W912QR20R0015Plans-0000.pdf
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- Design/Build for the Full Facility Restoration of Barracks Building 5509 located at JBMDL, NJ
- Solicitation number
- W912QR20R0015
About this file
This request for proposal solicits design/build services for the full facility restoration of a three-story transient training barracks with basement at Joint Base McGuire-Dix-Lakehurst in New Jersey. The 39,770 square foot barracks will receive modernized interior and exterior improvements including a new roof, windows, and landscaping. Interior work involves replacing electrical, plumbing, HVAC, data and communications systems. Bathrooms and individual sleeping rooms will be renovated. The project incorporates antiterrorism and security measures such as set-back parking and roads. Sustainability features are also included. Proposals are due by the solicitation response date, with contract award and performance to follow.
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ACCEPTANCE OF ALL DRAWINGS IN THIS SET AS SHOWN IN THE INDEX.
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND
ACCEPTANCE RECOMMENDED: *
QUALITY ASSURANCE
REVIEWED BY:
PROJECT ENGINEER / ARCHITECT
DATE
DATE
DATECHIEF, ENGINEERING DIVISION
ACCEPTED: *
US Army Corps of Engineers
Louisville District
P2 #: 464312
JOINT BASE McGUIRE-DIX-LAKEHURST, NEW JERSEY
BARRACKS BUILDING 5509 FFR, DESIGN/BUILD RFP
DRAWING INDEX
JANUARY 2020
SOLICITATION #: W912QR-20-R-0015
ENLARGED EXISTING KITCHEN PLANA-800
TRANSIENT BARRACKS - BUILDING ELEVATIONSA-200
COMPOSITE ROOF PLAN
TRANSIENT BARRACKS - A-140
COMPOSITE THIRD FLOOR PLAN
TRANSIENT BARRACKS - A-130
COMPOSITE SECOND FLOOR PLAN
TRANSIENT BARRACKS - A-120
ENLARGED FLOOR PLAN & CASEWORK ELEVATIONS
TRANSIENT BARRACKS - A-111
COMPOSITE FIRST FLOOR PLAN
TRANSIENT BARRACKS - A-110
COMPOSITE BASEMENT PLAN
TRANSIENT BARRACKS - A-100
TRANSIENT BARRACKS - EXISTING BUILDING ELEVATIONSAD-200
COMPOSITE THIRD FLOOR DEMOLITION PLAN
TRANSIENT BARRACKS - AD-130
COMPOSITE SECOND FLOOR DEMOLITION PLAN
TRANSIENT BARRACKS - AD-120
COMPOSITE FIRST FLOOR DEMOLITION PLAN
TRANSIENT BARRACKS - AD-110
COMPOSITE BASEMENT DEMOLITION PLAN
TRANSIENT BARRACKS - AD-100
COMPOSITE ROOF HAZARDOUS MATERIAL PLAN
TRANSIENT BARRACKS - H-140
COMPOSITE THIRD FLOOR HAZARDOUS MATERIAL PLAN
TRANSIENT BARRACKS - H-130
COMPOSITE SECOND FLOOR HAZARDOUS MATERIAL PLAN
TRANSIENT BARRACKS - H-120
COMPOSITE FIRST FLOOR HAZARDOUS MATERIAL PLAN
TRANSIENT BARRACKS - H-110
COMPOSITE BASEMENT HAZARDOUS MATERIAL PLAN
TRANSIENT BARRACKS - H-100
TRANSIENT BARRACKS - LAYOUT PLANCS100
TRANSIENT BARRACKS - DEMOLITION PLANCD100
TRANSIENT BARRACKS - SURVEY PLANV-100
TRANSIENT BARRACKS - LOCATION MAPG-200
COVER SHEET / DRAWING INDEXG-001
G-001
* * * S A F E T Y P A Y S * * *
* * * S U P P O R T V A L U E E N G I N E E R I N G - I T P A Y S * * *
Symbol Description Date Appr.
Revisions
THE SCOPE OF THEIR EMPLOYMENT; SIGNATURES ARE REQUIRED BY ER 1110-1-8152.
INDIVIDUALS WHOSE SIGNATURE AND REGISTRATION DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN
* THIS PROJECT WAS DESIGNED UNDER THE SUPERVISION OF THE U.S. ARMY CORP OF ENGINEERS, LOUISVILLE DISTRICT.
29 January 2020
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SECURITY AND ACCESS NOTES
7.
6.
5.
SCALE:
VICINITY MAP
NOT TO SCALE
NEW JERSEY STATE MAP
NN
SCALE:
ETC.
PASS ROADSIDE INSPECTIONS, LOAD SAFETY INSPECTIONS,
PROOF OF INSURANCE. ALL VEHICLES MUST BE ABLE TO
HAVE A CURRENT ORIGINAL VEHICLE REGISTRATION AND
ALL CONTRACTOR VEHICLES AND DELIVERY VEHICLES MUST
NUMBERS.
BASE McGUIRE-DIX-LAKEHURST CONTACT, NO CELL PHONE
FOR THE DELIVERY, AND A POST PHONE NUMBER FOR THE JOINT
JOINT BASE McGUIRE-DIX-LAKEHURST, AN ADDRESS/LOCATION
DELIVERIES MUST HAVE A VALID POINT OF CONTACT ON
ON JOINT BASE McGUIRE-DIX-LAKEHURST. DRIVERS MAKING
LICENSE. THIS INCLUDES DRIVERS MAKING DELIVERIES
WILL REQUIRE IN THEIR POSSESSION A VALID DRIVER'S
ALL DRIVERS ON JOINT BASE McGUIRE-DIX-LAKEHURST
OFFICE AT (609) 562-2853 FOR PERMISSION.
CONTACT THE CENTRAL NEW JERSEY RESIDENT ENGINEER
BE REPORTED TO IMMIGRATION AUTHORITIES IN ADVANCE.
SECURITY CARD, ETC). ILLEGAL CONTRACTOR PERSONNEL WILL
VALID IDENTIFICATION (PASSPORT, DRIVERS LICENSE, SOCIAL
WORKING AT JOINT BASE McGUIRE-DIX-LAKEHURST REQUIRE
ALL CONTRACTOR AND SUBCONTRACTOR PERSONNEL
ADVANCE BY THE CORPS RESIDENT ENGINEER OFFICE.
WORK OUTSIDE OF NORMAL HOURS MUST BE APPROVED IN
MONDAY THROUGH FRIDAY. EXCEPT FEDERAL HOLIDAYS.
NORMAL WORKING HOURS ARE 7:00 AM TO 4:00 PM
TRENTON
NOT TO SCALE
LOCATION MAP
BY THE CONTRACTING OFFICER.
TRAILERS AND PARKING. THE AREA WILL BE IDENTIFIED
APPROXIMATELY 40'x90' FOR STAGING, STORAGE, THE CONTRACTOR WILL HAVE ACCESS TO AN AREA
CONTRACTOR STAGING/STORAGE:
GETTING ON THE BASE.
CHARLIE, CONTRACTORS SHOULD EXPECT A 2 HOUR DELAY IN
MISSION. IF THE THREAT CONDITION IS RAISED TO THREATCON
TRAFFIC UNLESS IN DIRECT SUPPORT OF TROOPS AND
THREATCON DELTA, THE BASE WILL BE CLOSED TO OUTSIDE
SHOULD THE SECURITY THREAT CONDITION BE RAISED TO
McGUIRE-DIX-LAKEHURST.
ARE ALLOWED TO BE TRANSPORTED ONTO JOINT BASE
NO KNIVES, GUNS, WEAPONS, EXPLOSIVES, DRUGS, ALCOHOL
PROJECT LOCATION
BUILDING 5509
FT. DIX, NEW JERSEY
McGUIRE-DIX-LAKEHURST
JOINT BASE
COUNTY
BURLINGTON
295206
38 38
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GATE 3
GATE 2
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Township Bordentown
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Township Hamilton
White Horse
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McGuire
Township North Hanover
Springfield
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Jobstown
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90'60'30'015'30'
GRAPHIC SCALE: 1"=30'-0"
GENERAL NOTES
V-100
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ACT ENGINEERS, INC.
JUNE 9, 2017 THROUGH JUNE 21, 2017 BY
THE FIELD SURVEY WAS CONDUCTED FROM
OBSERVATIONS.
DATUMS WERE ESTABLISHED ON SITE USING GPS
OF 1988 (NAVD 88).
DATUM IS THE NORTH AMERICAN VERTICAL DATUM
DATUM OF 1983, (N.J.S.P.C.S., NAD 83). VERTICAL
PLANE COORDINATE SYSTEM, NORTH AMERICAN
HORIZONTAL DATUM IS THE NEW JERSEY STATE
ALTERED.
AN AUTHORIZED ORIGINAL AND MAY HAVE BEEN
IMPRESSION SEAL OF THE PROFESSIONAL, IT IS NOT
IF THIS DOCUMENT DOES NOT CONTAIN THE RAISED
SAID MARK-OUTS.
AS TO THE ACCURACY AND\OR COMPLETENESS OF
CONSTRUED THAT ANY STATEMENT IS BEING MADE
IMPLIED HEREON NOR SHOULD IT BE ASSUMED OR
OF SURVEY. NO STATEMENT IS BEING MADE OR
LOCATED FROM MARK-OUTS PRESENT AT THE TIME
UNDERGROUND UTILITIES SHOWN HEREON WERE
THIS SURVEY.
