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H
M O
N D
, V
IR
G
IN
IA
PN
: 0
P2 : 5
FY
: 2
LO
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VI
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E D
IS
TR
D R
M
AR
TI
N
L U
TH
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K
IN
G J
R P
L
SHEET KEYNOTES
1. SAWCUT AND REMOVE ASPHALT
2. REMOVE GAS LINE AND APPURTENANCES
3. REMOVE WATER LINE AND APPURTENANCES
4. REMOVE STORM DRAIN LINE AND STRUCTURES
5. REMOVE SANITARY SEWER LINE AND MANHOLES
6. REMOVE ASPHALT
7. ADJUST MANHOLE RIM TO FINAL GRADE
8. CLEAR AND GRUB VEGETATION, REMOVE ANY BELOW AND
ABOVE GROUND EXISTING MATERIALS.
9. REMOVE INLET TOP AND REPLACE WITH MANHOLE TOP
INSTALLED TO FINAL GRADE
10. INLET SHALL REMAIN, PLUG EXISTING PIPE OPENING
D D
D D
CD102 CD103
CD104 CD105
CD106 CD107
KEYMAP
KEYMAP IS NOT TO SCALE
CD108 CD109
LEGEND
UTILITY DEMOLITION
SITE DEMOLITION
LIMITS OF CONSTRUCTION
SCALE: 1" = 20'
DEMOLITION PLANA1
PLAN
NORTH
20' 40'0
MATCH LINE CD106
M
AT
C H
L
IN
E C
D
GENERAL SHEET NOTES
1. ANY EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE
BASED UPON A FIELD SURVEY, AVAILABLE EXISTING DRAWINGS
AND PAINTED LOCATION PROVIDED BY THE OWNER. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE
EXACT LOCATION OF ALL UTILITIES BEFORE COMMENCING
WORK AND FOR ANY DAMAGES WHICH OCCUR BY THEIR
FAILURE TO LOCATE OR PRESERVE THESE UNDERGROUND
UTILITIES. IF DURING CONSTRUCTION OPERATIONS THE
CONTRACTOR SHOULD ENCOUNTER UTILITIES OTHER THAN
THOSE SHOWN ON THE PLANS, THEY SHALL IMMEDIATELY
NOTIFY THE COR AND TAKE NECESSARY AND PROPER STEPS
TO PROTECT THE UTILITIES AND ASSURE THE CONTINUANCE
OF SERVICE. MAXIMUM PROTECTION SHALL BE PROVIDED FOR
EXISTING UTILITIES WHICH ARE TO REMAIN IN SERVICE.
EXISTING UTILITIES THAT COME TO GRADE SHALL BE
ADJUSTED TO COORDINATE WITH PROPOSED GRADING.
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
-3 0-
06/30/2025
W
2Q R
R
A0
_P la ns -0
N 3680788.37 E 11787342.31
N 3680757.22 E 11787372.07
N 3680849.53 E 11787355.11
N 3680807.05 E 11787354.10
N 3680813.90 E 11787420.70
N 3680788.21 E 11787312.74
N 3680766.69 E 11787321.13
N 3680758.38 E 11787322.52
N 3680750.38 E 11787322.59
N 3680750.40 E 11787368.05
TRAVERSE S13
N 3680747.737
E 11787377.639
ELEV = 120.54
D
EM
O
LI
TI
O
N P
LA
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
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C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
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N
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B
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C O
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N O
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N N
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SHEET ID
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C O
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AC
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(A
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SA
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M O
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, V
IR
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IN
IA
PN
: 0
P2 : 5
FY
: 2
LO
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IS
VI
LL
E D
IS
TR
D R
M
AR
TI
N
L U
TH
ER
K
IN
G J
R P
L
SHEET KEYNOTES
1. SAWCUT AND REMOVE ASPHALT
2. REMOVE CONCRETE
3. REMOVE SANITARY SEWER LINE
4. REMOVE STORM SEWER LINE AND STRUCTURES
5. CLEAR AND GRUB VEGETATION, REMOVE ANY BELOW AND
ABOVE GROUND EXISTING MATERIALS.
D D
D D
CD102 CD103
CD104 CD105
CD106 CD107
KEYMAP
KEYMAP IS NOT TO SCALE
CD108 CD109
LEGEND
UTILITY DEMOLITION
SITE DEMOLITION
LIMITS OF CONSTRUCTION2
SCALE: 1" = 20'
DEMOLITION PLANA1
PLAN
NORTH
20' 40'0
MATCH LINE CD107
M
AT
C H
L
IN
E C
D
GENERAL SHEET NOTES
1. ANY EXISTING UNDERGROUND UTILITIES SHOWN HEREON
ARE BASED UPON A FIELD SURVEY, AVAILABLE EXISTING
DRAWINGS AND PAINTED LOCATION PROVIDED BY THE
OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
DETERMINING THE EXACT LOCATION OF ALL UTILITIES
BEFORE COMMENCING WORK AND FOR ANY DAMAGES
WHICH OCCUR BY THEIR FAILURE TO LOCATE OR PRESERVE
THESE UNDERGROUND UTILITIES. IF DURING CONSTRUCTION
OPERATIONS THE CONTRACTOR SHOULD ENCOUNTER
UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS, THEY
SHALL IMMEDIATELY NOTIFY THE COR AND TAKE NECESSARY
AND PROPER STEPS TO PROTECT THE UTILITIES AND
ASSURE THE CONTINUANCE OF SERVICE. MAXIMUM
PROTECTION SHALL BE PROVIDED FOR EXISTING UTILITIES
WHICH ARE TO REMAIN IN SERVICE. EXISTING UTILITIES THAT
COME TO GRADE SHALL BE ADJUSTED TO COORDINATE WITH
PROPOSED GRADING.
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
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IT
H
A M
EN
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EN
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-3 0-
06/30/2025
W
2Q R
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O A
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N 4th STREET
G G G G G
N 3681916.01 E 11787079.85
U
TI
LI
TY
P
LA
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
G
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J
K
L
M
N
P
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BM
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D B
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C H
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D B
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D R
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N
B Y:
D
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B
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C O
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N O
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N N
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SU
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D
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SHEET ID
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JU
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, 2
CU102
A.
