W912QR26RA035_Plans-0000.pdf
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- Solicitation number
- W912QR26RA035
About this file
This is a Phase 1 Advertisement for a federal construction project issued by the US Army Corps of Engineers, Louisville District for the Arden Hills, Minnesota Arden Hills ARC AMSA/ECS facility (Solicitation No. W912QR26RA035, dated 17 April 2026). The project involves comprehensive renovation and modernization of an existing vehicle maintenance facility located at the intersection of Highway 96 W and Lexington Ave N in Arden Hills, Minnesota.
The scope of work includes extensive demolition, structural modifications, and facility upgrades. Demolition activities encompass removal of the existing roof system (membrane, insulation, flashing, coping, gutters, and downspouts), interior and exterior windows and doors including overhead bay doors, all applied floor finishes (carpet, tile, VCT), ACT and gypsum board ceilings, and all fixtures, furniture, and equipment. Structural work requires demolition of structural beams, joists, and metal roof deck in the raised roof area (gridlines 1-3) to accommodate installation of a 10-ton crane. Site improvements include exterior work such as 6-foot chain link fence with barbed wire replacement, concrete panel replacements, dumpster pad installation with wood fence enclosure, fire hydrant service installation, bollard repairs, new bi-level concrete loading ramp construction, and seal coat asphalt repairs. Interior scope includes new metal roof installation with standing seam panels, roof access hatches with stair ladders, exterior brick masonry cleaning with mortar repointing and weep hole restoration, and relocation of MEP (mechanical, electrical, plumbing) and other equipment as necessary to execute the work. The architectural and civil plans provided are conceptual in nature and do not represent full design or layout requirements.
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HWY 96 W
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US-10
MOUNDS VIEW BLVD
PROJECT SITE
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US Army Corps of Engineers ®
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LOUISVILLE DISTRICT
ARDEN HILLS, MINNESOTA
ARDEN HILLS ARC AMSA/ECS
PHASE 1
ARCHITECTURE
AD101 DEMOLITION FLOOR PLAN WEST
AD102 DEMOLITION FLOOR PLAN EAST
AD103 DEMOLITION ROOF PLAN WEST
AD104 DEMOLITION ROOF PLAN EAST
A-101 FLOOR PLAN WEST
A-102 FLOOR PLAN EAST
A-103 ROOF PLAN WEST
A-104 ROOF PLAN EAST
CIVIL
V-101 EXISTING CONDITIONS PLAN
C-101 CIVIL LAYOUT PLAN
GENERAL
G-001 COVER SHEET
SCALE: NTS
F1 AREA MAP
SCALE: NTS
F8 VICINITY MAP
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PHASE 1 ADVERTISEMENT
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17 April 2026
W912QR26RA035
SITE BM#100
SITE BM#101
SITE BM#102
SITE BM#103
SITE BM#104
P
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C.O.
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AC
P
DL=
0.2
METAL STORAGE CABINETS
16' OD
16' OD
16' OD
16' OD
METAL
STORAGE
CABINETS
SOLAR PANEL (TYP.)
SOLAR CONTROL BOX
(TYP.)
SOLAR PANEL FOUNDATION
(TYP.)
5 94
3 94
4 94
950951
9932933
946 945
943 941 925
932934
925 92
930933
923 91
8 91 3 91
948948
946945
0 939 93
92692
945949
5 95
HIGHWAY 96 W
LE
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N G
TO
N
A
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N
LE
XI
N G
TO
N
A
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N
METAL STORAGE CABINET
SD
SD SD
SD
SD
SD
SD
SD SD SD SD
SD SD
SD
SD
SD
SD
SD
SD
E E
E E
E E
E E
E E
E E
E
E E
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
AMSA BUILDING
WAREHOUSE BUILDING
GATE
GATE
24" CONC. C&G
24" CONC. C&G
24" CONC. C&G
24" CONC. C&G
24" CONC. C&G
" C
ONC. C
&G
" C
ONC. C
&G
6' CHAIN LINK FENCE W/ BARBED WIRE
6' CHAIN LINK FENCE W/ BARBED WIRE
6' CHAIN LINK FENCE W/ BARBED WIRE
6' C
H
AI
N L
IN
K
FE
N
C E
W / B
AR
BE
D W
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6' C
H
AI
N L
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K
FE
N
C E
W / B
AR
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D W
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16' OD
2x3' DOOR
' O
D
3' D
O O
R
' O
D
' O
D
' O
D
' O
D
3' D
O O
R
2x 3'
D O
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3' D
O O
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' O
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' O
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R
2x3' DOOR
3' D
O O
R
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3' D
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R
3' D
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R
2x 3'
D O
O R
3' D
O O
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3' D
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R
' O
D
' O
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R
2x3' DOOR 2x3' DOOR
2x3' DOOR3' D
O O
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2x 3'
DOOR16
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D
16' OD
16' OD
16' OD
16' OD
16' OD
2x3' DOOR
3' DOOR16' OD16' OD
16' OD3' DOOR
' O
D 2x
3'
DOOR
2x 3'
DOOR
2x
3'
DOOR
2x 3'
DOOR
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SD
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W
W
W
WWW
SAN
SAN
SAN
SAN
SA
N
SA
N
W W
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D
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VH
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OVHG
OVHG
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
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W
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24" CONC. C&G
24" CONC. C&G
RIP RAP
RIP RAP
" C
O N
C . C
&G
SD
W
G R
AS
S
G R
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1 STORY BRICK BLDG.