MATTERS AS ITEMS SEPARATE AND APART FROM
HEREON. THE CLIENT SHOULD PURSUE THESE
NO EVIDENCE OF TOXIC WASTE IS PORTRAYED
ANY STATEMENT IS BEING MADE BY THE FACT THAT
NOR SHOULD IT BE ASSUMED OR CONSTRUED THAT
NO STATEMENT IS BEING MADE OR IMPLIED HEREON,
UNKNOWN.
WERE NOT VISIBLE AT THE TIME OF SURVEY AND ARE
UNDERGROUND UTILITY SERVICE LINES NOT SHOWN
THE LOCATIONS AND/OR EXISTENCE OF ANY
BEEN COMPLETELY SHOWN.
PHYSICAL FEATURES OUTSIDE OF THE SITE HAVE NOT
8.
7.
6.
5.
4.
3.
2.
1.
S
IT
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U R
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LEGEND
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SANITARY MANHOLE
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UTILITY POLE
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CONTOUR LINE
STORM SEWER LINE
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D
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K
F E
N C
E
GATE
DEC.
DEC.
R C
P
AC
UNI
T
ON
CONC.
P
AD
CATC
H
BAS
IN
GRATE
=13
2.
IN
V=
9.
(8
TC
P)
OAK
ROUND
GRATE
GR=13
2.
ROUND
GRATE
GR=13
3.
IN
V=
8.
(A
6" C
ONC
IN
V=
8.
(B
6" C
ONC
IN
V=
8.
(C
6" C
ONC
FF
=13
4.
FF
=13
4.
FF
=13
4.
FF
=13
4.
BUI
LDI
NG
#5
BUI
LDI
NG
#5
UP
W/ L
IG
HT
NO
CONC.
S
ID
EWALK
CONC.
S
ID
EWALK
FF
=13
6.
CONC.
CURB
RED
MAP
LE
BROKEN
CURB
#J C6
NH
UP
W/ L
IG
HT
UP
#J
C6
NH
FF
=13
6.
UP
#J
C6
NH
CONC.
PAD
CONC.
S
ID
EWALK
CONC.
PAD
UP
#J
C6
NH
MEMPHI
S
STR
EET
CONC.
PAD
WALL
6" C
IP
IN
V=
2.
STE
PS,
TYP
FF
=13
6.
FF
=13
6.
6.
87FF
STE
PS
ON
CONC.
P
AD
STE
PS,
TYP
SAN.
MH.
RI
M=13
3.
IN
V=
8.
(W
IN
V=
8.
(E
IN
V=
8.
(S
T E
X
E
N U
E
STORM
MH.
RI
M=13
2.
IN
V=
8.
(A
6" C
ONC
IN
V=
8.
(B
6" C
ONC
IN
V=
8.
(C
6" C
ONC
IN
V=
8.
(D
6" C
ONC
IN
V=
8.
(E
6" C
ONC
IN
V=
8.
(F
6" C
ONC
STORM
MH.
RI
M=13
2.
IN
V=
7.
(A
6" C
ONC
IN
V=
6.
(B
6" C
ONC
IN
V=
7.
(C
6" C
ONC
IN
V=
6.
(D
6" C
ONC
FF
=13
6.
C D
E
F
IN
V
.9
B
A
IN
V
.8
B
C
A
6" T
CP
6" T
CP
STORM
MH.
RI
M=13
2.
IN
V=
6.
(N
IN
V=
5.
(S
IN
V=
4.
(W
IN
V=
4.
(E
IN
V
.4
N C
A
B
C
IN
V .1
.0
P
V C
IN
V
.4
C
IN
V
.7
IN
V
.4
6" CIP
INV=131.07
CRAWLS
PACE
WELL
SAN.
MH.
RI
M=13
2.
IN
V=
2.
(8
IN
V=
2.
(2
4" ,N
IN
V=
2.
(2
4" ,S
STORM
MH.
RI
M=13
2.
IN
V=
5.
(1
2"
IN
V=
4.
(3
0" ,W
IN
V=
3.
(3
0" ,N
CONC.
PAD
STORM
MH.
RI
M=13
0.
IN
V=
6.
(N
IN
V=
6.
(E
SHED
ELE
C.
B
OXES
ON
CONC.
P
ADS
DS
DS
CONC.
PADDS
DS
DS
DS
DS
DS
8" P
VC
RCP
P
R C
P
P
C
IP
TC
P
RCP
STORM
MH.
RI
M=13
1.
IN
V=
7.
(8
IN
V=
7.
(1
2"
8" S
TORM
DRAIN
5.
FF
=13
6.
STE
PS
FF
=13
6.
BF=
6.
CONC.
B
AS
IN
UNDERGROUND
UTIL
BOX
CONC.
PAD
STE
PS
CONC.
PAD
DOUBLE
YELL
OW
STR
IP
E, T
YP
UP
W/ L
IG
HT/
UGU
#J C1
0NH
AC
UNI
T
ON
CONC.
P
AD
UP
#J
C6
NH
6' C
HAIN
L
IN
K
FE
NCE
GATE
ELE
C.
B
OX
DS
DS
STORM
MH.
RI
M=13
1.
IN
V=
6.
(1
2" ,S
IN
V=
6.
(1
2" ,N
P
FF
=13
3.
UTIL
BOX
FF
=13
6.
CONC.
S
ID
EWALK
8" S
TORM
DRAIN
1.
SAN.
MH.
RI
M=13
2.
IN
V=
4.
(N
IN
V=
4.
(W
IN
V=
4.
(E
SAN.
MH.
RI
M=13
2.
IN
V=
7.
(W
IN
V=
7.
(N
IN
V=
5.
(E
DS
WALK-
IN
FREEZERS
FIR
E
DEP
ARTMENT
CONNECTIO
N
PI
V
UP
NO
STORM
MH.
RI
M=13
2.
IN
V=
7.
(6
IN
V=
6.
(1
2"
IN
V=
6.
(1
8"
IN
V=
6.
(2
4"
RCP
P
P
V C
RCP
STORM
MH.
RI
M=13
1.
IN
V=
7.
STORM
MH.
RI
M=13
1.
IN
V=
6.
(S
IN
V=
6.
(N
P
STORM
MH.
RI
M=13
2.
IN
V=
6.
(S
W)
IN
V=
6.
(N
E)
IN
V=
5.
(W
IN
V=
5.
(N
IN
V=
5.
(E
6" P
VC
CRAWLS
PACE
WELL
LANDSCAP
E
TIM
BER
PAVERS
DS
DS
DSFIR
E
DEP
ARTMENT
CONNECTIO
N
WI
NDOW
WELL
TYP
DS
DS
DS
DS
DS
BUI
LDI
NG
#5
DS
DS
ELE
C.
BOX
WI
NDOW
WELL
TYP
CONNEX
BOX
PAVED
ROAD
8" P
VC
P
V C
8" P
VC
N C
N C
P
PK
NAIL
N:
6.
E:
2.
ELE
V.=
4.
PK
NAIL
N:
6.
E:
2.
ELE
V.=
3.
PK
NAIL
N:
2.
E:
2.
ELE
V.=
1.
PK
NAIL
6, N:
5.
E:
9.
ELE
V.=
1.
D
YH
S
D
D
D
S
D
D
D
D
D
D
D
D
S
S
D
YH
GM
G M
GM
GM
BOLL.
BOLL.
BOLL.
BOLL.
BOLL.
BOLL.
BOLL.
WV
WV
POST
POST
133.27
133.3
133.3
133.3
133.4
133.4
133.38
133.5
133.5
133.5
133.5
133.5
133.6
133.6
133.62
133.7
133.92
133.95
134.05
134.1
134.3
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D E
S C
R
IP
T
IO
N
C D
.d g n
P P ro je c ts \0
\0
C
A D
B
IM
S h e e ts \0
C iv il \5
C D
.d g n
-J
A N -2
U
IS
V
IL
L E D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K E
N T
U C
K Y
D
R M
A R
T
IN
L
U T
H E
R K
IN
G J
R P
L A
C E
D R
A W
IN
G C
O D
E
J O
IN
T B
A S
E M c G
U
IR
E D
IX
L
A K
E H
U R
S T
N E
W J
E R
S E
Y
B A
R R
A C
K S B
U
IL
D
IN
G
F
F R
D /B R
F P
P R
O J E
C T
P
W
Q R -2
-R -0
M A
S O
N H
A N
G E
R
J A
N
PHASE 1 SUBMITTAL
N
90'60'30'015'30'
GRAPHIC SCALE: 1"=30'-0"
SHEET NOTES
GENERAL NOTES
PROTECT EXISTING TREES DURING CONSTRUCTION.
CONTRACTOR TO TAKE ALL NECESSARY MEANS TO
HAVE LIMBS PRUNED TO A HEIGHT NO LESS THAN 6 FEET.
ALL TREES ADJACENT TO B5509 THAT REMAIN SHALL
JB MDL STANDARDS.
WITH ADEQUATE BACKFILL AND SEED ACCORDING TO
HOLES THAT MAY OCCUR DURING THE SITE DEMOLITION
CONTRACTOR SHALL BACKFILL ANY DEPRESSIONS OR
SIDEWALKS THAT OCCUR DUE TO CONSTRUCTION.
CONTRACTOR SHALL REPLACE ANY DAMAGED
4.
3.
2.
1.
CD100
T R
A N
S
IE
N T B
A R
R A
C K
S
D E
M O
L
IT
IO
N P
L
Y N
N
S .H
A G
G A
R D
M .M
A Y
E R
EXISTING TREE TO BE REMOVED.
EXISTING STRIPING TO REMOVED.
REMOVED. SAW CUT AT NEAREST JOINT TO REMAIN.