L
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P
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C
U R
R Y
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F
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H
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(A
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IN
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PN
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P2 : 5
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: 2
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TR
D R
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K
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SHEET KEYNOTES
1. PROVIDE 8" NATURAL GAS LINE
2. CONNECT TO EXISTING 8" NATURAL GAS LINE
CU102 CU103
CU104 CU105
CU106 CU107
KEYMAP
KEYMAP IS NOT TO SCALE
CU108 CU109
LEGEND
COMM COMMUNICATION
SANITARY SEWER
WATER
NATURAL GAS
MANHOLE
CLEAN OUT
FIRE HYDRANT
SAN
W W
G
E E ELECTRIC
LIMITS OF CONSTRUCTION
LIGHT POLES
GATE VALVE
2 1
SCALE: 1" = 20'
UTILITY PLANA1
PLAN
NORTH
20' 40'0
M
AT
C H
L
IN
E C
U
MATCH LINE CU104
GENERAL SHEET NOTES
1. COORDINATE THE INSTALLATION OF THE NATURAL GAS
WITH THE COR AND OWNER.
2. SEE DETAILS L1/CU501 AND L6/CU501 FOR PIPE TRENCHING
3. ALL UTILITY WORK, INCLUDING PURCHASE AND
INSTALLATION OF ANY METERS AND TAPPING INTO
EXISTING SYSTEMS, ARE THE RESPONSIBILITY OF THE
CONTRACTOR.
4. ALL EXISTING MANHOLE, VALVE COVERS, HANDHOLES, ETC
SHALL BE RAISED OR LOWERED TO MATCH THE NEW
FINISHED GRADES UNLESS NOTED OTHERWISE.
5. REFER TO SHEET CU502 FOR THRUST BLOCK DETAIL.
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
-3 0-
06/30/2025
W
2Q R
R
A0
_P la ns -0
R
O A
D
G G G G G G G G G G G
G G
G G
G G
G
N 3681918.35 E 11787442.35
N 3681917.71 E 11787352.87
U
TI
LI
TY
P
LA
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
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N
B Y:
D
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B
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C O
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N N
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SHEET ID
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JU
N E
, 2
CU103
A.
L
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LY
K.
P
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ER
S.
C
U R
R Y
J.
F
IS
H
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AN
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FI
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F
IN
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BM
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TA
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C O
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O
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AT
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V
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M
AI
N
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N
AN
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E
SH
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(V M
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AN
D A
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EA
M
AI
N
TE
N
AN
C E
SU
PP
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T
AC
TI
VI
TY
(A
M
SA
R
IC
H
M O
N D
, V
IR
G
IN
IA
PN
: 0
P2 : 5
FY
: 2
LO
U
IS
VI
LL
E D
IS
TR
D R
M
AR
TI
N
L U
TH
ER
K
IN
G J
R P
L
CU102 CU103
CU104 CU105
CU106 CU107
KEYMAP
KEYMAP IS NOT TO SCALE
CU108 CU109
LEGEND
COMM COMMUNICATION
SANITARY SEWER
WATER
NATURAL GAS
MANHOLE
CLEAN OUT
FIRE HYDRANT
SAN
W W
G
E E ELECTRIC
LIMITS OF CONSTRUCTION
LIGHT POLES
GATE VALVE
SCALE: 1" = 20'
UTILITY PLANA1
PLAN
NORTH
20' 40'0
MATCH LINE CU105
M
AT
C H
L
IN
E C
U
SHEET KEYNOTES
1. PROVIDE 8" NATURAL GAS LINE
2. CONNECT TO EXISTING 8" NATURAL GAS LINE
GENERAL SHEET NOTES
1. SEE DETAILS L1/CU501 AND L6/CU501 FOR PIPE TRENCHING
2. COORDINATE THE INSTALLATION OF THE NATURAL GAS
WITH THE COR AND OWNER.
3. ALL UTILITY WORK, INCLUDING PURCHASE AND
INSTALLATION OF ANY METERS AND TAPPING INTO
EXISTING SYSTEMS, ARE THE RESPONSIBILITY OF THE
CONTRACTOR.
4. ALL EXISTING MANHOLE, VALVE COVERS, HANDHOLES, ETC
SHALL BE RAISED OR LOWERED TO MATCH THE NEW
FINISHED GRADES UNLESS NOTED OTHERWISE.
5. REFER TO SHEET CU502 FOR THRUST BLOCK DETAIL.
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
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-3 0-
06/30/2025
W
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G G
G G
G G
G G
G G
G G
G G
G G
G
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TI
LI
TY
P
LA
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
G
H
J
K
L
M
N
P
SU
BM
IT
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D B
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C H
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D B
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D R
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B Y:
D
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B
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C O
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N O
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N N
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SHEET ID
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CU105
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P2 : 5
FY
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LO
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L U
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G J
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CU102 CU103
CU104 CU105
CU106 CU107
KEYMAP
KEYMAP IS NOT TO SCALE
CU108 CU109
LEGEND
COMM COMMUNICATION
SANITARY SEWER
WATER
NATURAL GAS
MANHOLE
CLEAN OUT
FIRE HYDRANT
SAN
W W
G
E E ELECTRIC
LIMITS OF CONSTRUCTION
LIGHT POLES
GATE VALVE
SCALE: 1" = 20'
UTILITY PLANA1
PLAN
NORTH
20' 40'0
MATCH LINE CU103
MATCH LINE CU107
M
AT
C H
L
IN
E C
U
SHEET KEYNOTES
1. PROVIDE 8" NATURAL GAS LINE
GENERAL SHEET NOTES
1. COORDINATE THE INSTALLATION OF THE NATURAL GAS
WITH THE COR AND OWNER.
2. SEE DETAILS L1/CU501 AND L6/CU501 FOR PIPE TRENCHING
3. ALL UTILITY WORK, INCLUDING PURCHASE AND
INSTALLATION OF ANY METERS AND TAPPING INTO
EXISTING SYSTEMS, ARE THE RESPONSIBILITY OF THE
CONTRACTOR.
4. ALL EXISTING MANHOLE, VALVE COVERS, HANDHOLES, ETC
SHALL BE RAISED OR LOWERED TO MATCH THE NEW
FINISHED GRADES UNLESS NOTED OTHERWISE.
5. REFER TO SHEET CU502 FOR THRUST BLOCK DETAIL.
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
-3 0-
06/30/2025
W
2Q R
R
A0
_P la ns -0
R
EH
O U
SE #65
C R
O A
D C
R O
A D
DETENTION
BASIN A
E E E E E E E E E
G G
G G
G G
G G
G G
G G
G G
G G
G
W W
W W
W W
W W
W W
W W
W W
W W
W
W W W W W
COMM COMM COMM COMM COMM
W W W W 4+00 5+00
6+
7+
8+
0+
.4
0+
.1
0+11.44
0+00
W W
W
COMM
COMM
COMM
COMM
E E E E E E E E E E E
U
TI
LI
TY
P
LA
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
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N O
SO
LI
C
IT
AT
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N N
O
IS
SU
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SI
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M
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C R
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SHEET ID
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CU107
A.