1 STORY BRICK BLDG.
CB
W W
W
W W W W W W W W W W
W W
W W
W W
W
W W
W W
W W
W W
6'
CHAI
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NK
FE
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W / B
AR
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D W
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6' CHAIN LINK
FENCE W/
BARBED WIRE
6' CHAIN LINK FENCE W/ BARBED WIRE
AVG. FINISH FLOOR = 945.69
AVG. FINISH FLOOR = 949.67
M
EP
P
AR
KI
N
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6' C
H
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FE
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W / B
AR
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D W
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WOODSWOODS
WOODS
WOODS
GRASS
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SD
24" CONC. C&G
GRASS
GRASS
CB
CB CB
CB CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
6 5
4 3
CB
S
S S
S
S
G
AT
E
PAINT STRIPING (TYP.)
M
EP
P
AR
KI
N
G
M
EP
P
AR
KI
N
G M
EP
P
AR
KI
N G
M
EP
P
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KI
N
G M
EP
P
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KI
N G
M
EP
P
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KI
N
G
PAINT STRIPING (TYP.)
M
EP
P
AR
KI
N G
M
EP
P
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KI
N
G
M
EP
P
AR
KI
N
G M
EP
P
AR
KI
N G
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KI
N
G M
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P
AR
KI
N G
M
EP
P
AR
KI
N
G
M
EP
P
AR
KI
N
G
M
EP
P
AR
KI
N
G
M
EP
P
AR
KI
N
G
MEP PARKING
MEP PARKING
SI
D
EW
AL
K
EXISTING ARC SIGN
EXISTING ARC SIGN
EXISTING ARC SIGN
SIDEWALK
PEDESTRIAN GATE
PEDESTRIAN GATE
EXISTING LEGEND
CO
C
E
E
G
G
S
D
U
U
ASPHALT
PIV
FDC
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
837.50
CONCRETE PAVEMENT
GAS
E E E E UNDERGROUND ELECTRIC
ES ES ES ES SECONDARY UNDERGROUND ELECTRIC
FENCE
SAN SAN SANITARY SEWER
SD SD STORM DRAIN
W W W W WATER MAIN
W
CB
SURVEYOR NOTES - (SURVEY PERFORMED BY SPALDING DeDECKER)
1. THIS TOPOGRAPHICAL MAP IS BASED UPON A FIELD SURVEY PERFORMED BY
SPALDING DEDECKER DURING NOVEMBER OF 2025.
2. NO BOUNDARY SURVEYING WORK WAS PERFORMED FOR THIS PROJECT AND
NO PROPERTY LINES ARE SHOWN ON THIS TOPOGRAPHICAL SURVEY FOR THE
SUBJECT LANDS. A COMPLETE PROPERTY LINE ANALYSIS IS NOT PART OF THE
SCOPE OF SERVICES AND PROPERTY CORNERS HAVE NOT BEEN SET IN THE
FIELD.
3. THIS SURVEY HAS BEEN PREPARED WITHOUT THE BENEFIT OF A CURRENT
TITLE SEARCH THAT WOULD IDENTIFY ANY RECORDED EASEMENTS THAT
ENCUMBER THIS PROPERTY. THEREFORE, THIS PROPERTY MAY BE SUBJECT
TO EASEMENTS, RIGHT-OF-WAY TAKINGS AND RESTRICTIVE COVENANTS THAT
ARE NOT SHOWN.
4. THE BASIS OF BEARINGS AND THE COORDINATE SYSTEM FOR THIS SURVEY IS
BASED UPON THE STATE PLANE COORDINATE SYSTEM, MINNESOTA SOUTH
ZONE, BASED ON NAD83 (NSRS2011). UNITS ARE US SURVEY FOOT.
COORDINATES WERE ESTABLISHED USING A DATA LINK TO THE MNDOT
CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS).
5. THE VERTICAL DATUM OF THIS SURVEY IS BASED UPON THE NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD'88) AS ESTABLISHED WITH RTK GPS
MEASUREMENTS USING A DATA LINK TO THE MNDOT CONTINUOUSLY
OPERATING REFERENCE STATIONS (CORS).
6. THE PAINT STRIPING SHOWN ON THIS SURVEY IS APPROXIMATE. DIMENSIONAL
AND/OR ORIENTATION VARIATIONS MAY EXIST. THIS DRAWING SHOULD NOT BE
USED FOR A PARKING SPACE COUNT.
7. THE UTILITY INFORMATION SHOWN ON THIS SURVEY IS BASED UPON A
COMBINATION OF RECORD INFORMATION AND FIELD MEASUREMENTS. A MISS
DIG DESIGN TICKET NUMBER OF MN253180587, REQUESTED ON 11-14-2025, HAS
BEEN REFERENCED TO THIS PROJECT AND A UTILITY PROVIDER CHART IS
SHOWN ON THIS DRAWING. THERE ARE NO ASSURANCES THAT ALL PROVIDERS
HAVE RESPONDED AND THE SURVEYOR DOES NOT GUARANTEE THAT ALL
UNDERGROUND UTILITIES ARE SHOWN AND/OR POSITIONED PROPERLY ON
THIS DRAWING DUE TO AMBIGUOUS PLANS AND RECORDS PROVIDED TO US.
