W912QR20R0005_PLANS-0003.pdf
PDF 11 MB Posted
- Attached to
- Scott Air Force Base Bldg. 1575 Add/Alt
- Solicitation number
- W912QR20R0005
About this file
This request for proposal involves construction services for renovations and an addition to Building 1575 at Scott Air Force Base in Illinois. The project includes renovating the existing 50,965 square foot computer data center building into dedicated data center space with seismic retrofit of the building and raised floor system. It also includes replacing air handling units, completing electrical system upgrades, replacing the chilled water loop, and installing new data cabinets anchored to the new structural system. Additionally, the project involves constructing a 23,702 square foot secure administrative addition and providing new furniture. The Department of the Army Corps of Engineers Engineering District Louisville is the contracting agency. Offerors should submit proposals in response to the solicitation number W912QR20R0005.
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D
C
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A.6
87.87.4765
B.3
C.3
AIR HANDLER
M141
GENERATOR
ROOM
M143
/A1 A-101G
A1
A-
1D
MECH &
STORAGE ENTRY
NORTHEAST
MECHANICAL
ROOMS
M140
1b
1b
1b
9' -0
2"
6' -6
4"
10' - 0" 13' - 10"
7' - 4" 1' - 4"
6' - 2"
SERVER FLOOR
C-1
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BIM 360://SCC - Scott AFB/Wlp_Arch_Central_2018_SCC-077559.rvt
4/13/2020 3:32:13 PM
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MAINTAIN 1-HOUR FIRE SEPARATION. SEE SHEET MD103 FOR
MORE INFORMATION.
1/8" = 1'-0"A1
MAIN LEVEL FLOOR PLAN - AREA A
BASE BID
1. SEE INTERIOR FINISH PLANS FOR LOCATIONS OF TACK BOARDS,
MARKER BOARDS, ACOUSTICAL WALL PANELS AND OTHER
WALL MOUNTED DEVICES. PROVIDE BLOCKING AS NOTED ON
SHEET A-003.
2. EXISTING SERVER FLOOR CLEAN AGENT FIRE EXTINGUISHERS
AND BRACKETS TO BE GOVERNMENT FURNISHED-
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BIM 360://SCC - Scott AFB/Wlp_Arch_Central_2018_SCC-077559.rvt
4/13/2020 3:32:19 PM
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131 INFILL OPENING OF REMOVED DOORS. MATCH EXISTING
CONSTRUCTION
136 INFILL WINDOW AND TRANSACTION BOX OPENINGS WITH
BRICK TO MATCH ADJACENT.
143 INFILL APPROXIMATELY 21'-0" X 2'-6" OPENING FROM DUCT
DEMOLITION WITH PARTITION TYPE 1r CONSTRUCTION TO
MAINTAIN 1-HOUR FIRE SEPARATION. SEE SHEET MD103 FOR
MORE INFORMATION.
1. SEE INTERIOR FINISH PLANS FOR LOCATIONS OF TACK BOARDS,
MARKER BOARDS, ACOUSTICAL WALL PANELS AND OTHER
WALL MOUNTED DEVICES. PROVIDE BLOCKING AS NOTED ON
SHEET A-003.
2. EXISTING SERVER FLOOR CLEAN AGENT FIRE EXTINGUISHERS
AND BRACKETS TO BE GOVERNMENT FURNISHED-
CONTRACTOR INSTALLED IN LOCATIONS DIRECTED BY GOVT.
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A1 A-314
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SHEET ID
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GENERAL NOTES:
BIM 360://SCC - Scott AFB/Wlp_Arch_Central_2018_SCC-077559.rvt
4/13/2020 3:32:26 PM
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0 8' 16' 32'
1/8" = 1'-0"A1 MAIN LEVEL FLOOR PLAN - AREA C
136 INFILL WINDOW AND TRANSACTION BOX OPENINGS WITH
BRICK TO MATCH ADJACENT.
143 INFILL APPROXIMATELY 21'-0" X 2'-6" OPENING FROM DUCT
DEMOLITION WITH PARTITION TYPE 1r CONSTRUCTION TO
MAINTAIN 1-HOUR FIRE SEPARATION. SEE SHEET MD103 FOR
MORE INFORMATION.
1. SEE INTERIOR FINISH PLANS FOR LOCATIONS OF TACK BOARDS,
MARKER BOARDS, ACOUSTICAL WALL PANELS AND OTHER
WALL MOUNTED DEVICES. PROVIDE BLOCKING AS NOTED ON
SHEET A-003.
2. EXISTING SERVER FLOOR CLEAN AGENT FIRE EXTINGUISHERS
AND BRACKETS TO BE GOVERNMENT FURNISHED-
CONTRACTOR INSTALLED IN LOCATIONS DIRECTED BY GOVT.
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2Q R
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ELECTRIC ROOM
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STORAGE
C-19
OFFICE
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TELEPHONE
FRAME ROOM
C-17
TRANSFORMER
M104
NORTHWEST
MECHANICAL
ROOM
M103
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/A1 A-101F
/A1 A-101E
8B
8D
E
D
C
B
A.6
C.7
D.6
B.3
C.3
4s
A-500 A9
CORRIDOR
1' - 8"
3' - 4"
MECH.
M206
MECH PLENUM
M207
BREAK
118A
ELECTRIC ROOM
M105
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1a
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M206
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1b
12' - 0" 7' - 0" 6' - 0 5/8"
8' -5
A-500 E1
A-420 A1
C -1
B
C -1
9A
NOTE:
NO CONSTRUCTION OR DEMOLITION IN
STORAGE C-19 OR OFFICE C-19A DUE TO
ASBESTOS CONTAINING MASTIC BELOW
12"x12" FLOOR TILE. DO NOT DISTURB
WITHOUT ADEQUATE PRECAUTIONS.
C-17
M
KEY PLAN
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AREA D
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US Army Corps of Engineers ®
SHEET ID
U S
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REFERENCE KEYNOTES:
GENERAL NOTES:
BIM 360://SCC - Scott AFB/Wlp_Arch_Central_2018_SCC-077559.rvt
4/13/2020 3:32:33 PM
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0 8' 16' 32'
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131 INFILL OPENING OF REMOVED DOORS. MATCH EXISTING
CONSTRUCTION
143 INFILL APPROXIMATELY 21'-0" X 2'-6" OPENING FROM DUCT
DEMOLITION WITH PARTITION TYPE 1r CONSTRUCTION TO
MAINTAIN 1-HOUR FIRE SEPARATION. SEE SHEET MD103 FOR
MORE INFORMATION.