L
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K.
P
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S.
C
U R
R Y
J.
F
IS
H
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AN
SI
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C
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TI
FI
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F
IN
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S U
BM
IT
TA
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C O
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O
C
AT
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V
EH
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M
AI
N
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N
AN
C
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SH
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(V M
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AN
D A
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EA
M
AI
N
TE
N
AN
C E
SU
PP
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AC
TI
VI
TY
(A
M
SA
R
IC
H
M O
N D
, V
IR
G
IN
IA
PN
: 0
P2 : 5
FY
: 2
LO
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IS
VI
LL
E D
IS
TR
D R
M
AR
TI
N
L U
TH
ER
K
IN
G J
R P
L
SHEET KEYNOTES
1. PROVIDE 8" WATER LINE
2. PROVIDE GATE VALVE - DETAIL A8/CU501
3. PROVIDE FIRE HYDRANT - DETAIL A14/CU501
4. PROVIDE LIGHT POLE - REFER TO ELECTRICAL PLANS
5. PROVIDE NATURAL GAS LINE
6. PROVIDE COMMUNICATION MANHOLE - REFER TO
COMMUNICATION PLANS
7. PROVIDE ELECTRIC MANHOLE - REFER TO ELECTRIC
PLANS
8. PROVIDE ELECTRIC LINE - REFER TO ELECTRIC PLANS
9. PROVIDE COMMUNICATION LINE - REFER TO
COMMUNICATION PLANS
10. PROVIDE 6" WATER LINE
CU102 CU103
CU104 CU105
CU106 CU107
KEYMAP
KEYMAP IS NOT TO SCALE
CU108 CU109
LEGEND
COMM COMMUNICATION
SANITARY SEWER
WATER
NATURAL GAS
MANHOLE
CLEAN OUT
FIRE HYDRANT
SAN
W W
G
E E ELECTRIC
LIMITS OF CONSTRUCTION
LIGHT POLES
GATE VALVE
4TYP
SCALE: 1" = 20'
UTILITY PLANA1
PLAN
NORTH
20' 40'0
MATCH LINE CU105
MATCH LINE CU109
M
AT
C H
L
IN
E C
U
WATER LINE PROFILES - SEE SHEETS CU310-CU313
SANITARY PROFILES - SEE SHEETS CU301-CU302
COMMUNICATION AND ELECTRIC PROFILES - CU320 & CU330
TYP
GENERAL SHEET NOTES
1. COORDINATE THE INSTALLATION OF THE NATURAL GAS
WITH THE COR AND OWNER.
2. SEE DETAILS L1/CU501 AND L6/CU501 FOR PIPE
TRENCHING
3. ALL UTILITY WORK, INCLUDING PURCHASE AND
INSTALLATION OF ANY METERS AND TAPPING INTO
EXISTING SYSTEMS, ARE THE RESPONSIBILITY OF THE
CONTRACTOR.
4. ALL EXISTING MANHOLE, VALVE COVERS, HANDHOLES,
ETC SHALL BE RAISED OR LOWERED TO MATCH THE NEW
FINISHED GRADES UNLESS NOTED OTHERWISE.
5. REFER TO SHEET CU502 FOR THRUST BLOCK DETAIL.
6. PROVIDE ALL WATER MAINS WITH A MINIMUM OF 3.5 FEET
OF COVER TO FINISHED GRADE.
7. WATER AND SANITARY LINES SHALL HAVE A MINIMUM OF
18 INCHES CLEARANCE AT ALL CROSSINGS.
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
-3 0-
06/30/2025
W
2Q R
R
A0
_P la ns -0
BIORETENTION
BASIN B
BIORETENTION BASIN C
EX 2
EX1
6" SD
6" SD 6" SD
6" SD 6" SD 6" SD
E E
EV
EV
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
G G G G
SAN SAN SAN SAN SAN SANW
W
W
W W
W W
W
WWWWWWWWWWWWW
W
W
0+19.650+00
12+0013+00
14+00
+0
0+
.6
0+
1+
.0
1+
1+00
2+00
3+00
0+00
W
U
TI
LI
TY
P
LA
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
\\s vd at a6
\p ro je ct s\ P ro je ct s\
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S he et s\
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U
8.
dw g J un
0, :5
2p m
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
JU
N E
, 2
CU108
A.
LI
LL
Y
K.
PO
TT
ER
S.
C
U R
R Y
J.
FI
SH
ER
AN
SI
D
C
ER
TI
FI
ED
F
IN
AL
S U
BM
IT
TA
L
C O
LL
O
C
AT
ED
V
EH
IC
LE
M
AI
N
TE
N
AN
C
E
SH
O P
(V M
S)
AN
D A
R
EA
M
AI
N
TE
N
AN
C E
SU
PP
O R
T
AC
TI
VI
TY
(A
M
SA
R
IC
H
M O
N D
, V
IR
G
IN
IA
PN
: 0
P2 : 5
FY
: 2
LO
U
IS
VI
LL
E D
IS
TR
D R
M
AR
TI
N
L U
TH
ER
K
IN
G J
R P
L
SHEET KEYNOTES
1. PROVIDE 6" SANITARY LINE
2. PROVIDE 3/4" WATER LINE
3. PROVIDE SANITARY MANHOLE - DETAIL F8/CU502
4. PROVIDE LIGHT POLE - REFER TO ELECTRICAL PLANS
5. PROVIDE 8" WATER LINE
6. PROVIDE GATE VALVE - DETAIL A8/CU501
7. CONNECT TO EXISTING NATURAL GAS LINE
8. PROVIDE 8" NATURAL GAS LINE
9. PROVIDE FIRE HYDRANT - DETAIL A14/CU501
10. PROVIDE YARD HYDRANT - DETAIL A16/CU502
11. PROVIDE CONDUIT TO EV PARKING FOR FUTURE CHARGING
STATIONS
12. PROVIDE TRENCH DRAIN - REFER TO STRUCTURAL PLANS
13. PROVIDE 6" WATER LINE
CU102 CU103
CU104 CU105
CU106 CU107
KEYMAP
KEYMAP IS NOT TO SCALE
CU108 CU109
LEGEND
COMM COMMUNICATION
SANITARY SEWER
WATER
NATURAL GAS
MANHOLE
CLEAN OUT
FIRE HYDRANT
SAN
W W
G
E E ELECTRIC
LIMITS OF CONSTRUCTION
LIGHT POLES
GATE VALVE
4 TYP
SCALE: 1" = 20'
UTILITY PLANA1
PLAN
NORTH
20' 40'0
MATCH LINE CU106
M
AT
C H
L
IN
E C
U
1 2
WATER LINE PROFILES - SEE SHEETS CU310-CU313
SANITARY PROFILES - SEE SHEETS CU301-CU302
TYP
GENERAL SHEET NOTES
1. COORDINATE THE INSTALLATION OF THE NATURAL GAS
WITH THE COR AND OWNER.