THE INFORMATION SHOWN ON THIS DRAWING IS INTENDED TO BE USED AS A
GUIDE FOR POSSIBLE UNDERGROUND UTILITY CONFLICTS. IT IS THE
RESPONSIBILITY OF OTHERS TO RESOLVE THE ACTUAL LOCATION OF ANY
UNDERGROUND UTILITY THROUGH THE GOPHER STATE ONE CALL SYSTEM
PRIOR TO ANY SITE EXCAVATION. CALL 811 OR 800-252-1166.
EX
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60' 120'
SCALE: 1 INCH = 60 FEET
30'60' 0'A1 EXISTING CONDITIONS PLAN
SCALE: 1" = 60'
US Army Corps of Engineers ®
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METAL STORAGE CABINETS
16' OD
16' OD
16' OD
16' OD
METAL
STORAGE
CABINETS
SOLAR PANEL (TYP.)
SOLAR CONTROL BOX
(TYP.)
SOLAR PANEL FOUNDATION
(TYP.)
5 94
3 94
4 94
950951
9932933
946 945
943 941 925
932934
925 92
930933
923 91
8 91 3 91
948948
946945
0 939 93
92692
945949
5 95
HIGHWAY 96 W
LE
XI
N G
TO
N
A
VE
N
LE
XI
N G
TO
N
A
VE
N
METAL STORAGE CABINET
SD
SD SD
SD
SD
SD
SD
SD SD SD SD
SD SD
SD
SD
SD
SD
SD
SD
E E
E E
E E
E E
E E
E E
E
E E
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
AMSA BUILDING
WAREHOUSE BUILDING
24" CONC. C&G
24" CONC. C&G
24" CONC. C&G
24" CONC. C&G
24" CONC. C&G
" C
ONC. C
&G
" C
ONC. C
&G
16' OD
2x3' DOOR
' O
D
3' D
O O
R
' O
D
' O
D
' O
D
' O
D
3' D
O O
R
2x 3'
D O
O R
3' D
O O
R
' O
D
' O
D
' O
D
3' D
O O
R
2x3' DOOR
3' D
O O
R
' O
D
' O
D
3' D
O O
R
3' D
O O
R
2x 3'
D O
O R
3' D
O O
R
3' D
O O
R
' O
D
' O
D
' O
D
' O
D
' O
D
3' D
O O
R
2x3' DOOR 2x3' DOOR
2x3' DOOR3' D
O O
R
2x 3'
DOOR16
' O
D
16' OD
16' OD
16' OD
16' OD
16' OD
2x3' DOOR
3' DOOR16' OD16' OD
16' OD3' DOOR
' O
D 2x
3'
DOOR
2x 3'
DOOR
2x
3'
DOOR
2x 3'
DOOR
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SD
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W
W
W
WWW
SAN
SAN
SAN
SAN
SA
N
SA
N
W W
' O
D
O
VH
G
O
VH
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OVHG
OVHG
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
G R
AS
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W
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H P
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TF
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M D
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N S
24" CONC. C&G
24" CONC. C&G
RIP RAP
RIP RAP
" C
O N
C . C
&G
SD
W
G R
AS
S
G R
AS
S
1 STORY BRICK BLDG.
1 STORY BRICK BLDG.
CB
W W
W
W W W W W W W W W W
W W
W W
W W
W
W W
W W
W W
W W
6'
CHAI
N LI
NK
FE
NCE
W / B
AR
BE
D W
IR
E
AVG. FINISH FLOOR = 945.69
AVG. FINISH FLOOR = 949.67
M
EP
P
AR
KI
N
G
WOODSWOODS
WOODS
WOODS
GRASS
SD
24" CONC. C&G
GRASS
GRASS
CB
CB CB
CB CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
6 5
4 3
CB
S
S S
S
S
G
AT
E
PAINT STRIPING (TYP.)
M
EP
P
AR
KI
N
G
M
EP
P
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KI
N
G M
EP
P
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KI
N G
M
EP
P
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KI
N
G M
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P
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KI
N G
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EP
P
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N
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PAINT STRIPING (TYP.)
M
EP
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EP
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KI
N
G
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EP
P
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KI
N
G M
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N G
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N
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AR
KI
N
G
M
EP
P
AR
KI
N
G
M
EP
P
AR
KI
N
G
M
EP
P
AR
KI
N
G
MEP PARKING
MEP PARKING
SI
D
EW
AL
K
SIDEWALK
xxxxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxx x x x x
W W
W
WWWWWWW
W
W W
WW
W W W
PROPOSED LEGEND
PROPOSED CONCRETE PANEL
REPLACEMENT (SEE DETAIL M1/C-503)
SITE KEYNOTES
PEDESTRIAN GATE (SEE DETAIL A1/C-502)
FE6-TR-84 CHAINLINK SECURITY FENCE REPLACEMENT (7'
FABRIC HEIGHT) AND 3' WIDE GRAVEL MOW STRIP. PROVIDE 10'
CLEAR SPACE ON EACH SIDE OF FENCE AND KEEP CLEAR OF
ALL TREES, POLES, AND OTHER OBSTRUCTIONS. (SEE DETAILS
A1/C-501 AND M1/C-503)
REPLACE CONCRETE PANEL (SEE DETAIL M1/C-503)
8" HDPE STORM PIPE AND DOWNSPOUT BOOT
VEHICLE ROLLING GATE (SEE DETAIL A/1 C-503)
VEHICLE SWING GATE (SEE DETAIL A1/C-502)
NEW BI-LEVEL CONCRETE LOADING RAMP (SEE DETAILS ON
SHEET C-506)
REPAIR CONCRETE DOME AND NEW YELLOW PLASTIC SLEEVE
ON BOLLARD
6" FIRE HYDRANT WATER SERVICE
FIRE HYDRANT AND VALVE (SEE DETAIL A8/C-504)
15' X 20' DUMPSTER PAD WITH SLATTED WOOD FENCE
ENCLOSURE. PROVIDE 10' CONCRETE APRON IN FRONT. (SEE
DETAIL M6/C-503)
NEW ARMY RESERVE METAL SIGN
NEW ARMY RESERVE MONUMENT SIGN
GENERAL NOTES
1. CONTRACTOR TO REPLACE ANY PAVEMENT MARKINGS REMOVED
DURING INSTALLATION OF SIDEWALK, CURB AND GUTTER, AND
PAVEMENT.