EXISTING CONCRETE CONCRETE SIDEWALK TO BE
W
2Q R
R
Pl an s-
PI
NE
PI
NE
PI
NE
PI
NE
PI
NE
PI
NE
PI
NE
HONEY
LOCUST
C H
K
F E
N C
E
GATE
DEC.
DEC.
R C
P
AC
UNI
T
ON
CONC.
P
AD
CATC
H
BAS
IN
GRATE
=13
2.
IN
V=
9.
(8
TC
P)
OAK
ROUND
GRATE
GR=13
2.
ROUND
GRATE
GR=13
3.
IN
V=
8.
(A
6" C
ONC
IN
V=
8.
(B
6" C
ONC
IN
V=
8.
(C
6" C
ONC
FF
=13
4.
FF
=13
4.
FF
=13
4.
FF
=13
4.
BUI
LDI
NG
#5
BUI
LDI
NG
#5
UP
W/ L
IG
HT
NO
CONC.
S
ID
EWALK
CONC.
S
ID
EWALK
FF
=13
6.
CONC.
CURB
RED
MAP
LE
BROKEN
CURB
#J C6
NH
UP
W/ L
IG
HT
UP
#J
C6
NH
FF
=13
6.
UP
#J
C6
NH
CONC.
PAD
CONC.
S
ID
EWALK
CONC.
PAD
UP
#J
C6
NH
MEMPHI
S
STR
EET
CONC.
PAD
WALL
6" C
IP
IN
V=
2.
STE
PS,
TYP
FF
=13
6.
FF
=13
6.
6.
87FF
STE
PS
ON
CONC.
P
AD
STE
PS,
TYP
SAN.
MH.
RI
M=13
3.
IN
V=
8.
(W
IN
V=
8.
(E
IN
V=
8.
(S
T E
X
E
N U
E
STORM
MH.
RI
M=13
2.
IN
V=
8.
(A
6" C
ONC
IN
V=
8.
(B
6" C
ONC
IN
V=
8.
(C
6" C
ONC
IN
V=
8.
(D
6" C
ONC
IN
V=
8.
(E
6" C
ONC
IN
V=
8.
(F
6" C
ONC
STORM
MH.
RI
M=13
2.
IN
V=
7.
(A
6" C
ONC
IN
V=
6.
(B
6" C
ONC
IN
V=
7.
(C
6" C
ONC
IN
V=
6.
(D
6" C
ONC
FF
=13
6.
C D
E
F
IN
V
.9
B
A
IN
V
.8
B
C
A
6" T
CP
6" T
CP
STORM
MH.
RI
M=13
2.
IN
V=
6.
(N
IN
V=
5.
(S
IN
V=
4.
(W
IN
V=
4.
(E
IN
V
.4
N C
A
B
C
IN
V .1
.0
P
V C
IN
V
.4
C
IN
V
.7
IN
V
.4
6" CIP
INV=131.07
CRAWLS
PACE
WELL
SAN.
MH.
RI
M=13
2.
IN
V=
2.
(8
IN
V=
2.
(2
4" ,N
IN
V=
2.
(2
4" ,S
STORM
MH.
RI
M=13
2.
IN
V=
5.
(1
2"
IN
V=
4.
(3
0" ,W
IN
V=
3.
(3
0" ,N
CONC.
PAD
STORM
MH.
RI
M=13
0.
IN
V=
6.
(N
IN
V=
6.
(E
SHED
ELE
C.
B
OXES
ON
CONC.
P
ADS
DS
DS
CONC.
PADDS
DS
DS
DS
DS
DS
8" P
VC
RCP
P
R C
P
P
C
IP
TC
P
RCP
STORM
MH.
RI
M=13
1.
IN
V=
7.
(8
IN
V=
7.
(1
2"
8" S
TORM
DRAIN
5.
FF
=13
6.
STE
PS
FF
=13
6.
BF=
6.
CONC.
B
AS
IN
UNDERGROUND
UTIL
BOX
CONC.
PAD
STE
PS
CONC.
PAD
DOUBLE
YELL
OW
STR
IP
E, T
YP
UP
W/ L
IG
HT/
UGU
#J C1
0NH
AC
UNI
T
ON
CONC.
P
AD
UP
#J
C6
NH
6' C
HAIN
L
IN
K
FE
NCE
GATE
ELE
C.
B
OX
DS
DS
STORM
MH.
RI
M=13
1.
IN
V=
6.
(1
2" ,S
IN
V=
6.
(1
2" ,N
P
FF
=13
3.
UTIL
BOX
FF
=13
6.
CONC.
S
ID
EWALK
8" S
TORM
DRAIN
1.
SAN.
MH.
RI
M=13
2.
IN
V=
4.
(N
IN
V=
4.
(W
IN
V=
4.
(E
SAN.
MH.
RI
M=13
2.
IN
V=
7.
(W
IN
V=
7.
(N
IN
V=
5.
(E
DS
WALK-
IN
FREEZERS
FIR
E
DEP
ARTMENT
CONNECTIO
N
PI
V
UP
NO
STORM
MH.
RI
M=13
2.
IN
V=
7.
(6
IN
V=
6.
(1
2"
IN
V=
6.
(1
8"
IN
V=
6.
(2
4"
RCP
P
P
V C
RCP
STORM
MH.
RI
M=13
1.
IN
V=
7.
STORM
MH.
RI
M=13
1.
IN
V=
6.
(S
IN
V=
6.
(N
P
STORM
MH.
RI
M=13
2.
IN
V=
6.
(S
W)
IN
V=
6.
(N
E)
IN
V=
5.
(W
IN
V=
5.
(N
IN
V=
5.
(E
6" P
VC
CRAWLS
PACE
WELL
LANDSCAP
E
TIM
BER
PAVERS
DS
DS
DSFIR
E
DEP
ARTMENT
CONNECTIO
N
WI
NDOW
WELL
TYP
DS
DS
DS
DS
DS
BUI
LDI
NG
#5
DS
DS
ELE
C.
BOX
WI
NDOW
WELL
TYP
CONNEX
BOX
PAVED
ROAD
8" P
VC
P
V C
8" P
VC
N C
N C
P
PK
NAIL
N:
6.
E:
2.
ELE
V.=
4.
PK
NAIL
N:
6.
E:
2.
ELE
V.=
3.
PK
NAIL
N:
2.
E:
2.
ELE
V.=
1.
PK
NAIL
6, N:
5.
E:
9.
ELE
V.=
1.
D
YH
S
D
D
D
S
D
D
D
D
D
D
D
D
S
S
D
YH
GM
G M
GM
GM
BOLL.
BOLL.
BOLL.
BOLL.
BOLL.
BOLL.
BOLL.
WV
WV
POST
POST
133.27
133.3
133.3
133.3
133.4
133.4
133.38
133.5
133.5
133.5
133.5
133.5
133.6
133.6
133.62
133.7
133.92
133.95
134.05
134.1
134.3
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D E
S C
R
IP
T
IO
N
C S .d g n
P P ro je c ts \0
\0
C
A D
B
IM
S h e e ts \0
C iv il \5
C S .d g n
-J
A N -2
U
IS
V
IL
L E D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K E
N T
U C
K Y
D
R M
A R
T
IN
L
U T
H E
R K
IN
G J
R P
L A
C E
D R
A W
IN
G C
O D
E
J O
IN
T B
A S
E M c G
U
IR
E D
IX
L
A K
E H
U R
S T
N E
W J
E R
S E
Y
B A
R R
A C
K S B
U
IL
D
IN
G
F
F R
D /B R
F P
P R
O J E
C T
P
W
Q R -2
-R -0
M A
S O
N H
A N
G E
R
J A
N
PHASE 1 SUBMITTAL
N
90'60'30'015'30'
GRAPHIC SCALE: 1"=30'-0"
SHEET NOTES
LEGEND
GENERAL NOTES
HAVE LIMBS PRUNED TO A HEIGHT NO LESS THAN 6 FEET.
ALL TREES ADJACENT TO B5509 THAT REMAIN SHALL
JB MDL STANDARDS.
WITH ADEQUATE BACKFILL AND SEED ACCORDING TO
HOLES THAT MAY OCCUR DURING THE SITE DEMOLITION
CONTRACTOR SHALL BACKFILL ANY DEPRESSIONS OR
SIDEWALKS THAT OCCUR DUE TO CONSTRUCTION.
CONTRACTOR SHALL REPLACE ANY DAMAGED
3.
2.
1.
CS100
S .H
A G
G A
R D
T R
A N
S
IE
N T B
A R
R A
C K
S
L A
Y O
U T P
L
.L
Y N
N
M .M
A Y
E R
8'
4'
CONTRACTOR LAYDOWN AREA
FENCING. MIN 6' HEIGHT
TEMPORARY CHAIN LINK CONSTRUCTION
TYP
TYP
562-4313(609)
TOM TRUMBETAS
WATER AND SANITARY SEWER
UTILITY CONTACT:
MARKING AND SIGN.
PROVIDE VAN ACCESSIBLE HANDICAP PAVEMENT
PROVIDE NO PARKING SIGNS.
PROVIDE CONCRETE WHEEL STOPS.OPTION:
PROVIDE PAVEMENT STRIPING.OPTION:
EXISTING.
LOT. PROVIDE PAVEMENT MARKINGS TO MATCH
RESURFACE EXISTING ASPHALT PARKINGOPTION:
STRIP AROUND BUILDING.
PROVIDE 12" WIDE CONCRETE MOW OPTION:
MOW STRIP AROUND BUILDING.
PROVIDE 12" WIDE AGGREGATE BASE BID:
PROVIDE 4" WIDE PAVEMENT STRIPING.