2. SEE DETAILS L1/CU501 AND L6/CU501 FOR PIPE
TRENCHING
3. ALL UTILITY WORK, INCLUDING PURCHASE AND
INSTALLATION OF ANY METERS AND TAPPING INTO
EXISTING SYSTEMS, ARE THE RESPONSIBILITY OF THE
CONTRACTOR.
4. ALL EXISTING MANHOLE, VALVE COVERS, HANDHOLES,
ETC SHALL BE RAISED OR LOWERED TO MATCH THE NEW
FINISHED GRADES UNLESS NOTED OTHERWISE.
5. REFER TO SHEET CU502 FOR THRUST BLOCK DETAIL.
6. PROVIDE ALL WATER MAINS WITH A MINIMUM OF 3.5 FEET
OF COVER TO FINISHED GRADE.
7. WATER AND SANITARY LINES SHALL HAVE A MINIMUM OF
18 INCHES CLEARANCE AT ALL CROSSINGS.
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
-3 0-
06/30/2025
W
2Q R
R
A0
_P la ns -0
EX3
BIORETENTION BASIN C
N 3rd STREET
G G G G G G G
G G
G G
G G
G
SAN
SAN
SAN
WWWWW
W W
W W
W W
W
WW
SAN SAN SAN SAN SAN SAN W
0+
.0
0+
9+
10+0011+00
6+29.21
4+00 5+00
6+00
U
TI
LI
TY
P
LA
N
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
\\s vd at a6
\p ro je ct s\ P ro je ct s\
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S he et s\
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9.
dw g J un
0, :5
4p m
LO
U
IS
VI
LL
E, K
EN
TU
C
KY
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
JU
N E
, 2
CU109
A.
L
IL
LY
K.
P
O
TT
ER
S.
C
U R
R Y
J.
F
IS
H
ER
AN
SI
D
C
ER
TI
FI
ED
F
IN
AL
S U
BM
IT
TA
L
C O
LL
O
C
AT
ED
V
EH
IC
LE
M
AI
N
TE
N
AN
C
E
SH
O P
(V M
S)
AN
D A
R
EA
M
AI
N
TE
N
AN
C E
SU
PP
O R
T
AC
TI
VI
TY
(A
M
SA
R
IC
H
M O
N D
, V
IR
G
IN
IA
PN
: 0
P2 : 5
FY
: 2
LO
U
IS
VI
LL
E D
IS
TR
D R
M
AR
TI
N
L U
TH
ER
K
IN
G J
R P
L
SHEET KEYNOTES
1. PROVIDE 8" WATER LINE
2. PROVIDE 6" WATER LINE FIRE
3. PROVIDE HYDRANT - DETAIL A14/CU501
4. PROVIDE LIGHT POLE - REFER TO ELECTRICAL PLANS
5. PROVIDE 6" SANITARY LINE
6. PROVIDE SANITARY MANHOLE - DETAIL F8/CU502
7. CONNECT TO EXISTING SANITARY SEWER MANHOLE
8. PROVIDE 8" NATURAL GAS LINE
9. PROVIDE GATE VALVE - DETAIL A8/CU501
CU102 CU103
CU104 CU105
CU106 CU107
KEYMAP
KEYMAP IS NOT TO SCALE
CU108 CU109
LEGEND
COMM COMMUNICATION
SANITARY SEWER
WATER
NATURAL GAS
MANHOLE
CLEAN OUT
FIRE HYDRANT
SAN
W W
G
E E ELECTRIC
LIMITS OF CONSTRUCTION
LIGHT POLES
GATE VALVE
SCALE: 1" = 20'
UTILITY PLANA1
PLAN
NORTH
20' 40'0
MATCH LINE CU107
M
AT
C H
L
IN
E C
U
WATER LINE PROFILES - SEE SHEETS CU310-CU313
SANITARY PROFILES - SEE SHEETS CU301-CU302
GENERAL SHEET NOTES
1. COORDINATE THE INSTALLATION OF THE NATURAL GAS
WITH THE COR AND OWNER.
2. SEE DETAILS L1/CU501 AND L6/CU501 FOR PIPE
TRENCHING
3. ALL UTILITY WORK, INCLUDING PURCHASE AND
INSTALLATION OF ANY METERS AND TAPPING INTO
EXISTING SYSTEMS, ARE THE RESPONSIBILITY OF THE
CONTRACTOR.
4. ALL EXISTING MANHOLE, VALVE COVERS, HANDHOLES,
ETC SHALL BE RAISED OR LOWERED TO MATCH THE NEW
FINISHED GRADES UNLESS NOTED OTHERWISE.
5. REFER TO SHEET CU502 FOR THRUST BLOCK DETAIL.
6. PROVIDE ALL WATER MAINS WITH A MINIMUM OF 3.5 FEET
OF COVER TO FINISHED GRADE.