1. SEE INTERIOR FINISH PLANS FOR LOCATIONS OF TACK BOARDS,
MARKER BOARDS, ACOUSTICAL WALL PANELS AND OTHER
WALL MOUNTED DEVICES. PROVIDE BLOCKING AS NOTED ON
SHEET A-003.
2. EXISTING SERVER FLOOR CLEAN AGENT FIRE EXTINGUISHERS
AND BRACKETS TO BE GOVERNMENT FURNISHED-
CONTRACTOR INSTALLED IN LOCATIONS DIRECTED BY GOVT.
AM
EN
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2Q R
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ROOM
M103
COOLING TOWER
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GENERATOR
ROOM
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ELECTRICAL
SWITCHGEAR /
MECH.
M101
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KEY PLAN
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SHEET ID
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05GENERAL NOTES:
BIM 360://SCC - Scott AFB/Wlp_Arch_Central_2018_SCC-077559.rvt
4/13/2020 3:32:38 PM
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1. SEE INTERIOR FINISH PLANS FOR LOCATIONS OF TACK BOARDS,
MARKER BOARDS, ACOUSTICAL WALL PANELS AND OTHER
WALL MOUNTED DEVICES. PROVIDE BLOCKING AS NOTED ON
SHEET A-003.
2. EXISTING SERVER FLOOR CLEAN AGENT FIRE EXTINGUISHERS
AND BRACKETS TO BE GOVERNMENT FURNISHED-
CONTRACTOR INSTALLED IN LOCATIONS DIRECTED BY GOVT.
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STORAGE
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MCCC OPEN
OFFICES
MCCC PRIVATE
OFFICE
MCCC PRIVATE
OFFICE
COMM FOCAL PT
COMM FOCAL PT
LEADERSHIP
COMM FOCAL PT
LEADERSHIP
TECH CONTROL
FACILITY
MANAGEMENT
SUPPORT
FACILITY
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STORAGE
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COMM ROOM
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LEADERSHIP
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STORAGE
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D
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F.9
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F.3
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15' - 9" 20' - 4 3/8" 28' - 11 5/8" 38' - 0" 28' - 10" 17' - 3" 5' - 6 5/8"
156' - 0"
6' - 0" 8' - 8" 8' - 4" 9' - 0" 6' - 0" 58' - 0" 3' - 4" 28' - 8" 6' - 0" 22' - 0"
6' - 8" 6' - 4" 3' - 8"
3' - 4"
1' - 8"
3' - 4"
6' -0
4"
6' -0
8'
-8
4" 2'
-8
1' -8
4'
-8
0" 4'
-0
8' -8
6'
-0
6' - 0" 115' - 4" 2' - 8" 4' - 0" 6' - 0" 22' - 0"
5/
8" 8'
-8 3/
8"
3"
9' -4
9'
-4
9' -4
9'
-4
7' -1
1"
48' - 8" 14' - 0" 21' - 0" 10' - 1 3/4" 10' - 4 1/4" 27' - 9" 22' - 9 5/8"
8' -1
5/ 8"
9' -6
0"
8' -8
3/ 8"
9' -6
8"
3/
8"
1/ 4"
3/
8"
6"
4"
2"
A-420 G1
8"
5/ 8"
6' -0
2' -0
2'
-8
2' -0
6' -0
0"
48' - 8" 32' - 0" 18' - 0" 9' - 10" 9' - 10" 13' - 9 3/8"
1a1a
1a
1a
1a
1a
1a
2s
1s
1a
1a
1a
1a
1a 1a
MECH.
M206
MECH PLENUM
M207
BREAK
118A
A-201 C9
A-201 A9
1a
4B
L4
L5
L3
L3
DN
A6 A-314
1a
1a
W2
S1
1a1a
1a
1a1a
1a
1a
1a
A-430 F4
1' - 4" 8'
-1
5/ 8"
3' -6
6"
L6
L7
L7
8A
3' -4
3'
-4
9' -4
3' - 8"
C -1
H
M222
M206
1a1a
1a
1a
1a
1s
1a
1a
1a
6' - 8 5/8" 8' - 3" 21' - 2 3/8" 3' - 0" 5' - 10" 20' - 1 5/8" 4' - 0"
8' - 10"
1b
8' -9
5'
-5
2' -1
0"
14' - 1" 14' - 7"
R = 4' - 10" TYP.
6' -0
6'
-8
1' -2
1a
1a
1a
1a
8' - 10"
14' - 3" 14' - 7"
9' -5
1a1a
1a
1a
1a
1a
1b
12' - 0" 7' - 0" 6' - 0 5/8"
8' -5
45.00°
13' - 9" 3' - 3"
6' - 0"A-500 C1
A-500 E4
A-500 E1
A-540 E4
A-420 A1
A-540 E4
2" C
LE
AR
16' - 1" CLEAR
9" C
LE
AR
1"
6"
M
KEY PLAN
AREA A
AREA BAREA C
AREA D
AREA E
AREA F
US Army Corps of Engineers ®
SHEET ID
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GENERAL NOTES:
BIM 360://SCC - Scott AFB/Wlp_Arch_Central_2018_SCC-077559.rvt
4/13/2020 3:32:51 PM
A-101F
M
AI
N
LE
VE
L
FL
O
O R
PL
AN
-A R
EA
F
-B A
SE
BI
D
C .D
EV
IS
SE
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M .W
IL
KI
N S
W .T
O N
G
AY
C .D
EV
IS
SE
R
NORTH
0 8' 16' 32'
1/8" = 1'-0"A1 MAIN LEVEL FLOOR PLAN - AREA F
102 DRINKING FOUNTAIN
109 ROOF ACCESS LADDER W/ ACCESS HATCH ABOVE.
143 INFILL APPROXIMATELY 21'-0" X 2'-6" OPENING FROM DUCT
DEMOLITION WITH PARTITION TYPE 1r CONSTRUCTION TO
MAINTAIN 1-HOUR FIRE SEPARATION. SEE SHEET MD103 FOR
MORE INFORMATION.