SIGN.
PROVIDE HANDICAP PAVEMENT MARKING AND
CROSSWALK.
PROVIDE HIGH VISIBILITY PEDESTRIAN
PROVIDE CONCRETE SIDEWALK.
PROVIDE CONCRETE ACCESS RAMP.
TEMPORARY CONSTRUCTION TRAILER.
W
2Q R
R
Pl an s-
B005
B003 B002
B001
B004
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US Army Corps
U .S
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PHASE 1 SUBMITTAL
GENERAL NOTES
EACH MATERIAL
HAZARDOUS MATERIAL REPORT FOR QUANTITIES OF
TO REVIEW SPECIFICATIONS AND ATTACHMENT P -
LOCATION OF MATERIAL THAT WAS TESTED.CONTRACTOR
THE HAZRDOUS MATERIAL DRAWINGS ARE TO BE USED FOR
COE REPRESENTATIVE.
CONTRACTOR TO BRING IT TO THE ATTENTION OF
IF ADDITIONAL HAZARDOUS MATERIAL IS FOUND,
WITH REMOVAL.
AND HAZARDOUS MATERIAL EXTENTS PRIOR TO COMMENCING
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS
3.
2.
1.
TAG NOTES
HAZARDOUS MATERIAL
FIBROUS CAULK
TAR, INSULATION, PAPER, CONCRETE
PITCH ROOFING SYSTEM - ASPHALT,
RED CAULK
PLASTER, CONCRETE
CONCRETE / PLASTER WALL SYSTEM -
EXPANSION JOINT CAULK
GREEN TRANSITE
WHITE WALL PLASTER
AND THINSET
SMALL BROWN CERAMIC TILE, GROUT
BLACK 9" X 9" FLOORING
MASTIC
SAND 12" X 12" VINYL FLOOR TILE AND
MASTIC
OLIVE 12" X 12" VINYL FLOOR TILE AND
6" X 6" RED CERAMIC TILE AND GROUT
BROWN 8" COVE BASE AND GLUE
4" X 6" CREAM CERAMIC TILE AND GROUT
TAN WALLPAPER AND GLUE
2'x2' PIN / WEDGE DROP CEILING TILE
2'x2' PIN / NEEDLE DROP CEILING TILE
BRICK AND MORTAR
2' X 2' LUNAR DROP CEILING TILE
GROUT
6" X 6" BROWN CERAMIC TILE AND
CERAMIC 4" X 4" TILE AND GROUT
2'x2' PIN / POCK DROP CEILING TILE
TAPE AND COMPOUND
DRYWALL SYSTEM - DRWALL, PAINT,
DARK BROWN COVE BASE AND GLUE
ASSOCIATED MASTIC.
TAN 12" X 12" VINYL FLOOR TILE AND
BROWN COVE BASE AND ASSOCIATED GLUE.
AND ASSOCIATED MASTIC.
BROWN 12" X 12" VINYL FLOOR TILE
PIPE WRAP.
NOTE: NOT ALL TAG NOTES ARE USED ON THIS SHEET.
SCALE: 1/16" = 1'-0"
48'32'16'08'16'
"=1'-0"16
1GRAPHIC SCALE:
AD100
H-100
T R
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STORAGE
CRAWLSPACE
MECHANICAL
CRAWLSPACE
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ARMS VAULT
N
H A
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L P
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COMPOSITE BASEMENT HAZADOUS MATERIAL PLAN
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U .S
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PHASE 1 SUBMITTAL
GENERAL NOTES
EACH MATERIAL
HAZARDOUS MATERIAL REPORT FOR QUANTITIES OF
TO REVIEW SPECIFICATIONS AND ATTACHMENT P -
LOCATION OF MATERIAL THAT WAS TESTED.CONTRACTOR
THE HAZRDOUS MATERIAL DRAWINGS ARE TO BE USED FOR
COE REPRESENTATIVE.
CONTRACTOR TO BRING IT TO THE ATTENTION OF
IF ADDITIONAL HAZARDOUS MATERIAL IS FOUND,
WITH REMOVAL.
AND HAZARDOUS MATERIAL EXTENTS PRIOR TO COMMENCING
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS
3.
2.
1.
TAG NOTES
HAZARDOUS MATERIAL
FIBROUS CAULK
TAR, INSULATION, PAPER, CONCRETE
PITCH ROOFING SYSTEM - ASPHALT,
RED CAULK
PLASTER, CONCRETE
CONCRETE / PLASTER WALL SYSTEM -
EXPANSION JOINT CAULK
GREEN TRANSITE
WHITE WALL PLASTER
AND THINSET
SMALL BROWN CERAMIC TILE, GROUT
BLACK 9" X 9" FLOORING
MASTIC
SAND 12" X 12" VINYL FLOOR TILE AND
MASTIC
OLIVE 12" X 12" VINYL FLOOR TILE AND
6" X 6" RED CERAMIC TILE AND GROUT
BROWN 8" COVE BASE AND GLUE
4" X 6" CREAM CERAMIC TILE AND GROUT
TAN WALLPAPER AND GLUE
2'x2' PIN / WEDGE DROP CEILING TILE
2'x2' PIN / NEEDLE DROP CEILING TILE
BRICK AND MORTAR
2' X 2' LUNAR DROP CEILING TILE
GROUT
6" X 6" BROWN CERAMIC TILE AND
CERAMIC 4" X 4" TILE AND GROUT
2'x2' PIN / POCK DROP CEILING TILE
TAPE AND COMPOUND
DRYWALL SYSTEM - DRWALL, PAINT,
DARK BROWN COVE BASE AND GLUE
ASSOCIATED MASTIC.
TAN 12" X 12" VINYL FLOOR TILE AND
BROWN COVE BASE AND ASSOCIATED GLUE.
AND ASSOCIATED MASTIC.
BROWN 12" X 12" VINYL FLOOR TILE
PIPE WRAP.
NOTE: NOT ALL TAG NOTES ARE USED ON THIS SHEET.
SCALE: 1/16" = 1'-0"
48'32'16'08'16'
AD110
H-110
T R
A N
S
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N T B
A R
R A
C K
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C O
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L P
L A
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COMPOSITE FIRST FLOOR HAZARDOUS MATERIAL PLAN
2 3
6 66
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US Army Corps
U .S
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M A
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A N
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R
J A
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PHASE 1 SUBMITTAL
GENERAL NOTES
EACH MATERIAL
HAZARDOUS MATERIAL REPORT FOR QUANTITIES OF
TO REVIEW SPECIFICATIONS AND ATTACHMENT P -
LOCATION OF MATERIAL THAT WAS TESTED.CONTRACTOR
THE HAZRDOUS MATERIAL DRAWINGS ARE TO BE USED FOR
COE REPRESENTATIVE.
CONTRACTOR TO BRING IT TO THE ATTENTION OF
IF ADDITIONAL HAZARDOUS MATERIAL IS FOUND,
WITH REMOVAL.
AND HAZARDOUS MATERIAL EXTENTS PRIOR TO COMMENCING
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS
3.
2.
1.
TAG NOTES
HAZARDOUS MATERIAL
FIBROUS CAULK
TAR, INSULATION, PAPER, CONCRETE
PITCH ROOFING SYSTEM - ASPHALT,
RED CAULK
PLASTER, CONCRETE
CONCRETE / PLASTER WALL SYSTEM -
EXPANSION JOINT CAULK
GREEN TRANSITE
WHITE WALL PLASTER
AND THINSET
SMALL BROWN CERAMIC TILE, GROUT
BLACK 9" X 9" FLOORING
MASTIC
SAND 12" X 12" VINYL FLOOR TILE AND
MASTIC
OLIVE 12" X 12" VINYL FLOOR TILE AND
6" X 6" RED CERAMIC TILE AND GROUT
BROWN 8" COVE BASE AND GLUE
4" X 6" CREAM CERAMIC TILE AND GROUT
TAN WALLPAPER AND GLUE
2'x2' PIN / WEDGE DROP CEILING TILE
2'x2' PIN / NEEDLE DROP CEILING TILE
BRICK AND MORTAR
2' X 2' LUNAR DROP CEILING TILE
GROUT
6" X 6" BROWN CERAMIC TILE AND
CERAMIC 4" X 4" TILE AND GROUT
2'x2' PIN / POCK DROP CEILING TILE
TAPE AND COMPOUND
DRYWALL SYSTEM - DRWALL, PAINT,
DARK BROWN COVE BASE AND GLUE
ASSOCIATED MASTIC.
TAN 12" X 12" VINYL FLOOR TILE AND
BROWN COVE BASE AND ASSOCIATED GLUE.
AND ASSOCIATED MASTIC.
BROWN 12" X 12" VINYL FLOOR TILE
PIPE WRAP.
NOTE: NOT ALL TAG NOTES ARE USED ON THIS SHEET.
SCALE: 1/16" = 1'-0"
48'32'16'08'16'
H-120
H-120
T R
A N
S
IE
N T B
A R
R A
C K
S
C O
M P
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N
COMPOSITE SECOND FLOOR HAZARDOUS MATERIAL PLAN
H A
Z A
R D
O U
S M
A T
E R
IA
L P
L A
N
W
2Q R
R
Pl an s-
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U .S
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A N
G E
R
J A
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PHASE 1 SUBMITTAL
GENERAL NOTES
EACH MATERIAL
HAZARDOUS MATERIAL REPORT FOR QUANTITIES OF
TO REVIEW SPECIFICATIONS AND ATTACHMENT P -
LOCATION OF MATERIAL THAT WAS TESTED.CONTRACTOR
THE HAZRDOUS MATERIAL DRAWINGS ARE TO BE USED FOR
COE REPRESENTATIVE.