7. WATER AND SANITARY LINES SHALL HAVE A MINIMUM OF
18 INCHES CLEARANCE AT ALL CROSSINGS.
9 TYP
4TYP
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
-3 0-
06/30/2025
W
2Q R
R
A0
_P la ns -0
7'
0"
3' - 0"
C 6"
5'
8"
7'
0"
6" 2' - 0"
6"
3' - 0"
D
7'
0"
4' - 0"
E
7'
0"
3' - 0" 3' - 0"
6' - 0"
24' - 0"
F
6" 2'
3'
7"
6"6" 2' - 0"
B
7'
0"
3' - 0"
2" 7'
0"
3' - 4" 2"
3' - 0" 2"
8'
8"
7'
0" 4"
1'
2" 2"
2" 3' - 0"
4" 2' - 4" 2"
4" 7'
0"
3' - 4"
2" 3' - 0"
2"
2"
7'
0"
7'
2"
2" 6' - 0"
2"
6' - 4"
7'
2"
7'
4"
4" 7'
0"
4' - 4"
2" 4' - 0"
2"
7'
4"
4" 7'
0"
7'
4"
2" 6' - 0"
2"
6' - 4"
6' - 0"
9'
0"
7'
0" 4"
1'
6" 2"
2" 3' - 0"
4" 2' - 4" 2"
6' - 0"
2" 1'
4"
2" 7'
0"
3' - 4" 2"
3' - 0" 2"
1'
6" 7'
2"8'
8"
2'
8"
2"
3'
4"
4"
2'
8"
2"
3'
4" 4"
A-501
A-501
A-501
A-501
2" 7'
0"
4' - 4" 2"
4' - 0" 2"
7'
2"
NOTE:
1. REFER TO FINISH SCHEDULE FOR FLOORING TYPES.
CONCRETERESILIENT
FLOORING
RESILIENT
TRANSITION STRIP
BRICK VENEER WITH BRICK
TIES AT 16" O.C. VERTICAL
AIR SPACE
1-5/8" METAL STUD AT 16" O.C.
5/8" GYPSUM BOARD
8" INSULATING CONCRETE FORM
(ICF) BUILDING SYSTEM OF STAY-IN-PLACE
EXPANDED POLYSTYRENE UNITS
WOOD BLOCKING AS REQUIRED
SEALANT, CONTINUOUS (EACH SIDE)
BRICK VENEER (BEYOND)
ALUMINUM STOREFRONT
DOOR STOP WITH WEATHER-STRIPPING
ALUMINUM DOOR WITH INSULATED GLAZING
4"
METAL FLASHING
STEEL ANGLE, REFER TO
STRUCTURAL DRAWINGS
1/8" GALVANIZED STEEL PLATE x 4" WIDE.
HOLD SHORT 1/4" FROM FRAME
1/8 2-12
1/8
7" 4"
10 1/4"
8" INSULATING CONCRETE FORM
(ICF) BUILDING SYSTEM OF STAY-IN-PLACE
EXPANDED POLYSTYRENE UNITS
1 5/8" METAL STUDS AT 16" O.C.
5/8" GYPSUM BOARD
SEALANT, CONTINUOUS
AIR SPACE
BRICK VENEER
SEALANT, CONTINUOUS
ALUMINUM
STOREFRONT
DOOR STOP WITH
WEATHER-STRIPPING
ALUMINUM DOOR WITH
INSULATED GLAZING
4"
4" 7"
3 5/8"
ALUMINUM STOREFRONT
ALUMINUM DOOR WITH
INSULATED GLAZING
4"
4"
5/8" GYPSUM BOARD.
3-5/8" METAL STUD AT 16" O.C.
(2) 18 GA. 3-5/8" METAL
BOX BEAM HEADER WITH
RUNNERS
SEALANT (EACH SIDE)
BACKER ROD AND SEALANT
(EACH SIDE)
ALUMINUM STOREFRONT
3 5/8" METAL STUD AT 16" O.C.
DOOR STOP WITH
WEATHER-STRIPPING
ALUMINUM DOOR WITH
INSULATED GLAZING
5/8" GYPSUM BOARD
8" CMU
1-5/8" METAL
STUDS AT 16" O.C. 4"
BACKER ROD AND
SEALANT (EACH SIDE)
5/8" GYPSUM BOARD
1"
GRAPHIC SCALE:
1' 06" 2' 3'1'
1"GRAPHIC SCALE: = 1'-0"
4' 02' 8' 12'4'
GRAPHIC SCALE: 1/4"GRAPHIC SCALE: = 1'-0"
SHEET ID
U S
AR
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D B
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AN
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N N
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3 5 7 9 11 13 15 17 19
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Pl ot
D at e:
2 4 6 8 10 12 14 16 18 20
P
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B
US Army Corps of Engineers ®
6/
/2
2:
:3
PM
A-501
AMSA
D O
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D F
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AN
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D O
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(A
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SA
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P 2:
FY
M .S
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SCALE: 1/4" = 1'-0"A-501
DOOR TYPES1
SCALE: 1/4" = 1'-0"A-501
FRAME TYPES2
GENERAL SHEET NOTES
1 REFER TO FLOOR PLANS AND ELEVATIONS FOR
LOCATIONS OF ALL DOORS.
2 REFER TO SPECIFICATIONS FOR HARDWARE AND
ANCHORING REQUIREMENTS.
3 TYPICAL DOORS IN CMU WALLS SHALL BE 8" FROM
NEAREST WALL UNLESS OTHERWISE INDICATED.
4 TYPICAL DOORS IN STUD WALLS SHALL BE 4" FROM
NEAREST WALL UNLESS OTHERWISE INDICATED.
5 ALL EXTERIOR HOLLOW METAL FRAMES AND DOORS
SHALL BE GALVANIZED AND PREPPED FOR PAINT.
6 ALL EXTERIOR DOORS SHALL BE INSULATED.
7 ALL EXIT DOOR HARDWARE SHALL ALLOW DOORS TO BE
OPENED IN THE DIRECTION OF EXIT WITHOUT THE USE
OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT.
8 PREP DOOR AND FRAMES TO CONCEAL WIRING WHERE
REQUIRED. REFER TO ELECTRICAL DRAWINGS.
9 ALL WOOD DOORS SHALL BE PRE-FINISHED.
10 ALL WOOD DOORS SHALL BE CATEGORY 'A' FOR
GASKETING, SELF-CLOSING, AND SHELF LATCHING.
11 FIRE-RATED DOORS SHALL HAVE AN APPROVED LABEL
OR LISTING MARK (INDICATING THE FIRE-PROTECTION
RATING) WHICH IS PRIMARILY AFFIXED AT THE FACTORY
WHERE FABRICATION AND ASSEMBLY ARE PERFORMED.
12 FIRE-RATED DOORS SHALL BE INSTALLED STRICTLY PER
MANUFACTURER'S PRINTED INSTRUCTIONS.
INSTRUCTIONS SHALL BE MADE AVAILABLE TO THE
INSPECTION AUTHORITY.
13 DO NOT PAINT OVER LABEL OF TESTING AGENCY ON
ACOUSTICALLY AND FIRE-RATED DOORS AND FRAMES.
14 TRANSITION STRIPS SHALL BE USED WHEN FLOOR
MATERIAL CHANGES AT DOOR AND NO THRESHOLDS IS
SCHEDULED WITH THE HARDWARE SET. TRANSITION
STRIPS SHALL CENTER UNDER THE DOOR.