1. SEE INTERIOR FINISH PLANS FOR LOCATIONS OF TACK BOARDS,
MARKER BOARDS, ACOUSTICAL WALL PANELS AND OTHER
WALL MOUNTED DEVICES. PROVIDE BLOCKING AS NOTED ON
SHEET A-003.
2. EXISTING SERVER FLOOR CLEAN AGENT FIRE EXTINGUISHERS
AND BRACKETS TO BE GOVERNMENT FURNISHED-
CONTRACTOR INSTALLED IN LOCATIONS DIRECTED BY GOVT.
AM
EN
D
M
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T 0 0
AP
R
W
2Q R
R
_P
LA
N S-
AIR HANDLER
M141
GENERATOR
ROOM
M143
STORAGE
STAGING
FABRICATION
135LOADING DOCK
66' - 8"
8"
0"
8"
A1
A-
1D
134B
4C
134A
3A 1b
1b
1b
MECH &
STORAGE ENTRY
NORTHEAST
MECHANICAL
ROOMS
M1404s
1b
1b
1b
A-410 E1
A-410 F5
133B
9' -0
2"
6' -6
4"
10' - 0" 13' - 10"
A7 A-313
A5 A-313
A2 A-313
28' - 0" 20' - 11" 12' - 10 5/8"
61' - 9 5/8"
D
C
B
A.6
87.87.4765
B.3
C.3
38' - 10" 7' - 4"
1' - 4"
6' - 2"
4s 1b
4s
4s
SERVER FLOOR
C-1
6' - 1 5/8" 13' - 10"
5"
1"
6' - 0" 23' - 6" 2' - 0" 1' - 2"
6' - 0"
28' - 0" 38' - 8" 53' - 8"
6' -0
7'
-8
2' -0
6'
-0
3' -4
3'
-8
3' - 4" 12' - 0" 5' - 4"
3' - 4" 4' - 0" 1' - 2" 20' - 11" 4' - 10" 10' - 7" 1' - 2"
C-1E
1b
1b
L1
L1
DN
DN
DN
133133
/A1 A-101B/ A1
A-
1C
MATCHLINE
M
AT
C H
LI
N
E M
AT
C
H
LI
N E
DN
UP
UP
DN
UP
5 5
133133
GENERATOR
ROOM
M143
A9 A-312
A8 A-314 A4
A-314
M143
9' -6
5/ 8"
9' -3
5/ 8"
8' - 0"
3' - 6"
A-500 A1
A-500 C4
MECH.
M1491b
1b
4" 6'
-4 "M149
L9
A-410 E8
M140
ELEC.
M133
STORAGE
KEY PLAN
AREA A
AREA BAREA C
AREA D
AREA E
AREA F
US Army Corps of Engineers ®
SHEET ID
U S
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GENERAL NOTES:
BIM 360://SCC - Scott AFB/Wlp_Arch_Central_2018_SCC-077559.rvt
4/13/2020 3:32:56 PM
A-101G
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1/8" = 1'-0"A1
MAIN LEVEL FLOOR PLAN - AREA A
INDUSTRIAL ADDITION BID OPTION
NORTH
0 8' 16' 32'
131 INFILL OPENING OF REMOVED DOORS. MATCH EXISTING
CONSTRUCTION
132 DOCK LIFT
133 BOLLARDS, SEE CIVIL DWGS.
1. SEE INTERIOR FINISH PLANS FOR LOCATIONS OF TACK BOARDS,
MARKER BOARDS, ACOUSTICAL WALL PANELS AND OTHER
WALL MOUNTED DEVICES. PROVIDE BLOCKING AS NOTED ON
SHEET A-003.
2. EXISTING SERVER FLOOR CLEAN AGENT FIRE EXTINGUISHERS
AND BRACKETS TO BE GOVERNMENT FURNISHED-
CONTRACTOR INSTALLED IN LOCATIONS DIRECTED BY GOVT.
AM
EN
D
M
EN
T 0 0
AP
R
W
2Q R
R
_P
LA
N S-
MAIN LEVEL
100' - 0"
C
MCCC
CONFERENCE
ROOM
FACE BRICK VENEER
PRE-FIN. METAL COPING
6" MTL. STUDS @ 16" O.C. (MIN.
18 GA.)
CEILING AS SCHEDULED
WEEP VENTS @ 24" O.C.
MASONRY TIES @ 16" O.C.
5/8" GYP. BD.
BASE AS SCHEDULED
STEEL FRAMING - SEE
STRUCTURAL DRAWINGS
2" SPRAY FOAM INSULATION
(R-13)
ALUM. FACED POLYISO "1.5"
RIGID INSULATION (R-7.5)
SEAL GAPS AND EDGES
W/ELASTOMERIC SPRAY
FLASHING/SEALANT BY INSUL.
MFR."
APPROXIMATE LOCATION OF
GRADE
CONC. FLOOR SLAB - FINISH
AS SCHEDULED, SEE
STRUCTURAL
METAL ROOF DECK - SEE
STRUCTURAL DRAWINGS
5" RIGID INSUL.
MECHANICALLY FASTENED TO
METAL DECK (R-30)
TAPERED INSUL.
CONC. FOOTING - SEE
STRUCT.
MODIFIED BITUMEN ROOFING
SYSTEM OVER COVER BOARD
A-320 A2
A-320 E8
STEEL FRAMING - SEE
STRUCTURAL DRAWINGS
T.O. MASONRY
117' - 4"
7/16" FRT OSB SHEATHING
MODIFIED BITUMEN ROOFING
SYSTEM OVER COVER BOARD
WEEP VENTS @ 24" O.C.
FILL VOIDS WITH 5" THICK MIN.
SPRAY FOAM INSULATION TO
COMPLETE AIR AND THERMAL
BARRIER
5/8" GLASS MAT GYPSUM
SHEATHING
7/16" FRT OSB SHEATHING
INFILL TRACK BETWEEN
STUDS FOR INSULATION
BLOCK.
1/2" SEALANT WITH
COMPRESSIBLE FILLER
CONC. WALK - SEE CIVIL
DRAWINGS
SELF ADHERING VAPOR
BARRIER (SHOWN DASHED)
2" RIGID INSULATION
3" RIGID INSULATION - EXTEND
24" FROM WALL
MAIN LEVEL
100' - 0"
VESTIBULE
ENTRY CONTROL
FACE BRICK VENEER
PRE-FIN. METAL COPING
6" MTL. STUDS @ 16" O.C. (MIN.