2. ALL BOLD ITEMS ARE PROPOSED UNLESS NOTED OTHERWISE.
3. UNDERGROUND UTILITIES WERE LOCATED USING EXISTING DRAWINGS,
GIS DATA, AND FIELD MARKINGS. UTILITY LOCATIONS SHALL BE
VERIFIED PRIOR TO CONSTRUCTION.
4. RESTORE PAVEMENT AND REPAIR TRENCHES TO PRE-CONSTRUCTION
CONDITION OR BETTER ONCE CONSTRUCTION IS COMPLETE.
5. REPAIR ANY DAMAGES CAUSED BY CONSTRUCTION ACTIVITY.
x PROPOSED FENCE REPLACEMENT
PROPOSED SEAL COAT ASPHALT REPAIR
PROPOSED 6" FIRE HYDRANT SERVICE
PROPOSED FIRE HYDRANT
W
BOLLARD REPAIR (TYPICAL ALL BOLLARDS
AROUND AMSA BUILDING)
C
IV
IL
L
AY
O
U T
PL
AN
60' 120'
SCALE: 1 INCH = 60 FEET
30'60' 0'A1 CIVIL LAYOUT PLAN
SCALE: 1" = 60'
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
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IG
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B
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SU
BM
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D B
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SI
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D B
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SI
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SU
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AT
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C O
N
TR
AC
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N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
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A
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AT
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AR
K
D
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C R
IP
TI
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Fi le
P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
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K
H
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B
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C-101
3 TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
9 9
10'
10' CLEAR SPACE
10' CLEAR SPACE
15'15'
CONNECT NEW
FENCE TO EXISTING
GATE
REPLACE FENCE 2'
INSIDE EXISTING
FENCE TO KEEP
SECURITY DURING
CONSTRUCTION
REPLACE FENCE 2' INSIDE EXISTING
FENCE (OR ALONG THE SAME
ALIGNMENT WITH TEMPORARY
SECURITY FENCE) TO MAINTAIN
SECURITY DURING CONSTRUCTION
RECONNECT NEW
FENCE TO OLD FENCE
TO ENCLOSE PROPERTY
TO THE NORTH
REPLACE FENCE ALONG THE SAME
ALIGNMENT WITH TEMPORARY
SECURITY FENCE TO MAINTAIN
SECURITY DURING CONSTRUCTION
PH
AS
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AD
VE
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TI
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M
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2Q R
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1 2 3 4 5 6 7 8 9 10
A
B
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PAINT BOOTH
SMALL ARMS REPAIR
AR
M
S
VA
U
LT
ELEC
CLST
WELDING ROOM
TOOLS
PARTS
CAGE
TOOLS
PARTS
CAGE
TOOLS
PARTS
CAGE
TOOLS
PARTS
CAGE
AMSA
WORKBAY
AMSA
WORKBAY
AMSA
WORKBAY
AMSA
WORKBAY
AMSA
WORKBAY
AMSA
WORKBAY
AMSA
WORKBAY
AMSA
WORKBAY
AMSA
WORKBAY
AMSA
WORKBAY
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
DEMOLITION PLAN IS CONCEPTUAL AND FOR REFERENCE ONLY. IT DOES NOT
REPRESENT FULL DEMOLITION REQUIREMENTS OF FINAL DESIGN OR LAYOUT.
RELOCATION OF MEP AND OTHER EQUIPMENT AS NECESSARY TO EXECUTE THE
SCOPE OF WORK SHALL BE CONSIDERED INCLUDED WORK IN ANY BID
SUBMITTAL, UNO.
REFER TO A-101 AND A-102 TO COORDINATE EXTENTS OF DEMOLITION WITH
PROPOSED NEW CONSTRUCTION.
ROOM NUMBERS INDICATED ARE FOR COORDINATION ONLY.
DASHED LINES INDICATE EXTENTS OF WORK TO BE DEMOLISHED.
EXISTING ROOF SYSTEM, INCLUDING ROOF MEMBRANE, INSULATION, FLASHING,
COPING, GUTTER AND DOWNSPOUTS, TO BE REMOVED IN ITS ENTIRETY DOWN
TO METAL ROOF DECK.
AREA OF RAISED ROOF FROM GRIDLINES 1-3 REQUIRE DEMOLITION OF
STRUCTURAL BEAMS, JOISTS, AND METAL ROOF DECK IN ORDER TO INSTALL 10-
TON CRANE.
ALL INTERIOR AND EXTERIOR WINDOWS AND DOORS ARE TO BE REMOVED,
INCLUDING OVERHEAD BAY DOORS.