CONTRACTOR TO BRING IT TO THE ATTENTION OF
IF ADDITIONAL HAZARDOUS MATERIAL IS FOUND,
WITH REMOVAL.
AND HAZARDOUS MATERIAL EXTENTS PRIOR TO COMMENCING
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS
3.
2.
1.
TAG NOTES
HAZARDOUS MATERIAL
FIBROUS CAULK
TAR, INSULATION, PAPER, CONCRETE
PITCH ROOFING SYSTEM - ASPHALT,
RED CAULK
PLASTER, CONCRETE
CONCRETE / PLASTER WALL SYSTEM -
EXPANSION JOINT CAULK
GREEN TRANSITE
WHITE WALL PLASTER
AND THINSET
SMALL BROWN CERAMIC TILE, GROUT
BLACK 9" X 9" FLOORING
MASTIC
SAND 12" X 12" VINYL FLOOR TILE AND
MASTIC
OLIVE 12" X 12" VINYL FLOOR TILE AND
6" X 6" RED CERAMIC TILE AND GROUT
BROWN 8" COVE BASE AND GLUE
4" X 6" CREAM CERAMIC TILE AND GROUT
TAN WALLPAPER AND GLUE
2'x2' PIN / WEDGE DROP CEILING TILE
2'x2' PIN / NEEDLE DROP CEILING TILE
BRICK AND MORTAR
2' X 2' LUNAR DROP CEILING TILE
GROUT
6" X 6" BROWN CERAMIC TILE AND
CERAMIC 4" X 4" TILE AND GROUT
2'x2' PIN / POCK DROP CEILING TILE
TAPE AND COMPOUND
DRYWALL SYSTEM - DRWALL, PAINT,
DARK BROWN COVE BASE AND GLUE
ASSOCIATED MASTIC.
TAN 12" X 12" VINYL FLOOR TILE AND
BROWN COVE BASE AND ASSOCIATED GLUE.
AND ASSOCIATED MASTIC.
BROWN 12" X 12" VINYL FLOOR TILE
PIPE WRAP.
NOTE: NOT ALL TAG NOTES ARE USED ON THIS SHEET.
SCALE: 1/16" = 1'-0"
48'32'16'08'16'
H-130
H-130
T R
A N
S
IE
N T B
A R
R A
C K
S
C O
M P
O S
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H
IR
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R P
R O
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C T
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T H
N
COMPOSITE THIRD FLOOR HAZARDOUS MATERIAL PLAN
H A
Z A
R D
O U
S M
A T
E R
IA
L P
L A
N
W
2Q R
R
Pl an s-
S I
D
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E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
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E N
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2 3 4 5 6 7 8 9 10
S O
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US Army Corps
U .S
A R
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F P
P R
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C T
P
W
Q R -2
-R -0
M A
S O
N H
A N
G E
R
J A
N
PHASE 1 SUBMITTAL
GENERAL NOTES
EACH MATERIAL
HAZARDOUS MATERIAL REPORT FOR QUANTITIES OF
TO REVIEW SPECIFICATIONS AND ATTACHMENT P -
LOCATION OF MATERIAL THAT WAS TESTED.CONTRACTOR
THE HAZRDOUS MATERIAL DRAWINGS ARE TO BE USED FOR
COE REPRESENTATIVE.
CONTRACTOR TO BRING IT TO THE ATTENTION OF
IF ADDITIONAL HAZARDOUS MATERIAL IS FOUND,
WITH REMOVAL.
AND HAZARDOUS MATERIAL EXTENTS PRIOR TO COMMENCING
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS
3.
2.
1.
TAG NOTES
HAZARDOUS MATERIAL
FIBROUS CAULK
TAR, INSULATION, PAPER, CONCRETE
PITCH ROOFING SYSTEM - ASPHALT,
RED CAULK
PLASTER, CONCRETE
CONCRETE / PLASTER WALL SYSTEM -
EXPANSION JOINT CAULK
GREEN TRANSITE
WHITE WALL PLASTER
AND THINSET
SMALL BROWN CERAMIC TILE, GROUT
BLACK 9" X 9" FLOORING
MASTIC
SAND 12" X 12" VINYL FLOOR TILE AND
MASTIC
OLIVE 12" X 12" VINYL FLOOR TILE AND
6" X 6" RED CERAMIC TILE AND GROUT
BROWN 8" COVE BASE AND GLUE
4" X 6" CREAM CERAMIC TILE AND GROUT
TAN WALLPAPER AND GLUE
2'x2' PIN / WEDGE DROP CEILING TILE
2'x2' PIN / NEEDLE DROP CEILING TILE
BRICK AND MORTAR
2' X 2' LUNAR DROP CEILING TILE
GROUT
6" X 6" BROWN CERAMIC TILE AND
CERAMIC 4" X 4" TILE AND GROUT
2'x2' PIN / POCK DROP CEILING TILE
TAPE AND COMPOUND
DRYWALL SYSTEM - DRWALL, PAINT,
DARK BROWN COVE BASE AND GLUE
ASSOCIATED MASTIC.
TAN 12" X 12" VINYL FLOOR TILE AND
BROWN COVE BASE AND ASSOCIATED GLUE.
AND ASSOCIATED MASTIC.
BROWN 12" X 12" VINYL FLOOR TILE
PIPE WRAP.
NOTE: NOT ALL TAG NOTES ARE USED ON THIS SHEET.
48'32'16'08'16'
H-140
R
A N
S
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N T B
A R
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R P
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SCALE: 1/16" = 1'-0"H-100
COMPOSITE ROOF HAZADOUS MATERIAL PLAN
W
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B003 B002
B001
B004
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US Army Corps
U .S
A R
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M A
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A N
G E
R
J A
N
PHASE 1 SUBMITTAL
LEGEND
HARDWARE. (TYPICAL ALL EXISTING DOORS)
REMOVE EXISTING DOOR AND FRAME INCLUDING ALL
INDICATES ITEMS TO DEMOLISH
INDICATES ITEMS TO REMAIN
GENERAL NOTES
9.
8.
7.
6.
5.
4.
3.
2.
1.
REMOVE ALL INTERIOR DOORS EXCEPT AS NOTED.
BASEMENT WINDOWS.
REMOVE ALL EXTERIOR DOORS AND WINDOWS, INCLUDING
BUILDING.
DISPOSAL OF ALL FURNITURE AND EQUIPMENT LEFT IN THE
CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND
REGULATIONS. REFER TO THE HAZARDOUS MATERIAL SURVEY.
ACCORDANCE WITH FEDERAL, STATE, AND LOCAL
MATERIALS SHALL BE HANDLED AND REMOVED IN
RENOVATION AND DEMOLITION ACTIVITIES. HAZARDOUS
HAZARDOUS MATERIALS MUST BE IDENTIFIED PRIOR TO
DEMOLITION AND NEW WORK.
REFER TO CIVIL AND ELECTRICAL DRAWINGS FOR RELATED
DEMOLITION IN PREPARATION FOR NEW CONSTRUCTION.
CONTRACTOR SHALL PATCH ALL SURFACES IN AREAS OF
REPAIR TO THE ORIGINAL STATE.
WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DAMAGED OR DESTROYED AS A RESULT OF DEMOLITION
TO DEMOLITION. ALL ITEMS THAT ARE TO REMAIN THAT ARE
VERIFY ALL SURROUNDING AND CONCEALED ITEMS PRIOR
CONSTRUCTION PLANS.
COORDINATE EXTENT OF WALL DEMOLITION WITH NEW
NEW WORK.
NEW WORK, COORDINATE DEMOLITION WITH THE PROPOSED
WHERE REMOVAL OF EXISTING CONSTRUCTION IMPACTS
AND EXTENTS PRIOR TO COMMENCING WITH DEMOLITION.
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS
DEMOLITION TAG NOTES
EXISTING FIREPLACE TO REMAIN.
FOR CONSTRUCTION OF NEW ELEVATOR.
SHORE EXISTING STRUCTURE AND DEMOLISH AS NECESSARY
DEVICES AND PREPARE FOR NEW ROOFING.
REMOVE SHINGLE ROOFING AND ABANDONED ROOFTOP
DOOR. REFER TO NEW WORK PLANS.
CUT OPENING AT EXTERIOR WALL FOR NEW WINDOW OR
EXISTING INTERIOR STAIR SHALL REMAIN.
CANOPY. REFER TO CIVIL DRAWINGS.
REMOVE EXTERIOR CONCRETE RAMP, RAILINGS, AND
RAILINGS. REFER TO CIVIL DRAWINGS.
REMOVE EXTERIOR CONCRETE PLATFORM, STAIR, AND
PREPARE OPENING FOR NEW CRAWLSPACE DOOR.
DRAWINGS.
EXISTING EXTERIOR RAMP SHALL REMAIN. REFER TO CIVIL
DRAWINGS.
EXISTING EXTERIOR STAIR SHALL REMAIN. REFER TO CIVIL
EXISTING ARMS VAULT SHALL REMAIN.
LOUVER.
PREPARE OPENING FOR NEW RAIN-PROOF CRAWLSPACE
NOTE: NOT ALL TAG NOTES ARE USED ON THIS SHEET.