18 GA.)
CEILING AS SCHEDULED
METAL DRIP EDGE
DRAINAGE MATERIAL
WEEP VENTS @ 24" O.C.
MASONRY TIES @ 16" O.C.
2" SPRAY FOAM INSULATION
(R-13)
ALUM. FACED POLYISO "1.5"
RIGID INSULATION (R-7.5) SEAL
GAPS AND EDGES
W/ELASTOMERIC SPRAY
FLASHING/SEALANT BY INSUL.
MFR."
CONC. WALK - SEE CIVIL
DRAWINGS
METAL ROOF DECK - SEE
STRUCTURAL DRAWINGS
5" RIGID INSUL.
MECHANICALLY FASTENED TO
METAL DECK (R-30)
CONC. FOOTING - SEE
STRUCT.
5/8" GYP. BD.
3 5/8" METAL STUDS @ 16" O.C.
MAX.
5/8" GYP. BD.
ALUMINUM WINDOW SYSTEM
WEEP VENTS @ 24" O.C.
A-320 E6
A-320 A8
E9 A-602
T.O. MASONRY
117' - 4"
FILL VOIDS WITH 5" THICK MIN.
SPRAY FOAM INSULATION TO
COMPLETE AIR AND THERMAL
BARRIER
INFILL TRACK BETWEEN
STUDS FOR INSULATION
BLOCK.
7/16" FRT OSB SHEATHING
A-603 F8
5/8" GLASS MAT GYPSUM
SHEATHING
MODIFIED BITUMEN ROOFING
SYSTEM OVER COVER BOARD
0" 7'
-4
1/2" SEALANT WITH
COMPRESSIBLE FILLER
SELF ADHERING VAPOR
BARRIER (SHOWN DASHED)
2" RIGID INSULATION
3" RIGID INSULATION - EXTEND
24" FROM WALL
6B R
-6
JT
1' -4
1B R
-2
JT
3"
BR
-1
1J T
5' -9
3/ 8"
7' -4
3/ 8"
5"
SL
O
PE
1"
TOP OF LEDGE
EL: 0' - 0"
TOP OF CONC.
EL: 7' - 3 3/4"
6"8"
1' - 2"
PRECAST STONE CAP W/2 WAY
SLOPE & 3/8" MORTAR JOINTS.
ANCHOR TO CONC. WALL
STRUCTURE W/ STEEL DOWEL
RODS.
BRICK VENEER W/SINGLE
WIRE (W1.7) HORIZONTAL
JOINT REINFORCING AT 16"
O.C. VERTICALLY. INSTALL
REVEAL COURSES AND
PANELS AS SHOWN ON
ELEVATION DRAWINGS.
PROVIDE SOLID BRICK
COURSE BELOW REVEALED
BRICK COURSE THROUGHOUT.
ALL MORTAR JOINTS TO BE
3/8" TYP. INSTALL WEEP
HOLES 4'-0" O.C. AT BASE
COURSE, TYPICAL.
DOVETAIL ANCHOR SLOTS
1"Wx1"D @ 16" O.C. WITH
SEISMIC DOVETAIL ANCHOR
TIES INTEGRAL WITH JOINT
REINFORCEMENT @ 16" O.C.
VERTICALLY. INSTALL SLOT
FULL HEIGHT OF WALL FROM
6" ABOVE BRICK LEDGE.
PROVIDE SLOT 4" EACH SIDE
OF MASONRY EXPANSION
JOINTS LOCATIONS.
REINFORCED CONC. WALL
STRUCTURE. SEE STRUCT.
DWGS. FOR STEEL REINF.,
STEEL CABLE WIRE AND
SUPPORTS.
3/4" CHAMFER @ BRICK LEDGE
- CONTINUOUS.
FINISH GRADE - 1" MINIMUM
BELOW TOP OF LEDGE TYP. 4"
MAXIMUM BELOW TOP OF
LEDGE TYP.
CONCRETE FOOTING - SEE
STRUCT. DWGS.
NOTE: SEE CIVIL DRAWINGS FOR
LOCATION OF DUMPSTER ENCLOSURE.
REINFORCED CONCRETE
SLAB - SEE CIVIL
US Army Corps of Engineers ®
SHEET ID
U S
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BIM 360://SCC - Scott AFB/Wlp_Arch_Central_2018_SCC-077559.rvt
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A-311
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1/2" = 1'-0"A9 WALL SECTION
1/2" = 1'-0"A3 WALL SECTION
1/2" = 1'-0"A1 WALL SECTION
AM
EN
D
M
EN
T 0 0
AP
R
W
2Q R
R
_P
LA
N S-
LOADING DOCK
FACE BRICK VENEER
METAL DRIP EDGE
DRAINAGE MATERIAL
WEEP VENTS @ 24" O.C.
MASONRY TIES @ 16" O.C.
BASE AS SCHEDULED
CONC. FLOOR SLAB - FINISH
AS SCHEDULED, SEE
STRUCTURAL
METAL ROOF DECK - SEE
STRUCTURAL DRAWINGS
5" RIGID INSUL.
MECHANICALLY FASTENED TO
METAL DECK (R-30)
FACTORY FINISHED COILING
OVERHEAD DOOR.
WEEP VENTS @ 24" O.C.
CONC. FOOTING - SEE
STRUCT.
A-602 A9
A-320 A6
A6 A-602
HYDRAULIC LIFT W/ SAFETY
GATE
7/16" FRT OSB SHEATHING
T.O. BRICK
116' - 8"
MODIFIED BITUMEN ROOFING
SYSTEM OVER COVER BOARD
INFILL TRACK BETWEEN
STUDS FOR INSULATION
BLOCK.
FILL VOIDS WITH 5" THICK MIN.
SPRAY FOAM INSULATION TO
COMPLETE AIR AND THERMAL
BARRIER
A-320 E8 Sim
17' - 0"
STEEL FRAMING - SEE
STRUCTURAL DRAWINGS
CONCRETE FOUNDATION SLAB
FOR LIFT. SEE STRUCTURAL
DRAIN - SEE CIVIL
PAVEMENT - SEE CIVIL
CONCRETE FOUNDATION SLAB
FOR LIFT. SEE STRUCTURAL
2" RIGID INSULATION
3" RIGID INSULATION - EXTEND
24" FROM WALL
MAIN LEVEL
100' - 0"
FACE BRICK VENEER
PRE-FIN. METAL COPING
6" MTL. STUDS @ 16" O.C. (MIN.