ALL APPLIED FLOOR FINISHES INCLUDING CARPET, TILE AND VCT, ARE TO BE
REMOVED.
ALL ACT AND GYP BD CEILINGS ARE TO BE REMOVED.
ALL FIXTURES, FURNITURE & EQUIPMENT (FF&E) INCLUDING CAGING, LIGHT
FIXTURES, ETC. ARE TO BE REMOVED.
DEMOLITION GENERAL NOTES
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
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B
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SU
BM
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D B
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SI
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C H
EC
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D B
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SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
Fi le
P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
NOT FOR
CONSTRUCTIO
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Au to de sk
D oc s:
//M
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Pr oj ec t N um be r
SCALE: 3/32" = 1'-0"
A1 DEMOLITION FLOOR PLAN WEST
PLAN NORTH
0 4' 8' 16'FIRST FLOOR KEY PLAN
PH
AS
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AD
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W
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11 12 13 14 15 16 17 18 19 20
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CAGE
UNIT
CAGE
UNIT
CAGE
UNIT
CAGE
UNIT
CAGE
UNIT
CAGE
UNIT
CAGE
UNIT
CAGE
UNIT
CAGE
UNIT
CAGE
UNIT
CAGE
UNIT
CAGE
ELEC. FLAM .
STOR.
FLAM .
STOR.
FLAM .
STOR.
MECH.
TELE.
JAN.
BATTERY
STORAGE
BATTERY
STORAGE
UNIT
CAGE
UNIT
CAGE
UNIT
CAGE
UNIT
CAGE
UNIT
CAGE
UNIT
CAGE
UNIT
CAGE
UNIT
CAGE
UNIT
CAGE
UNIT
CAGE
OFFICE OFFICE
OFFICEOFFICEOFFICEOFFICEOFFICEOFFICEOFFICE
OFFICE
OFFICEOFFICELIBRARYLIBRARY
OFFICE
COMMON
OFFICE
COMMON
ELEC.
CLST.
VMS
WORKBAY
VMS
WORKBAY
VMS
WORKBAY
VMS
WORKBAY
VMS
WORKBAY
VEST.
ELEC.
CLST.
MEN'S
RR
WOMEN'S
RR
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
DEMOLITION PLAN IS CONCEPTUAL AND FOR REFERENCE ONLY. IT DOES NOT
REPRESENT FULL DEMOLITION REQUIREMENTS OF FINAL DESIGN OR LAYOUT.
RELOCATION OF MEP AND OTHER EQUIPMENT AS NECESSARY TO EXECUTE THE
SCOPE OF WORK SHALL BE CONSIDERED INCLUDED WORK IN ANY BID
SUBMITTAL, UNO.
REFER TO A-101 AND A-102 TO COORDINATE EXTENTS OF DEMOLITION WITH
PROPOSED NEW CONSTRUCTION.
ROOM NUMBERS INDICATED ARE FOR COORDINATION ONLY.
DASHED LINES INDICATE EXTENTS OF WORK TO BE DEMOLISHED.
EXISTING ROOF SYSTEM, INCLUDING ROOF MEMBRANE, INSULATION, FLASHING,
COPING, GUTTER AND DOWNSPOUTS, TO BE REMOVED IN ITS ENTIRETY DOWN
TO METAL ROOF DECK.
AREA OF RAISED ROOF FROM GRIDLINES 1-3 REQUIRE DEMOLITION OF
STRUCTURAL BEAMS, JOISTS, AND METAL ROOF DECK IN ORDER TO INSTALL 10-
TON CRANE.
ALL INTERIOR AND EXTERIOR WINDOWS AND DOORS ARE TO BE REMOVED,
INCLUDING OVERHEAD BAY DOORS.
ALL APPLIED FLOOR FINISHES INCLUDING CARPET, TILE AND VCT, ARE TO BE
REMOVED.
ALL ACT AND GYP BD CEILINGS ARE TO BE REMOVED.
ALL FIXTURES, FURNITURE & EQUIPMENT (FF&E) INCLUDING CAGING, LIGHT
FIXTURES, ETC. ARE TO BE REMOVED.
DEMOLITION GENERAL NOTES
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
Fi le
P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
NOT FOR
CONSTRUCTIO
N
Au to de sk
D oc s:
//M
R
AR
A M
SA
A rd en
H ills
3/
.0 4-
A- Ar de n
H ills
A R
C A
M
SA
EC
S_
R
.rv t
1/ 7/
2:
:1
PM
AD102
D
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A R
C A
M
SA
EC
S
Pr oj ec t N um be r
SCALE: 3/32" = 1'-0"
A1 DEMOLITION FLOOR PLAN EAST
PLAN NORTH
0 4' 8' 16'FIRST FLOOR KEY PLAN
PH
AS
E
AD
VE
R
TI
SE
M
EN
T
W
2Q R
R
A0
_P la ns -0
B
C
D
E
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
DEMOLITION PLAN IS CONCEPTUAL AND FOR REFERENCE ONLY. IT DOES NOT
REPRESENT FULL DEMOLITION REQUIREMENTS OF FINAL DESIGN OR LAYOUT.
RELOCATION OF MEP AND OTHER EQUIPMENT AS NECESSARY TO EXECUTE THE
SCOPE OF WORK SHALL BE CONSIDERED INCLUDED WORK IN ANY BID
SUBMITTAL, UNO.