SCALE: 1/16" = 1'-0"
48'32'16'08'16'
"=1'-0"16
1GRAPHIC SCALE:
265'-8"57'-8"
323'-4"
35'-6"22'-2"
AD200
AD200
AD100
AD200
AD100
T R
A N
S
IE
N T B
A R
R A
C K
S
STORAGE
CRAWLSPACE
MECHANICAL
CRAWLSPACE
C O
M P
O S
IT
E B
A S
E M
E N
T
COMPOSITE BASEMENT DEMOLITION PLAN
D E
M O
L
IT
IO
N P
L A
N
1 1
1 1
R P
R O
C T
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R P
R O
C T
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2 3 4 5 6 7 8 9 10
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US Army Corps
U .S
A R
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P
W
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M A
S O
N H
A N
G E
R
J A
N
PHASE 1 SUBMITTAL
LEGEND
HARDWARE. (TYPICAL ALL EXISTING DOORS)
REMOVE EXISTING DOOR AND FRAME INCLUDING ALL
INDICATES ITEMS TO DEMOLISH
INDICATES ITEMS TO REMAIN
GENERAL NOTES
9.
8.
7.
6.
5.
4.
3.
2.
1.
REMOVE ALL INTERIOR DOORS EXCEPT AS NOTED.
BASEMENT WINDOWS.
REMOVE ALL EXTERIOR DOORS AND WINDOWS, INCLUDING
BUILDING.
DISPOSAL OF ALL FURNITURE AND EQUIPMENT LEFT IN THE
CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND
REGULATIONS. REFER TO THE HAZARDOUS MATERIAL SURVEY.
ACCORDANCE WITH FEDERAL, STATE, AND LOCAL
MATERIALS SHALL BE HANDLED AND REMOVED IN
RENOVATION AND DEMOLITION ACTIVITIES. HAZARDOUS
HAZARDOUS MATERIALS MUST BE IDENTIFIED PRIOR TO
DEMOLITION AND NEW WORK.
REFER TO CIVIL AND ELECTRICAL DRAWINGS FOR RELATED
DEMOLITION IN PREPARATION FOR NEW CONSTRUCTION.
CONTRACTOR SHALL PATCH ALL SURFACES IN AREAS OF
REPAIR TO THE ORIGINAL STATE.
WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DAMAGED OR DESTROYED AS A RESULT OF DEMOLITION
TO DEMOLITION. ALL ITEMS THAT ARE TO REMAIN THAT ARE
VERIFY ALL SURROUNDING AND CONCEALED ITEMS PRIOR
CONSTRUCTION PLANS.
COORDINATE EXTENT OF WALL DEMOLITION WITH NEW
NEW WORK.
NEW WORK, COORDINATE DEMOLITION WITH THE PROPOSED
WHERE REMOVAL OF EXISTING CONSTRUCTION IMPACTS
AND EXTENTS PRIOR TO COMMENCING WITH DEMOLITION.
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS
DEMOLITION TAG NOTES
EXISTING FIREPLACE TO REMAIN.
FOR CONSTRUCTION OF NEW ELEVATOR.
SHORE EXISTING STRUCTURE AND DEMOLISH AS NECESSARY
DEVICES AND PREPARE FOR NEW ROOFING.
REMOVE SHINGLE ROOFING AND ABANDONED ROOFTOP
DOOR. REFER TO NEW WORK PLANS.
CUT OPENING AT EXTERIOR WALL FOR NEW WINDOW OR
EXISTING INTERIOR STAIR SHALL REMAIN.
CANOPY. REFER TO CIVIL DRAWINGS.
REMOVE EXTERIOR CONCRETE RAMP, RAILINGS, AND
RAILINGS. REFER TO CIVIL DRAWINGS.
REMOVE EXTERIOR CONCRETE PLATFORM, STAIR, AND
PREPARE OPENING FOR NEW CRAWLSPACE DOOR.
DRAWINGS.
EXISTING EXTERIOR RAMP SHALL REMAIN. REFER TO CIVIL
DRAWINGS.
EXISTING EXTERIOR STAIR SHALL REMAIN. REFER TO CIVIL
EXISTING ARMS VAULT SHALL REMAIN.
LOUVER.
PREPARE OPENING FOR NEW RAIN-PROOF CRAWLSPACE
NOTE: NOT ALL TAG NOTES ARE USED ON THIS SHEET.
SCALE: 1/16" = 1'-0"
48'32'16'08'16'
"=1'-0"16
1GRAPHIC SCALE:
265'-8"57'-8"
323'-4"
35'-6"22'-2"
AD200
AD200
AD110
AD110
T R
A N
S
IE
N T B
A R
R A
C K
S
9 6 9
3 3
C O
M P
O S
IT
E F
IR
S T F
L O
O R
COMPOSITE FIRST FLOOR DEMOLITION PLAN
D E
M O
L
IT
IO
N P
L A
N
R P
R O
C T
O R
R P
R O
C T
O R
R S
O U
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N
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Pl an s-
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Y
D R
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N B
Y
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S
U E D
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E
SHEET ID
F
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B
C
D
E
F
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2 3 4 5 6 7 8 9 10
S O
L
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IO
N N
O
D E
S
IG
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D B
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A
M A
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S
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E
S U
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T E
D B
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D A
T E
C O
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R A
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®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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R S
D E
S C
R
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T
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N
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IX
L
A K
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U R
S T
N E
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E R
S E
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B A
R R
A C
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U
IL
D
IN
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F
F R
D /B R
F P
P R
O J E
C T
P
W
Q R -2
-R -0
M A
S O
N H
A N
G E
R
J A
N
PHASE 1 SUBMITTAL
LEGEND
HARDWARE. (TYPICAL ALL EXISTING DOORS)
REMOVE EXISTING DOOR AND FRAME INCLUDING ALL
INDICATES ITEMS TO DEMOLISH
INDICATES ITEMS TO REMAIN
GENERAL NOTES
9.
8.
7.
6.
5.
4.
3.
2.
1.
REMOVE ALL INTERIOR DOORS EXCEPT AS NOTED.
BASEMENT WINDOWS.
REMOVE ALL EXTERIOR DOORS AND WINDOWS, INCLUDING
BUILDING.
DISPOSAL OF ALL FURNITURE AND EQUIPMENT LEFT IN THE
CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND
REGULATIONS. REFER TO THE HAZARDOUS MATERIAL SURVEY.
ACCORDANCE WITH FEDERAL, STATE, AND LOCAL
MATERIALS SHALL BE HANDLED AND REMOVED IN
RENOVATION AND DEMOLITION ACTIVITIES. HAZARDOUS
HAZARDOUS MATERIALS MUST BE IDENTIFIED PRIOR TO
DEMOLITION AND NEW WORK.
REFER TO CIVIL AND ELECTRICAL DRAWINGS FOR RELATED
DEMOLITION IN PREPARATION FOR NEW CONSTRUCTION.
CONTRACTOR SHALL PATCH ALL SURFACES IN AREAS OF
REPAIR TO THE ORIGINAL STATE.
WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DAMAGED OR DESTROYED AS A RESULT OF DEMOLITION
TO DEMOLITION. ALL ITEMS THAT ARE TO REMAIN THAT ARE
VERIFY ALL SURROUNDING AND CONCEALED ITEMS PRIOR
CONSTRUCTION PLANS.
COORDINATE EXTENT OF WALL DEMOLITION WITH NEW
NEW WORK.
NEW WORK, COORDINATE DEMOLITION WITH THE PROPOSED
WHERE REMOVAL OF EXISTING CONSTRUCTION IMPACTS
AND EXTENTS PRIOR TO COMMENCING WITH DEMOLITION.
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS
DEMOLITION TAG NOTES
EXISTING FIREPLACE TO REMAIN.
FOR CONSTRUCTION OF NEW ELEVATOR.
SHORE EXISTING STRUCTURE AND DEMOLISH AS NECESSARY
DEVICES AND PREPARE FOR NEW ROOFING.
REMOVE SHINGLE ROOFING AND ABANDONED ROOFTOP
DOOR. REFER TO NEW WORK PLANS.
CUT OPENING AT EXTERIOR WALL FOR NEW WINDOW OR
EXISTING INTERIOR STAIR SHALL REMAIN.
CANOPY. REFER TO CIVIL DRAWINGS.
REMOVE EXTERIOR CONCRETE RAMP, RAILINGS, AND
RAILINGS. REFER TO CIVIL DRAWINGS.
REMOVE EXTERIOR CONCRETE PLATFORM, STAIR, AND
PREPARE OPENING FOR NEW CRAWLSPACE DOOR.
DRAWINGS.
EXISTING EXTERIOR RAMP SHALL REMAIN. REFER TO CIVIL
DRAWINGS.
EXISTING EXTERIOR STAIR SHALL REMAIN. REFER TO CIVIL
EXISTING ARMS VAULT SHALL REMAIN.
LOUVER.
PREPARE OPENING FOR NEW RAIN-PROOF CRAWLSPACE
NOTE: NOT ALL TAG NOTES ARE USED ON THIS SHEET.
SCALE: 1/16" = 1'-0"
48'32'16'08'16'
"=1'-0"16
1GRAPHIC SCALE:
265'-8"
AD200
AD120
AD200
AD120
T R
A N
S
IE
N T B
A R
R A
C K
S
TYP.
TYP.