15 ALL EXTERIOR GLAZING SHALL BE INSULATED,
LAMINATED, LOW 'E' GLASS. REFER TO SPECIFICATIONS.
16 WINDOW PANELS IN ALL DOORS AND SIDELIGHTS OF
DOOR FRAMES SHALL BE INSULATED WITH TEMPERED
GLASS ON EXTERIOR PANES AND LAMINATED ANNEALED
GLASS ON INTERIOR PANES.
17 REMOVABLE GLAZING STOPS ON BORROWED LITES
SHALL BE INSTALLED ON SECURE SIDE.
18 PROVIDE COAT HOOK ON BACK SIDE OF ALL OFFICE
DOORS AT 5'-6" A.F.F.
19 DOORS IN SMOKE PARTITIONS SHALL HAVE CLEARANCES
NOT GREATER THAN 1/8 INCH BETWEEN THE TOP AND
VERTICAL EDGES OF THE DOOR AND THE FRAME AND
NOT MORE THAN 3/4 INCH UNDER THE BOTTOM OF THE
DOOR.
20 IF MANUFACTURER'S STANDARD BUCKS ARE DESIGNED
TO REMAIN IN PLACE, THE BUCKS AND SHIMS SHALL BE
COMPLETELY CONCEALED WITH GYPSUM BOARD IF THE
WALL FINISH IS GYPSUM BOARD OR BREAK METAL
SECURED WITH FASTENERS AND SEALED AT THE EDGES
IF THE WALL IS CONCRETE.
SCALE: 1" = 1'-0"A-501
TRANSITION STRIPS3
SCALE: 1" = 1'-0"A-501
HEAD DETAIL4
SCALE: 1" = 1'-0"A-501
JAMB DETAIL5
SCALE: 1" = 1'-0"A-501
HEAD DETAIL6
SCALE: 1" = 1'-0"A-501
JAMB DETAIL7
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BRICK VENEER WITH BRICK
TIES AT 16" O.C. VERTICAL
AIR SPACE
1-5/8" METAL STUD AT 16" O.C.
5/8" GYPSUM BOARD
8" INSULATING CONCRETE FORM
(ICF) BUILDING SYSTEM OF STAY-
IN-PLACE EXPANDED
POLYSTYRENE UNITS
WOOD SHIM AS REQUIRED
SEALANT, CONTINUOUS
HOLLOW METAL FRAME
(GROUT SOLID)
BRICK VENEER (BEYOND)
4"
3" 10 3/4"
METAL FLASHING
8" INSULATING CONCRETE FORM
(ICF) BUILDING SYSTEM OF STAY-
IN-PLACE EXPANDED
POLYSTYRENE UNITS
1 5/8" METAL STUDS
AT 16" O.C.
5/8" GYPSUM BOARD
HOLLOW METAL FRAME
WITH JAMB ANCHOR
(GROUT SOLID)
SEALANT, CONTINUOUS
AIR SPACE
BRICK VENEER
2"
SEALANT, CONTINUOUS
1/
2"
/4
3 JAMB ANCHORS PER JAMB
BRICK VENEER WITH BRICK
TIES AT 16" O.C. VERTICAL
AIR SPACE
1-5/8" METAL STUD AT 16" O.C.
5/8" HIGH IMPACT WATER RESISTANT
GYPSUM BOARD, EXTEND TO
LENGTH OF STUDS AND SEAL
8" INSULATING CONCRETE FORM
(ICF) BUILDING SYSTEM OF STAY-
IN-PLACE EXPANDED
POLYSTYRENE UNITS
WOOD SHIM AS REQUIRED
SEALANT, CONTINUOUS (EACH SIDE)
HOLLOW METAL FRAME
(GROUT SOLID)
BRICK VENEER (BEYOND)
4"
3" 10 3/4"
METAL FLASHING
8" INSULATING CONCRETE FORM
(ICF) BUILDING SYSTEM OF STAY-
IN-PLACE EXPANDED
POLYSTYRENE UNITS
1 5/8" METAL STUDS
AT 16" O.C.
5/8" HIGH IMPACT WATER RESISTANT
GYPSUM BOARD, EXTEND TO
LENGTH OF STUDS AND SEAL
HOLLOW METAL FRAME
WITH JAMB ANCHOR
(GROUT SOLID)
SEALANT, CONTINUOUS
AIR SPACE
BRICK VENEER
2"
SEALANT, CONTINUOUS7
1/
2"
/4
3 JAMB ANCHORS PER JAMB
BRICK VENEER WITH BRICK
TIES AT 16" O.C. VERTICAL
AIR SPACE
12" INSULATING CONCRETE FORM
(ICF) BUILDING SYSTEM OF STAY-
IN-PLACE EXPANDED
POLYSTYRENE UNITS ON ONE
SIDE AND EXPOSED CONCRETE
ON THE OTHER SIDE
3" 10 3/4"
4"
WOOD SHIM AS REQUIRED
SEALANT, CONTINUOUS
HOLLOW METAL FRAME
(GROUT SOLID)
BRICK VENEER (BEYOND)
METAL FLASHING
12" INSULATING CONCRETE FORM
(ICF) BUILDING SYSTEM OF STAY-
IN-PLACE EXPANDED
POLYSTYRENE UNITS ON ONE
SIDE AND EXPOSED CONCRETE
ON THE OTHER SIDE
HOLLOW METAL FRAME
WITH JAMB ANCHOR
(GROUT SOLID)
SEALANT,
CONTINUOUS
SEALANT, CONTINUOUS
AIR SPACE
BRICK VENEER
/4
2"
3 JAMB ANCHORS PER JAMB
12" INSULATING CONCRETE FORM
(ICF) BUILDING SYSTEM OF STAY-
IN-PLACE EXPANDED
POLYSTYRENE UNITS ON ONE
SIDE AND EXPOSED CONCRETE
ON THE OTHER SIDE
1-5/8" METAL STUD AT 16" O.C.
EXTEND TO DECK AND SEAL
SEALANT, CONTINUOUS
HOLLOW METAL FRAME
(GROUT SOLID)6 3/4"
4"
5/8" GYPSUM BOARD
12" INSULATING CONCRETE FORM
(ICF) BUILDING SYSTEM OF STAY-
IN-PLACE EXPANDED
POLYSTYRENE UNITS ON ONE
SIDE AND EXPOSED CONCRETE
ON THE OTHER SIDE
1 5/8" METAL STUDS
AT 16" O.C.