REFER TO A-101 AND A-102 TO COORDINATE EXTENTS OF DEMOLITION WITH
PROPOSED NEW CONSTRUCTION.
ROOM NUMBERS INDICATED ARE FOR COORDINATION ONLY.
DASHED LINES INDICATE EXTENTS OF WORK TO BE DEMOLISHED.
EXISTING ROOF SYSTEM, INCLUDING ROOF MEMBRANE, INSULATION, FLASHING,
COPING, GUTTER AND DOWNSPOUTS, TO BE REMOVED IN ITS ENTIRETY DOWN
TO METAL ROOF DECK.
AREA OF RAISED ROOF FROM GRIDLINES 1-3 REQUIRE DEMOLITION OF
STRUCTURAL BEAMS, JOISTS, AND METAL ROOF DECK IN ORDER TO INSTALL 10-
TON CRANE.
ALL INTERIOR AND EXTERIOR WINDOWS AND DOORS ARE TO BE REMOVED,
INCLUDING OVERHEAD BAY DOORS.
ALL APPLIED FLOOR FINISHES INCLUDING CARPET, TILE AND VCT, ARE TO BE
REMOVED.
ALL ACT AND GYP BD CEILINGS ARE TO BE REMOVED.
ALL FIXTURES, FURNITURE & EQUIPMENT (FF&E) INCLUDING CAGING, LIGHT
FIXTURES, ETC. ARE TO BE REMOVED.
DEMOLITION GENERAL NOTES
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
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SI
ZE
C H
EC
KE
D B
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AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
Fi le
P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
NOT FOR
CONSTRUCTIO
N
Au to de sk
D oc s:
//M
R
AR
A M
SA
A rd en
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3/
.0 4-
A- Ar de n
H ills
A R
C A
M
SA
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S_
R
.rv t
1/ 7/
2:
:1
PM
AD103
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A R
C A
M
SA
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Pr oj ec t N um be r
SCALE: 3/32" = 1'-0"
A1 DEMOLITION ROOF PLAN WEST
PLAN NORTH
0 4' 8' 16'FIRST FLOOR KEY PLAN
PH
AS
E
AD
VE
R
TI
SE
M
EN
T
W
2Q R
R
A0
_P la ns -0
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
DEMOLITION PLAN IS CONCEPTUAL AND FOR REFERENCE ONLY. IT DOES NOT
REPRESENT FULL DEMOLITION REQUIREMENTS OF FINAL DESIGN OR LAYOUT.
RELOCATION OF MEP AND OTHER EQUIPMENT AS NECESSARY TO EXECUTE THE
SCOPE OF WORK SHALL BE CONSIDERED INCLUDED WORK IN ANY BID
SUBMITTAL, UNO.
REFER TO A-101 AND A-102 TO COORDINATE EXTENTS OF DEMOLITION WITH
PROPOSED NEW CONSTRUCTION.
ROOM NUMBERS INDICATED ARE FOR COORDINATION ONLY.
DASHED LINES INDICATE EXTENTS OF WORK TO BE DEMOLISHED.
EXISTING ROOF SYSTEM, INCLUDING ROOF MEMBRANE, INSULATION, FLASHING,
COPING, GUTTER AND DOWNSPOUTS, TO BE REMOVED IN ITS ENTIRETY DOWN
TO METAL ROOF DECK.
AREA OF RAISED ROOF FROM GRIDLINES 1-3 REQUIRE DEMOLITION OF
STRUCTURAL BEAMS, JOISTS, AND METAL ROOF DECK IN ORDER TO INSTALL 10-
TON CRANE.
ALL INTERIOR AND EXTERIOR WINDOWS AND DOORS ARE TO BE REMOVED,
INCLUDING OVERHEAD BAY DOORS.
ALL APPLIED FLOOR FINISHES INCLUDING CARPET, TILE AND VCT, ARE TO BE
REMOVED.
ALL ACT AND GYP BD CEILINGS ARE TO BE REMOVED.
ALL FIXTURES, FURNITURE & EQUIPMENT (FF&E) INCLUDING CAGING, LIGHT
FIXTURES, ETC. ARE TO BE REMOVED.
DEMOLITION GENERAL NOTES
10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
Fi le
P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
NOT FOR
CONSTRUCTIO
N
Au to de sk
D oc s:
//M
R
AR
A M
SA
A rd en
H ills
3/
.0 4-
A- Ar de n
H ills
A R
C A
M
SA
EC
S_
R
.rv t
1/ 7/
2:
:1
PM
AD104
D
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A R
C A
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SA
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Pr oj ec t N um be r
PLAN NORTH
0 4' 8' 16'FIRST FLOOR KEY PLAN
SCALE: 3/32" = 1'-0"
A1 DEMOLITION ROOF PLAN EAST
PH
AS
E
AD
VE
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TI
SE
M
EN
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W
2Q R
R
A0
_P la ns -0
B
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S H
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COMSEC
AMSA TOOLS
AMSA PARTS
PO
L
PO
L
PO
L
PO
L
PO
L
PO
L
PO
L
PO
L
PO
L
PO
L
PO
L
PO
L
PO
L
PO
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STOR.
AMSA WORKBAYS
108AMSA WORKBAY
WORKBAY
BAY 1
WORKBAY
BAY 2
WORKBAY
BAY 3
WORKBAY
BAY 4
WORKBAY
BAY 5
WORKBAY
BAY 6
WORKBAY
BAY 12
WORKBAY
BAY 11
WORKBAY
BAY 10
WORKBAY
BAY 9
WORKBAY
BAY 8
WORKBAY
BAY 7
AL
C
O
VE
AL
C
O
VE
1.