18 GA.)
METAL DRIP EDGE
GROUT BELOW FLASHING
WEEP VENTS @ 24" O.C.
MASONRY TIES @ 16" O.C.
5/8" GYP. BD.
BASE AS SCHEDULED
2" SPRAY FOAM INSULATION
(R-13)
ALUM. FACED POLYISO "1.5"
RIGID INSULATION (R-7.5) SEAL
GAPS AND EDGES
W/ELASTOMERIC SPRAY
FLASHING/SEALANT BY INSUL.
MFR."
CONC. FLOOR SLAB - FINISH
AS SCHEDULED, SEE
STRUCTURAL
METAL ROOF DECK - SEE
STRUCTURAL DRAWINGS
5" RIGID INSUL.
MECHANICALLY FASTENED TO
METAL DECK (R-30)
CONC. FOOTING - SEE
STRUCT.
MODIFIED BITUMEN ROOFING
SYSTEM OVER COVER BOARD
WEEP VENTS @ 24" O.C.
A-320 A2
A-320 E8 Sim
INFILL TRACK BETWEEN
STUDS FOR INSULATION
BLOCK.
2" SPRAY FOAM INSULATION
(R-13)
ALUM. FACED POLYISO "1.5"
RIGID INSULATION (R-7.5)
SEAL GAPS AND EDGES
W/ELASTOMERIC SPRAY
FLASHING/SEALANT BY INSUL.
MFR."
6" MTL. STUDS @ 16" O.C.
(MIN. 18 GA.)
T.O. BRICK
116' - 8"
7/16" FRT OSB SHEATHING
FILL VOIDS WITH 5" THICK MIN.
SPRAY FOAM INSULATION TO
COMPLETE AIR AND THERMAL
BARRIER
WALL MOUNTED LIGHT -
SEE ELCTRICAL DRAWINGS
2" RIGID INSULATION
3" RIGID INSULATION - EXTEND
24" FROM WALL
MAIN LEVEL
100' - 0"
B
SERVER FLOOR
C-1
STAGING
5" RIGID INSUL.
MECHANICALLY FASTENED TO
METAL DECK (R-30)
5/8" GYP. BD.
3 5/8" METAL STUDS @ 16"
O.C. MAX.
CEILING AS SCHEDULED
A-602 G1
E1 A-602
LOWER LEVEL
93' - 10"
CURVED BRICK PANEL TO BE
REMOVED
DOOR AND FRAME AS
SCHEDULED IN EXISTING
ROUGH OPENING
UNDERSLAB VAPOR
RETARDER, SEE
STRUCTURAL.
CONCRETE STOOP TO BE
REMOVED
ACCESS FLOOR SYSTEM. SEE
STRUCTURAL
EXISTING CONC. SLAB
EXISTING STEEL BEAM
T.O. STEEL (EXIST)
116' - 6" FV
EXISTING STANDING SEAM
METAL ROOF.
MODIFIED BITUMEN ROOFING
SYSTEM OVER COVER BOARD
METAL ROOF DECK - SEE
STRUCTURAL DRAWINGS
ACCESS FLOOR SYSTEM. SEE
STRUCTURAL
CONC. FLOOR SLAB - FINISH
AS SCHEDULED, SEE
STRUCTURAL
EXISTING CONC. WALL AND
FOOTING
EXISTING CONC. WALL AND
FOOTING
F.
V.
7' -1
0"
SERVER
SUB-FLOOR
C-0
1/ 2"
US Army Corps of Engineers ®
SHEET ID
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1/2" = 1'-0"A7 WALL SECTION
1/2" = 1'-0"A5 WALL SECTION
1/2" = 1'-0"A2 WALL SECTION
AM
EN
D
M
EN
T 0 0
AP
R
W
2Q R
R
_P
LA
N S-
SELF ADHERING VAPOR
BARRIER (SHOWN DASHED)
CONC. FLOOR SLAB - FINISH
AS SCHEDULED, SEE
STRUCTURAL
COILING DOOR AND JAMB
GUIDES
DOCK LIFT W/ PLATE LIP PER
MANUFACTURER
CONC. FOOTING - SEE
STRUCT.
2" RIGID INSULATION
3" RIGID INSULATION - EXTEND
24" FROM WALL
FACE BRICK VENEER
PRE-FIN. METAL COPING
6" MTL. STUDS @ 16" O.C. (MIN.
18 GA.)
MASONRY TIES @ 16" O.C.
2" SPRAY FOAM INSULATION
(R-13)
ALUM. FACED POLYISO "1.5"
RIGID INSULATION (R-7.5) SEAL
GAPS AND EDGES
W/ELASTOMERIC SPRAY
FLASHING/SEALANT BY INSUL.
MFR."
METAL ROOF DECK - SEE
STRUCTURAL DRAWINGS
WEEP VENTS @ 24" O.C.
PROVIDE METAL STUD
BLOCKING AND 4" MIN. SPRAY
- FOAM INSULATION AT
INTERSECTION OF ROOF TO
VERTICAL WALL, TYP.
T.O. MASONRY
117' - 4"
7/16" FRT OSB SHEATHING
STEEL FRAMING - SEE
STRUCTURAL DRAWINGS
MODIFIED BITUMEN ROOFING
SYSTEM OVER COVER BOARD
CONT. CANT STRIP
5" RIGID INSUL.
MECHANICALLY FASTENED TO
METAL DECK (R-30)
5/8" GLASS MAT GYPSUM
SHEATHING
5/8" 6" 1/2"
1 1/2"
2 1/2"
3 5/8" 1' - 2"
MAIN LEVEL
100' - 0"
CONC. WALK - SEE CIVIL
DRAWINGS
SELF ADHERING VAPOR
BARRIER (SHOWN DASHED)
CONC. FLOOR SLAB - FINISH
AS SCHEDULED, SEE
STRUCTURAL
ALUMINUM WINDOW SYSTEM
1/2" SEALANT WITH
COMPRESSIBLE FILLER
CONC. FOOTING - SEE
STRUCT.
CONT. SEALANT AND BACKER
ROD
CONT. SEALANT AND BACKER
ROD
FACTORY FINISHED THRU
WALL FLASHING WITH 2" HIGH
END DAMS SET IN CONT.