5/8" GYPSUM BOARD
HOLLOW METAL FRAME
WITH JAMB ANCHOR
(GROUT SOLID)
SEALANT, CONTINUOUS
3/
4"
2"
SEALANT, CONTINUOUS
3 JAMB ANCHORS PER JAMB
12" INSULATING CONCRETE FORM
(ICF) BUILDING SYSTEM OF STAY-
IN-PLACE EXPANDED
POLYSTYRENE UNITS ON ONE
SIDE AND EXPOSED CONCRETE
ON THE OTHER SIDE
1-5/8" METAL STUD AT 16" O.C.
EXTEND TO DECK AND SEAL
5/8" HIGH IMPACT WATER RESISTANT
GYPSUM BOARD, EXTEND TO LENGTH
OF STUDS AND SEAL
SMOKE PARTITION
SEALANT, CONTINUOUS
HOLLOW METAL FRAME
(GROUT SOLID)6 3/4"
SMOKE PARTITION
12" INSULATING CONCRETE FORM
(ICF) BUILDING SYSTEM OF STAY-IN-PLACE
EXPANDED POLYSTYRENE UNITS ON ONE
SIDE AND EXPOSED CONCRETE ON THE
OTHER SIDE
1 5/8" METAL STUDS AT 16" O.C.
5/8" HIGH IMPACT WATER RESISTANT
GYPSUM BOARD, EXTEND TO LENGTH
OF STUDS AND SEAL
HOLLOW METAL FRAME
WITH JAMB ANCHOR
(GROUT SOLID)
SEALANT, CONTINUOUS
3/
4"
2"
SEALANT, CONTINUOUS
3 JAMB ANCHORS PER JAMB
2 HOUR RATED
U.L. # U723
12" INSULATING CONCRETE FORM
(ICF) BUILDING SYSTEM OF STAY-
IN-PLACE EXPANDED
POLYSTYRENE UNITS ON ONE
SIDE AND EXPOSED CONCRETE
ON THE OTHER SIDE
1-5/8" METAL STUD AT 16" O.C.
EXTEND TO DECK AND SEAL
5/8" HIGH IMPACT WATER RESISTANT
GYPSUM BOARD, EXTEND TO LENGTH
OF STUDS AND SEAL
SEALANT, CONTINUOUS
HOLLOW METAL FRAME
(GROUT SOLID)6 3/4"
4"
12" INSULATING CONCRETE FORM
(ICF) BUILDING SYSTEM OF STAY-
IN-PLACE EXPANDED
POLYSTYRENE UNITS ON ONE
SIDE AND EXPOSED CONCRETE
ON THE OTHER SIDE
1 5/8" METAL STUDS
AT 16" O.C.
5/8" HIGH IMPACT WATER RESISTANT
GYPSUM BOARD, EXTEND TO LENGTH
OF STUDS AND SEAL
HOLLOW METAL FRAME
WITH JAMB ANCHOR
(GROUT SOLID)
SEALANT, CONTINUOUS
3/
4"
2"
SEALANT, CONTINUOUS2 HOUR RATED
U.L. # U723
3 JAMB ANCHORS PER JAMB
HOLLOW METAL FRAME
(GROUT SOLID)
SEALANT, CONTINUOUS
FOR LINTEL INFORMATION
REFER TO STRUCTURAL
MASONRY ELEVATIONS AND
LINTEL SCHEDULE
8" CMU
4"
5 3/4"
8" CMU
SEALANT, CONTINUOUS
HOLLOW METAL FRAME WITH
JAMB ANCHORS
(GROUT SOLID)
REFER TO STRUCTURAL
DRAWINGS FOR REINFORCING
3/
4"
2"
SEALANT, CONTINUOUS
3 JAMB ANCHORS PER JAMB
SMOKE PARTITION
CORNER BEAD, CONTINUOUS
SEALANT, CONTINUOUS
HOLLOW METAL FRAME
(GROUT SOLID)
8" CMU
5/8" GYPSUM BOARD
1-5/8" METAL STUD AT 16" O.C.
FOR LINTEL INFORMATION
REFER TO STRUCTURAL
MASONRY ELEVATIONS
AND LINTEL SCHEDULE
4"
5 3/4"
CORNER BEAD, CONTINUOUS
SEALANT, CONTINUOUS
HOLLOW METAL FRAME WITH
JAMB ANCHORS
(GROUT SOLID)
5/8" GYPSUM BOARD
REFER TO STRUCTURAL
DRAWINGS FOR REINFORCING
8" CMU
1-5/8" METAL STUDS AT 16" O.C.
2"
3/
4"
SEALANT, CONTINUOUS
SMOKE PARTITION
3 JAMB ANCHORS PER JAMB
GRAPHIC SCALE:
1' 06" 2' 3'1'
1"GRAPHIC SCALE: = 1'-0"
SHEET ID
U S
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VI
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TU
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KY
D R
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N
B Y:
D
ES
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N
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B
Y:
SU
BM
IT
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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
SI
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IS
SU
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AT
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C O
N
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AC
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N O
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AT
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N N
O
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3 5 7 9 11 13 15 17 19
L
J
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A
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AT
E M
AR
K
D
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C R
IP
TI
O N
Pl ot
D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
US Army Corps of Engineers ®
6/
/2
2:
:3
PM
A-502
AMSA
D O
O R
D
ET
AI
LS
C O
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O
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AT
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V
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(V M
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AN
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SU
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AC
TI
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TY
(A
M
SA
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IC
H
M O
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, V
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IN
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PN
P 2:
FY
M .S
IM
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S
M .S
IM
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S
J.
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H
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BL
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BM
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SCALE: 1" = 1'-0"A-502
HEAD DETAIL1
SCALE: 1" = 1'-0"A-502
JAMB DETAIL2
SCALE: 1" = 1'-0"A-502
HEAD DETAIL3
SCALE: 1" = 1'-0"A-502
JAMB DETAIL4
SCALE: 1" = 1'-0"A-502
HEAD DETAIL5
SCALE: 1" = 1'-0"A-502
JAMB DETAIL6
SCALE: 1" = 1'-0"A-502
HEAD DETAIL7
SCALE: 1" = 1'-0"A-502
JAMB DETAIL8
SCALE: 1" = 1'-0"A-502
HEAD DETAIL9
SCALE: 1" = 1'-0"A-502
JAMB DETAIL10
SCALE: 1" = 1'-0"A-502
HEAD DETAIL11
SCALE: 1" = 1'-0"A-502
JAMB DETAIL12
SCALE: 1" = 1'-0"A-502
HEAD DETAIL13
SCALE: 1" = 1'-0"A-502
JAMB DETAIL14
SCALE: 1" = 1'-0"A-502
HEAD DETAIL15
SCALE: 1" = 1'-0"A-502
JAMB DETAIL16
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06/30/2025
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HOLLOW METAL FRAME
(GROUT SOLID)
WALL TILE
SEALANT (EACH SIDE)
FOR LINTEL INFORMATION
REFER TO STRUCTURAL
MASONRY ELEVATIONS
AND LINTEL SCHEDULE
5/8" CEMENTITIOUS
BACKER BOARD
1-5/8" METAL FURRING AT
16" O.C.