2.
3.
4.
5.
6.
7.
8.
PLAN IS CONCEPTUAL AND FOR REFERENCE ONLY. IT DOES NOT REPRESENT
FULL REQUIREMENTS OF FINAL DESIGN OR LAYOUT.
RELOCATION OF MEP AND OTHER EQUIPMENT AS NECESSARY TO EXECUTE THE
SCOPE OF WORK SHALL BE CONSIDERED INCLUDED WORK IN ANY BID
SUBMITTAL, UNO.
REFER TO A-101 AND A-102 TO COORDINATE EXTENTS OF DEMOLITION WITH
PROPOSED NEW CONSTRUCTION.
ROOM NUMBERS INDICATED ARE FOR COORDINATION ONLY.
ALL EXTERIOR BRICK MASONRY SURFACES WILL BE CLEANED. ANY BROKEN OR
LOOSE MASONRY OR MORTAR WILL BE REPAIRED OR REPLACED, AND THE
JOINTS WILL BE REPOINTED. WEEPS WILL BE CLEANED OR OTHERWISE
REPLACED TO ENSURE PROPER DRAINAGE.
COVER EXISTING SKYLIGHTS WITH STANDING SEAM ROOF PANELS.
INSTALL RAISED ROOF FROM GRIDLINES 1-3 IN ORDER TO INSTALL 10-TON
CRANE.
INSTALL TWO NEW ROOF ACCESS HATCHES WITH STAIR LADDERS.
GENERAL NOTES
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
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C H
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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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2 4 6 8 10 12 14 16 18 20
P
M
K
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F
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NOT FOR
CONSTRUCTIO
N
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D oc s:
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1/ 7/
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PM
A-101
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A1 FIRST FLOOR PLAN WEST
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STOR.
FLAM. STOR.
FLUID DIST.
MECH.
BREAKRM
104 CLASSROOM
JAN.
SHOP OFFICE
LIB.
107B
SPLY SGT
101E
ARA FTUS
101D
1SG TPU
101C
COMMON
CO. COMM. TPU
101F
SHOP OFFICE
VMS TR
M
AI
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FF
4B
M
AI
N T.
O
FF
4C
M RR
M SHWRS
119B
W RR
W SHWRS
120B
FT MAINT ADMIN
124D
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W LCKRS
120A
M LCKRS
119A
322 T&P
VMS T&P
STOR.
124E
M O
TO
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S G
T
1B
M
AI
N T.
O
FF
1A
PO
L
PO
L
PO
L
PO
L
STOR.
VEST.
STOR.
103A
STOR.
104A
STOR.
124A
VMS WORKBAYS
WORKBAY
BAY 5
WORKBAY
BAY 4
WORKBAY
BAY 3
WORKBAY
BAY 2
WORKBAY
BAY 1
C O
N T.
W
AS
TE
S
TO
R
VEST.
108A
VEST.
122A
BATT.
AMSA TELE.
SHOP SUP
107A
AL
C
O
VE
1.
2.
3.
4.
5.
6.
7.
8.
PLAN IS CONCEPTUAL AND FOR REFERENCE ONLY. IT DOES NOT REPRESENT
FULL REQUIREMENTS OF FINAL DESIGN OR LAYOUT.
RELOCATION OF MEP AND OTHER EQUIPMENT AS NECESSARY TO EXECUTE THE
SCOPE OF WORK SHALL BE CONSIDERED INCLUDED WORK IN ANY BID
SUBMITTAL, UNO.
REFER TO A-101 AND A-102 TO COORDINATE EXTENTS OF DEMOLITION WITH
PROPOSED NEW CONSTRUCTION.
ROOM NUMBERS INDICATED ARE FOR COORDINATION ONLY.
ALL EXTERIOR BRICK MASONRY SURFACES WILL BE CLEANED. ANY BROKEN OR
LOOSE MASONRY OR MORTAR WILL BE REPAIRED OR REPLACED, AND THE
JOINTS WILL BE REPOINTED. WEEPS WILL BE CLEANED OR OTHERWISE
REPLACED TO ENSURE PROPER DRAINAGE.
COVER EXISTING SKYLIGHTS WITH STANDING SEAM ROOF PANELS.
INSTALL RAISED ROOF FROM GRIDLINES 1-3 IN ORDER TO INSTALL 10-TON
CRANE.
INSTALL TWO NEW ROOF ACCESS HATCHES WITH STAIR LADDERS.
GENERAL NOTES
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
Fi le
P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
NOT FOR
CONSTRUCTIO
N
Au to de sk
D oc s:
//M
R
AR
A M
SA
A rd en
H ills
3/
.0 4-
A- Ar de n
H ills
A R
C A
M
SA
EC
S_
R
.rv t
1/ 7/
2:
:2
PM
A-102
FL
O
O R
P
LA
N E
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D
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LS
, M
IN
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C H
AR
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AR
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IL
LS
A R
C A
M
SA
EC
S
Pr oj ec t N um be r
SCALE: 3/32" = 1'-0"
A1 FIRST FLOOR PLAN EAST
PLAN NORTH
0 4' 8' 16'FIRST FLOOR KEY PLAN
PH
AS
E
AD
VE
R
TI
SE
M
EN
T
W
2Q R
R
A0
_P la ns -0
B
C
D
E
1.