SEALANT
2" RIGID INSULATION
3" RIGID INSULATION - EXTEND
24" FROM WALL
MAIN LEVEL
100' - 0"
METAL DRIP EDGE
GROUT BELOW FLASHING
WEEP VENTS @ 24" O.C.
BASE AS SCHEDULED
CONC. FLOOR SLAB - FINISH
AS SCHEDULED, SEE
STRUCTURAL
CONC. FOOTING - SEE
STRUCT.
MASONRY TIES @ 16" O.C.
FACE BRICK VENEER
6" MTL. STUDS @ 16" O.C. (MIN.
18 GA.)
2" SPRAY FOAM INSULATION
(R-13)
ALUM. FACED POLYISO "1.5"
RIGID INSULATION (R-7.5) SEAL
GAPS AND EDGES
W/ELASTOMERIC SPRAY
FLASHING/SEALANT BY INSUL.
MFR."
DRAINAGE MATERIAL
5/8" GYP. BD.
SELF ADHERING VAPOR
BARRIER (SHOWN DASHED)
SELF-ADHERED THRU-WALL
MEMBRANE FLASHING
1/2" SEALANT WITH
COMPRESSIBLE FILLER
CONC. WALK - SEE CIVIL
DRAWINGS
"M
IN
ELASTOMERIC SPRAY
FLASHING/SEALANT BY INSUL.
MFR.
5/8" 6" 5/8" 1 1/2"
2 1/4"
3 5/8"
1' - 2"
GALV. TERMINATION BAR
FASTENED @ 8" O.C
GRADE VARIES AT
INDUSTRIAL ADDITION -
SEE CIVIL AND
STRUCTURAL DRAWINGS.
2" RIGID INSULATION
3" RIGID INSULATION - EXTEND
24" FROM WALL
FACE BRICK VENEER
PRE-FIN. METAL COPING
CONT. CANT STRIP
STEEL FRAMING - SEE
STRUCTURAL DRAWINGS
MASONRY TIES @ 16" O.C.
FILL VOIDS WITH 5" THICK MIN.
SPRAY FOAM INSULATION TO
COMPLETE AIR AND THERMAL
BARRIER
WEEP VENTS @ 24" O.C.
T.O. MASONRY
116' - 8" OR 117' - 4"
7/16" FRT OSB SHEATHING
INFILL TRACK BETWEEN
STUDS FOR INSULATION
BLOCK.
ALUM. FACED POLYISO "1.5"
RIGID INSULATION (R-7.5)
SEAL GAPS AND EDGES
W/ELASTOMERIC SPRAY
FLASHING/SEALANT BY INSUL.
MFR."
STEEL FRAMING - SEE
STRUCTURAL DRAWINGS
2" SPRAY FOAM INSULATION
(R-13)
6" MTL. STUDS @ 16" O.C.
(MIN. 18 GA.)
5/8" GYP. BD.
METAL ROOF DECK - SEE
STRUCTURAL DRAWINGS
5" RIGID INSUL.
MECHANICALLY FASTENED TO
METAL DECK (R-30)
TAPERED INSUL.
MODIFIED BITUMEN ROOFING
SYSTEM OVER COVER BOARD
5/8" GLASS MAT GYPSUM
SHEATHING
SEALANT OVER
COMPRESSIBLE FILLER
SELF ADHERED MEMBRANE FLASHING,
LAP 4" OVER PARAPET MEMBRANE
AND LAP 4" ONTO FACE OF WALL
INSULATION BOARD
MODIFIED BITUMEN PARAPET
FLASHING MEMBRANE
5/8" 6"
5/8"
1 1/2"
2 3/8"
3 5/8"
1' - 2"
MAIN LEVEL
100' - 0"
BASE AS SCHEDULED
CONC. FLOOR SLAB - FINISH
AS SCHEDULED, SEE
STRUCTURAL
UNDERSLAB VAPOR
RETARDER, SEE
STRUCTURAL.
ACCESS FLOOR SYSTEM. SEE
STRUCTURAL
ACCESS FLOOR SYSTEM. SEE
STRUCTURAL
FURRED PARTITION
(BEYOND)
DOOR AND FRAME - REF.
DOOR SCHEDULE
EXISTING CONC. WALL AND
FOOTING
1/2" SEALANT WITH
COMPRESSIBLE FILLER
THRESHOLD SET IN BED OF
SEALANT
US Army Corps of Engineers ®
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1 1/2" = 1'-0"A6 FOOTING DETAIL
1 1/2" = 1'-0"E6 PARAPET DETAIL
1 1/2" = 1'-0"A8 FOOTING DETAIL
1 1/2" = 1'-0"A2 FOOTING DETAIL
1 1/2" = 1'-0"E8 PARAPET DETAIL
1 1/2" = 1'-0"E2 DETAIL
AM
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3' -6
1'
-0
1' -1
0"
5' -0
5' - 0"
1'-4" - 1' - 6"
1' -6
3' - 0" 6"
2' -1
0"
1' - 10"
1' - 0"
3' - 6" GB
1' -0
4'
-1 0"
1' -0
To p of Pa rti tio n
6' -1
0"
J B
C1
B
J
AWOMEN'S
ONLY
6" 3' - 0"
8"
8"
1'-4" - 1' - 6"
A
C2
J
A
B
C2
C1
WOMEN'S
ONLY
C1
C2
3' - 0"
1' - 6"
1' - 6"
5' -0
1' -1
0"
1' -3
1' -0
4' -1
0" 1'
-0
6' -1
0"
A
H
WOMEN'S
ONLY
WOMEN'S
ONLY
8"
8"
B
H
A
B
AH
B
1' - 10"
MEN
WOMEN
JANITOR
4A
D
0.3
C.7
EE
2' -0
5'
-6
1" 5'
-5
3' - 4" 3' - 0" 7' - 6" 6' - 0 3/8"
4B
M
D D
J J
H
H
L L
9' - 2" 1' - 4"
9' - 4 3/8"
R
C2
R
A1
B
B1A
B1
H
S
S
S
S
S
C1
R
3' - 6" 16' - 3 1/8"
R1 R1 R1 R1FF F F F
H R
A1
A1
HS
S
H
R
A1
S
F
F
R1
A-420 B8
A-420 A8
2' -1
0"
5' -6
3' - 10"
A B
C1 D E H J
N
WOMEN'S
ONLY
1' -2
STAINLESS
STEEL WALL
GUARD - SEE
PLUMBING
F
RECESSED
COMBINATION TOILET
PAPER AND SEAT
COVER DISPENSER
COMBINATION TOILET
PAPER AND SEAT COVER
DISPENSER WITH
SANITARY NAPKIN
DISPOSAL
GRAB BARS URINAL ADULT STD. ADULT
ACCESSIBLE
MOP RACK
CLEAR NO MOUNTING
AREA UNLESS FULLY
RECESSED (EXCEPTION:
VERTICAL GRAB BAR)
1' -0
1/
2"
1/
2"
COMBO PAPER TOWEL
DISPENSER / WASTE
RECEPTACLE
M
AX
4' -0
R
TOILET
PARTITION
WALL
P Q
NOT
USED
S
TOILET
PARTITION
DOOR
T
URINAL
SCREEN
WALL
1' -0
5' -4
1' -0
3' -6
1' -0
6' -6
32" ADA
24" REG.