8" CMU
4"
5 3/4"
SEALANT (EACH SIDE)
1-5/8" METAL STUD
5/8" CEMENT BOARD
REFER TO STRUCTURAL
DRAWINGS FOR
REINFORCING
8" CMU
HOLLOW METAL FRAME
(GROUT SOLID)
WALL TILE
3/
4"
2"
3 JAMB ANCHORS PER JAMB
1/2" 1/2"
2"
5 7/8"
5/8" GYPSUM BOARD.
EXTEND TO DECK AND
SEAL
3-5/8" METAL STUD AT 16"
O.C. EXTEND TO DECK AND
SECURE
(2) 18 GA. 3-5/8" METAL
BOX BEAM HEADER WITH
RUNNERS
SEALANT (EACH SIDE)
HOLLOW METAL FRAME
1/ 2"
1/ 2" 2"
7/
8"
5/8" GYPSUM BOARD. EXTEND
TO DECK AND SEAL
(2) 18 GA. 3-5/8" METAL JAMB
STUD WITH RUNNER
SEALANT (EACH SIDE)
HOLLOW METAL FRAME
3 5/8" METAL STUD AT 16" O.C.
EXTEND TO DECK AND SECURE
SMOKE PARTITION
1/2" 1/2"
2"
5 7/8"
5/8" GYPSUM BOARD.
EXTEND TO DECK AND SEAL
3-5/8" METAL STUD AT 16"
O.C. EXTEND TO DECK
AND SECURE
(2) 18 GA. 3-5/8" METAL
STUD AT 16" O.C.
SEALANT (EACH SIDE)
HOLLOW METAL FRAME
ACOUSTICAL SOUND
BLANKET INSULATION
1/ 2"
1/ 2" 2"
7/
8"
5/8" GYPSUM BOARD.
EXTEND TO DECK AND SEAL
(2) 18 GA. 3-5/8" METAL JAMB
STUDS WITH RUNNER
SEALANT (EACH SIDE)
HOLLOW METAL FRAME
3-5/8" METAL STUD AT 16" O.C.
EXTEND TO DECK AND SECURE
SMOKE PARTITION
ACOUSTICAL SOUND
BLANKET INSULATION
5 7/8"
2"
1/2"
3-5/8" METAL STUD
AT 16" O.C. EXTEND TO
DECK AND SECURE
5/8" CEMENT BOARD WITH
WALL TILE
(2) 18 GA. 3-5/8" METAL BOX
BEAM HEADER WITH RUNNERS
SEALANT (EACH SIDE)
HOLLOW METAL FRAME
2"
7/
8"
1/ 2"
(2) 18 GA. 3-5/8" METAL JAMB
STUD WITH RUNNER
SEALANT (EACH SIDE)
HOLLOW METAL FRAME
5/8" CEMENT BOARD WITH
WALL TILE
BRICK VENEER
AIR SPACE
THROUGH
WALL
FLASHING
STEEL LINTEL
REFER TO
STRUCTURAL
STEEL BENT PLATE JAMB
OVERHEAD COILING DOOR GUIDE
OVERHEAD COILING DOOR
COILING DOOR HOOD
WEATHER SEAL
12" ICF
T.O. OPENING
116' - 0"
BRICK
ACCENT BAND
STEEL BENT PLATE
AROUND ENTIRE JAMB
CAULK & BACKER ROD
1/4" THICK STEEL PLATE WITH 1/2"
DIAMETER EXPANSION ANCHORS
SPACED AT 24" O.C. STAGGER
EXPANSION ANCHORS
OVERHEAD COILING
DOOR
OVERHEAD COILING
DOOR GUIDE
12" ICF
AIR SPACE
BRICK VENEER
ABA COMPLIANT, REFER TO
SPECIFICATION SECTION 08 71 00
TYPICAL DOOR
ONE PIECE
ALUMINUM
THRESHOLD
FINISH FLOOR1 3/4"
5"
1/ 4"
(M
AX
BRICK VENEER WITH BRICK
TIES AT 16" O.C. VERTICAL
AIR SPACE
12" INSULATING CONCRETE FORM (ICF)
BUILDING SYSTEM OF STAY-IN-PLACE
EXPANDED POLYSTYRENE UNITS ON ONE SIDE
AND EXPOSED CONCRETE ON THE OTHER SIDE
WOOD SHIM AS REQUIRED
SEALANT, CONTINUOUS (BOTH SIDES)
HOLLOW METAL FRAME
(GROUT SOLID)
BRICK VENEER (BEYOND)
TRANSOM TO HAVE 1" INSULATED GLAZING
INSULATED HOLLOW METAL DOOR
6" 5 3/4"
2"
METAL FLASHING1/8 2-12
1/8
1/8" GALVANIZED STEEL PLATE x 3" WIDE.
HOLD SHORT 1/4" FROM FRAME
BRICK VENEER
AIR SPACE
TRANSOM TO HAVE 1"
INSULATED GLAZING
12" ICF
6"
3/ 4"
STEEL PLATE JAMB
ICF
PRE-FINISHED OVERHEAD
COILING DOOR
OVERHEAD COILING
DOOR GUIDE
WEATHER
STRIPPING
CONCRETE FLOOR
SLAB
EXPANSION JOINT
MATERIAL
CONCRETE
PAVEMENT
SLOPE
GRAPHIC SCALE:
1' 0 2'
1 1/2"
6" 1'
GRAPHIC SCALE: = 1'-0"
GRAPHIC SCALE:
1' 06" 2' 3'1'
1"GRAPHIC SCALE: = 1'-0"
SHEET ID
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TR
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LO
U
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VI
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E, K
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TU
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KY
D R
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N
B Y:
D
ES
IG
N
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B
Y:
SU
BM
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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
SI
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C O
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HEAD…
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