TYP. 8 8
C O
M P
O S
IT
E S
E C
O N
D F
L O
O R
COMPOSITE SECOND FLOOR DEMOLITION PLAN
D E
M O
L
IT
IO
N P
L A
N
R P
R O
C T
O R
R P
R O
C T
O R
R S
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N
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D
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K E
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Y
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S
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F
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B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
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N N
O
D E
S
IG
N E
D B
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A
M A
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S
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D B
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T E
C O
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®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D E
S C
R
IP
T
IO
N
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P P ro je c ts \0
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L
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L
A K
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U R
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S E
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B A
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A C
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U
IL
D
IN
G
F
F R
D /B R
F P
P R
O J E
C T
P
W
Q R -2
-R -0
M A
S O
N H
A N
G E
R
J A
N
PHASE 1 SUBMITTAL
LEGEND
HARDWARE. (TYPICAL ALL EXISTING DOORS)
REMOVE EXISTING DOOR AND FRAME INCLUDING ALL
INDICATES ITEMS TO DEMOLISH
INDICATES ITEMS TO REMAIN
GENERAL NOTES
9.
8.
7.
6.
5.
4.
3.
2.
1.
REMOVE ALL INTERIOR DOORS EXCEPT AS NOTED.
BASEMENT WINDOWS.
REMOVE ALL EXTERIOR DOORS AND WINDOWS, INCLUDING
BUILDING.
DISPOSAL OF ALL FURNITURE AND EQUIPMENT LEFT IN THE
CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND
REGULATIONS. REFER TO THE HAZARDOUS MATERIAL SURVEY.
ACCORDANCE WITH FEDERAL, STATE, AND LOCAL
MATERIALS SHALL BE HANDLED AND REMOVED IN
RENOVATION AND DEMOLITION ACTIVITIES. HAZARDOUS
HAZARDOUS MATERIALS MUST BE IDENTIFIED PRIOR TO
DEMOLITION AND NEW WORK.
REFER TO CIVIL AND ELECTRICAL DRAWINGS FOR RELATED
DEMOLITION IN PREPARATION FOR NEW CONSTRUCTION.
CONTRACTOR SHALL PATCH ALL SURFACES IN AREAS OF
REPAIR TO THE ORIGINAL STATE.
WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DAMAGED OR DESTROYED AS A RESULT OF DEMOLITION
TO DEMOLITION. ALL ITEMS THAT ARE TO REMAIN THAT ARE
VERIFY ALL SURROUNDING AND CONCEALED ITEMS PRIOR
CONSTRUCTION PLANS.
COORDINATE EXTENT OF WALL DEMOLITION WITH NEW
NEW WORK.
NEW WORK, COORDINATE DEMOLITION WITH THE PROPOSED
WHERE REMOVAL OF EXISTING CONSTRUCTION IMPACTS
AND EXTENTS PRIOR TO COMMENCING WITH DEMOLITION.
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS
DEMOLITION TAG NOTES
EXISTING FIREPLACE TO REMAIN.
FOR CONSTRUCTION OF NEW ELEVATOR.
SHORE EXISTING STRUCTURE AND DEMOLISH AS NECESSARY
DEVICES AND PREPARE FOR NEW ROOFING.
REMOVE SHINGLE ROOFING AND ABANDONED ROOFTOP
DOOR. REFER TO NEW WORK PLANS.
CUT OPENING AT EXTERIOR WALL FOR NEW WINDOW OR
EXISTING INTERIOR STAIR SHALL REMAIN.
CANOPY. REFER TO CIVIL DRAWINGS.
REMOVE EXTERIOR CONCRETE RAMP, RAILINGS, AND
RAILINGS. REFER TO CIVIL DRAWINGS.
REMOVE EXTERIOR CONCRETE PLATFORM, STAIR, AND
PREPARE OPENING FOR NEW CRAWLSPACE DOOR.
DRAWINGS.
EXISTING EXTERIOR RAMP SHALL REMAIN. REFER TO CIVIL
DRAWINGS.
EXISTING EXTERIOR STAIR SHALL REMAIN. REFER TO CIVIL
EXISTING ARMS VAULT SHALL REMAIN.
LOUVER.
PREPARE OPENING FOR NEW RAIN-PROOF CRAWLSPACE
NOTE: NOT ALL TAG NOTES ARE USED ON THIS SHEET.
SCALE: 1/16" = 1'-0"
48'32'16'08'16'
"=1'-0"16
1GRAPHIC SCALE:
265'-8"
AD200
AD130
AD200
AD130
T R
A N
S
IE
N T B
A R
R A
C K
S
TYP.
TYP.
TYP. 8 8
C O
M P
O S
IT
E T
H
IR
D F
L O
O
RCOMPOSITE THIRD FLOOR DEMOLITION PLAN
D E
M O
L
IT
IO
N P
L A
N
R P
R O
C T
O R
R P
R O
C T
O R
R S
O U
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N
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S
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E
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F
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E
B
C
D
E
F
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2 3 4 5 6 7 8 9 10
S O
L
IC
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A T
IO
N N
O
D E
S
IG
N E
D B
Y
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
D E
S C
R
IP
T
IO
N
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IN
G
F
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D /B R
F P
P R
O J E
C T
P
W
Q R -2
-R -0
M A
S O
N H
A N
G E
R
J A
N
PHASE 1 SUBMITTAL
GENERAL NOTES
9.
8.
7.
6.
5.
4.
3.
2.
1.
LEGEND
INDICATES ITEMS TO DEMOLISH
INDICATES ITEMS TO REMAIN
REMOVE ALL INTERIOR DOORS EXCEPT AS NOTED.
BASEMENT WINDOWS.
REMOVE ALL EXTERIOR DOORS AND WINDOWS, INCLUDING
BUILDING.
DISPOSAL OF ALL FURNITURE AND EQUIPMENT LEFT IN THE
CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND
REGULATIONS. REFER TO THE HAZARDOUS MATERIAL SURVEY.
ACCORDANCE WITH FEDERAL, STATE, AND LOCAL
MATERIALS SHALL BE HANDLED AND REMOVED IN
RENOVATION AND DEMOLITION ACTIVITIES. HAZARDOUS
HAZARDOUS MATERIALS MUST BE IDENTIFIED PRIOR TO
DEMOLITION AND NEW WORK.
REFER TO CIVIL AND ELECTRICAL DRAWINGS FOR RELATED
DEMOLITION IN PREPARATION FOR NEW CONSTRUCTION.
CONTRACTOR SHALL PATCH ALL SURFACES IN AREAS OF
REPAIR TO THE ORIGINAL STATE.
WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DAMAGED OR DESTROYED AS A RESULT OF DEMOLITION
TO DEMOLITION. ALL ITEMS THAT ARE TO REMAIN THAT ARE
VERIFY ALL SURROUNDING AND CONCEALED ITEMS PRIOR
CONSTRUCTION PLANS.
COORDINATE EXTENT OF WALL DEMOLITION WITH NEW
NEW WORK.
NEW WORK, COORDINATE DEMOLITION WITH THE PROPOSED
WHERE REMOVAL OF EXISTING CONSTRUCTION IMPACTS
AND EXTENTS PRIOR TO COMMENCING WITH DEMOLITION.
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS
DEMOLITION TAG NOTES
FOR CONSTRUCTION OF NEW ELEVATOR.
SHORE EXISTING STRUCTURE AND DEMOLISH AS NECESSARY
DEVICES AND PREPARE FOR NEW ROOFING.
REMOVE SHINGLE ROOFING AND ABANDONED ROOFTOP
DOOR. REFER TO NEW WORK PLANS.
CUT OPENING AT EXTERIOR WALL FOR NEW WINDOW OR
EXISTING INTERIOR STAIR SHALL REMAIN.
NOT USED
RAILINGS. REFER TO CIVIL DRAWINGS.
REMOVE EXTERIOR CONCRETE PLATFORM, STAIR, AND
PREPARE OPENING FOR NEW CRAWLSPACE DOOR.
DRAWINGS.
EXISTING EXTERIOR RAMP SHALL REMAIN. REFER TO CIVIL
DRAWINGS.
EXISTING EXTERIOR STAIR SHALL REMAIN. REFER TO CIVIL
EXISTING ARMS VAULT SHALL REMAIN.
LOUVER.
PREPARE OPENING FOR NEW RAIN-PROOF CRAWLSPACE
NOTE: NOT ALL TAG NOTES ARE USED ON THIS SHEET.
SCALE: 1/16" = 1'-0"
48'32'16'08'16'
"=1'-0"16
1GRAPHIC SCALE:
SCALE: 1/16" = 1'-0"
SCALE: 1/16" = 1'-0"
SCALE: 1/16" = 1'-0"
BUILDING ELEVATION - DEMOLITION
BUILDING ELEVATION - DEMOLITION BUILDING ELEVATION - DEMOLITION
BUILDING ELEVATION - DEMOLITION
/1
AD200
AD200 AD200
A N
S
IE
N T B
A R
R A
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10TYP.
4 4
10 TYP.
5 5
10 TYP.
10 TYP.
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MAIN ELECTRICAL
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US Army Corps
U .S
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M A
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A N
G E
R
J A
N
PHASE 1 SUBMITTAL
GENERAL NOTES
PATCHED WHERE NEEDED AND REPAINTED ENTIRELY.
EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) SHALL BE
UNIT STORAGE AND THE ARMS VAULT.
REPLACE ALL INTERIOR DOORS EXCEPT FOR DOORS AT THE
BASEMENT WINDOWS.
REPLACE ALL EXTERIOR DOORS AND WINDOWS, INCLUDING
LIVING/SLEEPING ROOM MODULES.
REFER TO SHEET A-111 FOR ENLARGED FLOOR PLANS OF
FOR INDIVIDUAL ROOMS.
REQUIREMENTS, FOR FINISHES AND OTHER DESIGN CRITERIA
STATEMENT OF WORK, ATTACHMENT A - ROOM
REFER TO SPECIFICATION SECTION 01 02 00.00 48 -
5.
4.
3.
2.
1.