36" REAR
HORIZONTAL
C2 42" SIDE
HORIZONTAL
K
AC
C
ES
SI
BL
E
2' -0
1' -3
1' -6
M
MOP SINK
R1 U V W
3-STATION
LAVATORY WITH
SOAP DISPENSER
2' -9
1/ 2"
7' - 6"
3' -7
1/ 4"
3' -7
1/ 4"
"M
AX
3' -3
3'
-0
CENTER ON LAVS
7' - 6"
MIRROR
L
TO
R
EF
LE
C
TI
VE
ED
G E
A1
COMBINATION
TOILET PAPER
AND SEAT COVER
DISPENSER
3' -7
1/ 4"
B1 WOMEN'S
ONLY
RECESSED COMBINATION
TOILET PAPER AND SEAT
COVER DISPENSER WITH
SANITARY NAPKIN
DISPOSAL
3' -7
1/ 4"
C3
NOT
USED
NOT
USED
NOT
USED
NOT
USED
NOT
USED
NOT
USED
NOT
USED
NOT
USED
M
8' -5
7' - 0"
3' - 10"
8B
JANITOR
118B
US Army Corps of Engineers ®
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1/4" = 1'-0"C6 TYPICAL ACCESSIBLE TOILET STALL
1/4" = 1'-0"A6 TYPICAL TOILET STALL
1/4" = 1'-0"G1 ENLARGED RESTROOM PLAN
1/4" = 1'-0"
TYP. RESTROOM ACCESSORY ELEV.
1/4" = 1'-0"A1 ENLARGED JANITOR'S CLOSET PLAN
1/4" = 1'-0"B8 ELEVATION @ MEN 103 - E
1/4" = 1'-0"A8 ELEVATION @ WOMEN 104 - W
AM
EN
D
M
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T 0 0
AP
R
W
2Q R
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LA
N S-
FLUSH SOLID
CORE WOOD
(STAIN/VARNISH)
SEE
SCHEDULE
SE
E
SC
H
ED
U
LE
A
SEE
SCHEDULE
SE
E
SC
H
ED
U
LE
FLUSH SOLID CORE
WOOD W/ VISION
PANEL(STAIN/VARNISH)
B
SEE
SCHEDULE
SE
E
SC
H
ED
U
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HOLLOW METAL
(PAINT)
C
GT-2
D
SEE
SCHEDULE
SE
E
SC
H
ED
U
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ALUMINUM
E
SEE
SCHEDULE
SE
E
SC
H
ED
U
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INSULATED ALUMINUM
COILING OVERHEAD
INSULATING GLASS
TEMPERED GLASS
LAMINATED SECURITY GLAZING
INSULATING FROSTED GLASS
DOOR & WINDOW GLAZING TYPES
GT-1
GT-2
GT-3
GT-4
F
FLUSH SOLID CORE WOOD
W/ 8"X8" LOUVER
(STAIN/VARNISH)
SEE
SCHEDULE
SE
E
SC
H
ED
U
LE
3' - 0"
NOTE:
1. COORDINATE FRAME PREP. AND CONDUIT ROUTING
FOR DOOR CONTACTS; SEE ELEC. DWGS. FOR
LOCATIONS.
2. SEE STRUCTURAL DRAWINGS FOR MAKEUP OF
GLAZING AND STRUCTURAL FRAME REQUIREMENTS.
GT-2
GT-4 (EXTERIOR)
(INTERIOR)
2" SEE
SCHEDULE 2"
SE
E
SC
H
ED
U
LE
2"
HOLLOW METAL
(PAINT)
2" SEE
SCHEDULE 2"
SE
E
SC
H
ED
U
LE
4"
HOLLOW METAL
(PAINT)
ALUMINUM
(PRE-FINISHED)
2" SEE SCHEDULE 2"
SE
E
SC
H
ED
U
LE
4"
GT-2
SE
E
SC
H
ED
U
LE
2"
2"
SCHEDULE
SEE
2"
1' - 6" 2"
HOLLOW METAL
(PAINT)
GT-2
SEE STOREFRONT
TYPE S2 FOR
SURROUNDING FRAME.
GT-4
GT-4
GT-4
0" 1'
-4
2' - 0"
8" 1'
-0
1' - 0"
C O
O R
D .W
/M E
C H
.D W
G S.
8' -2
3/ 4"
O R
0" 2'
-8
2' - 8"
8' -8
2'
-0
4' - 0"
0" 2'
-8
4' - 8"
FR
AM
E D
ET
AI
LS HEAD
JAMB
SILL
L1 ALUMINUM LOUVER
F3/A-603 D3/A-603
B3/A-603 FR
AM
E
D
ET
AI
LS HEAD
JAMB
SILL
L2 ALUMINUM LOUVER
F3/A-603 D3/A-603
B3/A-603 FR
AM
E
D
ET
AI
LS HEAD
JAMB
SILL
L3 ALUMINUM LOUVER
F3/A-603 D3/A-603
B3/A-603 FR
AM
E
D
ET
AI
LS HEAD
JAMB
SILL
L4 ALUMINUM LOUVER
F3/A-603 D3/A-603
B3/A-603 FR
AM
E
D
ET
AI
LS HEAD
JAMB
SILL
L5 ALUMINUM LOUVER
F3/A-603 D3/A-603 B3/A-603
0" 1'
-4
1' - 4"
C O
O R
D .W
/M E
C H
.D W
G S.