2.
3.
4.
5.
6.
7.
8.
PLAN IS CONCEPTUAL AND FOR REFERENCE ONLY. IT DOES NOT REPRESENT
FULL REQUIREMENTS OF FINAL DESIGN OR LAYOUT.
RELOCATION OF MEP AND OTHER EQUIPMENT AS NECESSARY TO EXECUTE THE
SCOPE OF WORK SHALL BE CONSIDERED INCLUDED WORK IN ANY BID
SUBMITTAL, UNO.
REFER TO A-101 AND A-102 TO COORDINATE EXTENTS OF DEMOLITION WITH
PROPOSED NEW CONSTRUCTION.
ROOM NUMBERS INDICATED ARE FOR COORDINATION ONLY.
ALL EXTERIOR BRICK MASONRY SURFACES WILL BE CLEANED. ANY BROKEN OR
LOOSE MASONRY OR MORTAR WILL BE REPAIRED OR REPLACED, AND THE
JOINTS WILL BE REPOINTED. WEEPS WILL BE CLEANED OR OTHERWISE
REPLACED TO ENSURE PROPER DRAINAGE.
COVER EXISTING SKYLIGHTS WITH STANDING SEAM ROOF PANELS.
INSTALL RAISED ROOF FROM GRIDLINES 1-3 IN ORDER TO INSTALL 10-TON
CRANE.
INSTALL TWO NEW ROOF ACCESS HATCHES WITH STAIR LADDERS.
GENERAL NOTES
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
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C
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AR
K
D
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C R
IP
TI
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Fi le
P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
NOT FOR
CONSTRUCTIO
N
Au to de sk
D oc s:
//M
R
AR
A M
SA
A rd en
H ills
3/
.0 4-
A- Ar de n
H ills
A R
C A
M
SA
EC
S_
R
.rv t
1/ 7/
2:
:2
PM
A-103
R O
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PL
AN
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LS
, M
IN
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C H
AR
R
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TE
AR
D
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H
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LS
A R
C A
M
SA
EC
S
Pr oj ec t N um be r
PLAN NORTH
0 4' 8' 16'FIRST FLOOR KEY PLAN
SCALE: 3/32" = 1'-0"
A1 ROOF PLAN WEST
PH
AS
E
AD
VE
R
TI
SE
M
EN
T
W
2Q R
R
A0
_P la ns -0
B
C
D
E
1.
2.
3.
4.
5.
6.
7.
8.
PLAN IS CONCEPTUAL AND FOR REFERENCE ONLY. IT DOES NOT REPRESENT
FULL REQUIREMENTS OF FINAL DESIGN OR LAYOUT.
RELOCATION OF MEP AND OTHER EQUIPMENT AS NECESSARY TO EXECUTE THE
SCOPE OF WORK SHALL BE CONSIDERED INCLUDED WORK IN ANY BID
SUBMITTAL, UNO.
REFER TO A-101 AND A-102 TO COORDINATE EXTENTS OF DEMOLITION WITH
PROPOSED NEW CONSTRUCTION.
ROOM NUMBERS INDICATED ARE FOR COORDINATION ONLY.
ALL EXTERIOR BRICK MASONRY SURFACES WILL BE CLEANED. ANY BROKEN OR
LOOSE MASONRY OR MORTAR WILL BE REPAIRED OR REPLACED, AND THE
JOINTS WILL BE REPOINTED. WEEPS WILL BE CLEANED OR OTHERWISE
REPLACED TO ENSURE PROPER DRAINAGE.
COVER EXISTING SKYLIGHTS WITH STANDING SEAM ROOF PANELS.
INSTALL RAISED ROOF FROM GRIDLINES 1-3 IN ORDER TO INSTALL 10-TON
CRANE.
INSTALL TWO NEW ROOF ACCESS HATCHES WITH STAIR LADDERS.
GENERAL NOTES
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
Fi le
P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
NOT FOR
CONSTRUCTIO
N
Au to de sk
D oc s:
//M
R
AR
A M
SA
A rd en
H ills
3/
.0 4-
A- Ar de n
H ills
A R
C A
M
SA
EC
S_
R
.rv t
1/ 7/
2:
:2
PM
A-104
R O
O F
PL
AN
E
AS
T
AR
D
EN
H
IL
LS
, M
IN
N
ES
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C H
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D
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H
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A R
C A
M
SA
EC
S
Pr oj ec t N um be r
PLAN NORTH
0 4' 8' 16'FIRST FLOOR KEY PLAN
SCALE: 3/32" = 1'-0"
A1 ROOF PLAN EAST
PH
AS
E
AD
VE
R
TI
SE
M
EN
T
W
2Q R
R
A0
_P la ns -0
| G-001 - COVER SHEET |
| V-101 - EXISTING CONDITIONS PLAN |
| C-101 - CIVIL LAYOUT PLAN |
| AD101 - DEMOLITION FLOOR PLAN WEST |
| AD102 - DEMOLITION FLOOR PLAN EAST |
| AD103 - DEMOLITION ROOF PLAN WEST |
| AD104 - DEMOLITION ROOF PLAN EAST |
| A-101 - FLOOR PLAN WEST |
| A-102 - FLOOR PLAN EAST |
| A-103 - ROOF PLAN WEST |
| A-104 - ROOF PLAN EAST |
File details come from the government source that posted it. Updated .