FLOOR PLAN TAG NOTES
EXISTING FIREPLACE TO REMAIN.
NEW HANDICAP RAMP.
NEW ELEVATOR FOUNDATION.
NEW HOLLOW METAL CRAWLSPACE DOOR.
RAIN-PROOF CRAWLSPACE LOUVER.
INFILL WINDOW OPENING TO MATCH ADJACENT WALL.
KNOX BOX.
(MATCH EXISTING).
NEW EIFS WALL FINISH AT MODIFIED EXTERIOR WALL
NEW EGRESS DOOR.
NEW WINDOW INSTALLED AT NEW OPENING IN EXTERIOR WALL.
AS REQUIRED FOR CONSTRUCTION OF NEW ELEVATOR.
PROVIDE PERMANENT SUPPORT FOR EXISTING STRUCTURE
NEW SHINGLE ROOFING.
ROOM REQUIREMENTS.
PROVIDE NEW FINISHES AT EXISTING STAIR AS NOTED ON THE
NEW CONCRETE SIDEWALK, REFER TO CIVIL DRAWINGS.
DRAWINGS.
NEW CONCRETE STAIR AND LANDING, REFER TO CIVIL
REFER TO CIVIL DRAWINGS.
EXISTING CONCRETE STAIR, RAMP OR SIDEWALK TO REMAIN.
NOTE: NOT ALL TAG NOTES ARE USED ON THIS SHEET.
SCALE: 1/16" = 1'-0"
48'32'16'08'16'
"=1'-0"16
1GRAPHIC SCALE:
265'-8"57'-8"
323'-4"
A-200
A-200
AD100
A-200
A-100
CRAWLSPACE
CRAWLSPACE
T R
A N
S
IE
N T B
A R
R A
C K
S
35'-6"
22'-2"
12 12 12
12121212
COMPOSITE BASEMENT PLAN
N
C O
M P
O S
IT
E B
A S
E M
E N
T P
L A
N
R P
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O R
R P
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W
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Pl an s-
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UPELEVATOR
ELEV MACH
MECHANICAL
CORRIDOR
TEAM ROOM
ELECTRICAL
JANITOR
TRNG AID STOR
SUPPLY
COMM
CATV
MEN'S TLT
CLASSROOM
114CLASSROOM
CLASSROOM
OFFICE OFFICE
122 123
OFFICE OFFICE
124 125
OFFICE OFFICE
126 127
OFFICE
OFFICE
102 101
OFFICE
OFFICE
DINING HALL
KITCHEN
UNISEX
WOMEN'S TLT
DAY ROOM
OFFICE
TOILET
STOR
STOR
A N
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M A
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A N
G E
R
J A
N
PHASE 1 SUBMITTAL
GENERAL NOTES
PATCHED WHERE NEEDED AND REPAINTED ENTIRELY.
EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) SHALL BE
UNIT STORAGE AND THE ARMS VAULT.
REPLACE ALL INTERIOR DOORS EXCEPT FOR DOORS AT THE
BASEMENT WINDOWS.
REPLACE ALL EXTERIOR DOORS AND WINDOWS, INCLUDING
LIVING/SLEEPING ROOM MODULES.
REFER TO SHEET A-111 FOR ENLARGED FLOOR PLANS OF
FOR INDIVIDUAL ROOMS.
REQUIREMENTS, FOR FINISHES AND OTHER DESIGN CRITERIA
STATEMENT OF WORK, ATTACHMENT A - ROOM
REFER TO SPECIFICATION SECTION 01 02 00.00 48 -
5.
4.
3.
2.
1.
FLOOR PLAN TAG NOTES
EXISTING FIREPLACE TO REMAIN.
NEW HANDICAP RAMP.
NEW ELEVATOR FOUNDATION.
NEW HOLLOW METAL CRAWLSPACE DOOR.
RAIN-PROOF CRAWLSPACE LOUVER.
INFILL WINDOW OPENING TO MATCH ADJACENT WALL.
KNOX BOX.
(MATCH EXISTING).
NEW EIFS WALL FINISH AT MODIFIED EXTERIOR WALL
NEW EGRESS DOOR.
NEW WINDOW INSTALLED AT NEW OPENING IN EXTERIOR WALL.
AS REQUIRED FOR CONSTRUCTION OF NEW ELEVATOR.
PROVIDE PERMANENT SUPPORT FOR EXISTING STRUCTURE
NEW SHINGLE ROOFING.
ROOM REQUIREMENTS.
PROVIDE NEW FINISHES AT EXISTING STAIR AS NOTED ON THE
NEW CONCRETE SIDEWALK, REFER TO CIVIL DRAWINGS.
DRAWINGS.
NEW CONCRETE STAIR AND LANDING, REFER TO CIVIL
REFER TO CIVIL DRAWINGS.
EXISTING CONCRETE STAIR, RAMP OR SIDEWALK TO REMAIN.
NOTE: NOT ALL TAG NOTES ARE USED ON THIS SHEET.
SCALE: 1/16" = 1'-0"
48'32'16'08'16'
"=1'-0"16
1GRAPHIC SCALE:
35'-6"22'-2"
265'-8"57'-8"
323'-4"
A-200
A-200
A-110
A-110
T R
A N
S
IE
N T B
A R
R A
C K
S
1 11
1 1
4 4
C O
M P
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IT
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L O
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L A
N
77 9
COMPOSITE FIRST FLOOR PLAN
R P
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M A
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A N
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J A
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PHASE 1 SUBMITTAL
2'-0"2'-0" 2'-0"2'-0"
2'-0" 2'-0"3'-0" MIN.
SCALE: 1/4" = 1'-0"
A-120
A-111
C A
S E
W O
R K E
L E
V A
T
IO
N S
"=1'-0"2
1GRAPHIC SCALE:
6'4'2'01'2'
4' 2' 0 4' 8' 12'
"=1'-0"4
1GRAPHIC SCALE:
TAG
BE1
DE1
TL1
CH1
MS1
FURNITURE
T R
A N
S
IE
N T B
A R
R A
C K
S
SLEEPING ROOM
LIVING/
MODULE C
SLEEPING ROOM
LIVING/
MODULE D
AREA
BATH
AREA
BATH
MECHANICAL
A-111
A-111
SCALE: 1/2" = 1'-0"A-111
ELEVATION
CORRIDOR
E N
L A
R G
E D F
L O
O R P
L A
N S A
N D
GENERAL NOTES
2.
1.
FURNISHED AND CONTRACTOR INSTALLED.
REFRIGERATORS AND MICROWAVES ARE CONTRACTOR
INFORMATION ONLY.
FURNITURE IS NOT IN CONTRACT AND PROVIDED FOR
OPP.
R1
W1
R P
R O
C T
O R
R P
R O
C T
O R
R S
O U
T H
MODULE A, B, C AND D
ENLARGED FLOOR PLAN
A-111
BE1
BE1
BE1
BE1
BE1
BE1
BE1
BE1
DE1
DE1
DE1
DE1
DE1
DE1 DE1
DE1
WC1
WC1
WC1
WC1
WC1 WC1
WC1
WC1
WC1
TL1
TL1
TL1
TL1
TL1
TL1 TL1
TL1
CH1
MS1
MS1
MS1
MS1
MS1
MS1
MS1
MS1
CH1
CH1
CH1
CH1
CH1 CH1
CH1
FURNITURE TAG: W1
RUBBERMAID
WASTE RECEPTACLE
FURNITURE TAG: R1
RUBBERMAID
RECYCLING CONTAINER
FURNITURE TAG: MS1
36''w x 80''l x 8''d
FPI/UNICOR
NIGHTINGALE MATTRESS
FURNITURE TAG: CH1
24''w x 26'' - 28''d x 42-50''h
FPI/UNICOR
LILY TASK CHAIR W/ MESH BK. & ADJ ARMS
FURNITURE TAG: TL1
ESI
ADJUSTABLE DESK TASK LIGHT
FURNITURE TAG: DE1
48”w x 24”d x 30”h
BLOCKHOUSE CO., INC.
SPARTAN 48" WIDE DESK
WARDROBE CABINET
FURNITURE TAG: BE1
38¾”W x 85”D x 36”H
BLOCKHOUSE CO., INC.
SPARTAN ADJUSTABLE LOW LOFT BED
A-111
AREA
BATH
AREA
BATH
MECHANICAL
MECHANICAL
MECHANICAL
SLEEPING ROOM
LIVING/
MODULE B
SLEEPING ROOM
LIVING/
MODULE A
W
2Q R
R
Pl an s-
UP
UP
ELEVATOR
222 COMM
219C
JAN
DAY ROOM
219B
CATV
219A
MECHANICAL
223224225
203 204 205 206 208 209 210 211
213214215217218
CORRIDOR
STORAGE
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C T
P
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-R -0
M A
S O
N H
A N
G E
R
J A
N
PHASE 1 SUBMITTAL
GENERAL NOTES
PATCHED WHERE NEEDED AND REPAINTED ENTIRELY.
EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) SHALL BE
UNIT STORAGE AND THE ARMS VAULT.
REPLACE ALL INTERIOR DOORS EXCEPT FOR DOORS AT THE
BASEMENT WINDOWS.
REPLACE ALL EXTERIOR DOORS AND WINDOWS, INCLUDING
LIVING/SLEEPING ROOM MODULES.
REFER TO SHEET A-111 FOR ENLARGED FLOOR PLANS OF
FOR INDIVIDUAL ROOMS.
REQUIREMENTS, FOR FINISHES AND OTHER DESIGN CRITERIA
STATEMENT OF WORK, ATTACHMENT A…
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