9' -6
3/ 4"
O R
0" 2'
-0
2' - 8"
FR
AM
E D
ET
AI
LS HEAD
JAMB
SILL
L6 ALUMINUM LOUVER
F3/A-603 D3/A-603
B3/A-603 FR
AM
E
D
ET
AI
LS HEAD
JAMB
SILL
L7 ALUMINUM LOUVER
F3/A-603 D3/A-603 B3/A-603
9' -0
2'
-0
2' - 8"
FR
AM
E D
ET
AI
LS HEAD
JAMB
SILL
L8 ALUMINUM LOUVER
F3/A-603 D3/A-603 B3/A-603
3' -0
4'
-0
2' - 6"
GT-2
TRANSACTION
WINDOW W/ VOICE
US Army Corps of Engineers ®
SHEET ID
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BIM 360://SCC - Scott AFB/Wlp_Arch_Central_2018_SCC-077559.rvt
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A-601
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DOOR SCHEDULE - BASE BID
DOOR DOOR PANEL FRAME DOOR DETAILS FIRE
RATING
STC
RATING REMARKSNO. WIDTH HEIGHT TYPE TYPE HEAD JAMB SILL
100 PR 3' - 0" 7' - 0" D S1 G6 / A-602 E6 / A-602 C6 / A-602 30
101 PR 3' - 0" 7' - 0" A 1 G4 / A-602 E4 / A-602 C4 / A-602 30
101A 3' - 0" 7' - 0" A 1 G4 / A-602 E4 / A-602 C4 / A-602 30 103 3' - 0" 7' - 0" F 1 G4 / A-602 E4 / A-602 C4 / A-602 40
104A 3' - 0" 7' - 0" F 1 G4 / A-602 E4 / A-602 C4 / A-602 40 104B 3' - 0" 7' - 0" F 1 G4 / A-602 E4 / A-602 C4 / A-602 -- 105 3' - 0" 7' - 0" A 1 G4 / A-602 E4 / A-602 C4 / A-602 -- 106 3' - 0" 7' - 0" B 4 G4 / A-602 E4 / A-602 C4 / A-602 40 1 107 3' - 0" 7' - 0" A 1 G4 / A-602 E4 / A-602 C4 / A-602 40
107A 3' - 0" 7' - 0" A 1 G4 / A-602 E4 / A-602 C4 / A-602 40 108 3' - 0" 7' - 0" B 4 G4 / A-602 E4 / A-602 C4 / A-602 40 1 109 3' - 0" 7' - 0" B 4 G4 / A-602 E4 / A-602 C4 / A-602 40 1 110 3' - 0" 7' - 0" C 2 G9 / A-602 E9 / A-602 C9 / A-602 50
111A 3' - 0" 7' - 0" A 1 G4 / A-602 E4 / A-602 C4 / A-602 40 111B 3' - 0" 7' - 0" A 1 G4 / A-602 E4 / A-602 C4 / A-602 40 112 3' - 0" 7' - 0" A 1 G4 / A-602 E4 / A-602 C4 / A-602 40 113 3' - 0" 7' - 0" B 4 G4 / A-602 E4 / A-602 C4 / A-602 40 1 114 3' - 0" 7' - 0" B 4 G4 / A-602 E4 / A-602 C4 / A-602 40 1 115 3' - 0" 7' - 0" B 4 G4 / A-602 E4 / A-602 C4 / A-602 40 1 116 3' - 0" 7' - 0" A 1 G4 / A-602 E4 / A-602 C4 / A-602 40
118A 3' - 0" 7' - 0" B 1 G4 / A-602 E4 / A-602 C4 / A-602 40 1 118B 3' - 0" 7' - 0" A 1 G4 / A-602 E4 / A-602 C4 / A-602 --
118C 3' - 0" 7' - 0" A 1 G1 / A-602 E1 / A-602 E2/A320 1-HR. 50
118D 3' - 0" 7' - 0" C 2 G9 / A-602 E9 / A-602 C9 / A-602 50 119 3' - 0" 7' - 0" A 1 G4 / A-602 E4 / A-602 C4 / A-602 40
119A 3' - 0" 7' - 0" B 4 G4 / A-602 E4 / A-602 C4 / A-602 40 1 120 3' - 0" 7' - 0" A 1 G4 / A-602 E4 / A-602 C4 / A-602 40 121 3' - 0" 7' - 0" B 4 G4 / A-602 E4 / A-602 C4 / A-602 40 1 122 3' - 0" 7' - 0" B 4 G4 / A-602 E4 / A-602 C4 / A-602 40 1
123 3' - 0" 7' - 0" A 1 G4 / A-602 E4 / A-602 C4 / A-602 SMOKE --
124 3' - 0" 7' - 0" A 1 G4 / A-602 E4 / A-602 C4 / A-602 SMOKE 40
125 3' - 0" 7' - 0" A 1 G4 / A-602 E4 / A-602 C4 / A-602 40 126 3' - 0" 7' - 0" A 1 G4 / A-602 E4 / A-602 C4 / A-602 40 127 3' - 0" 7' - 0" A 1 G4 / A-602 E4 / A-602 C4 / A-602 40 128 3' - 0" 7' - 0" B 4 G4 / A-602 E4 / A-602 C4 / A-602 40 1 129 3' - 0" 7' - 0" B 4 G4 / A-602 E4 / A-602 C4 / A-602 40 1 130 3' - 0" 7' - 0" B 4 G4 / A-602 E4 / A-602 C4 / A-602 40 1 131 3' - 0" 7' - 0" B 4 G4 / A-602 E4 / A-602 C4 / A-602 40 1 132 3' - 0" 7' - 0" A 1 G4 / A-602 E4 / A-602 C4 / A-602 40
137 PR 3' - 6" 7' - 0" C 2 G9 / A-602 E9 / A-602 C9 / A-602 30
138 PR 3' - 0" 7' - 0" C 1 G4 / A-602 E4 / A-602 C4 / A-602 --
C-1A PR 3' - 6" 7' - 0" C 2 G9 / A-602 (SIM.) E9 / A-602 (SIM.) C9 / A-602 (SIM.) 50 2 C-1B PR 2' - 10" 7' - 0" C 2 G9 / A-602 (SIM.) E9 / A-602 (SIM.) C9 / A-602 (SIM.) 50 2 C-1C PR 3' - 0" 8' - 0" C 2 G9 / A-602 (SIM.) E9 / A-602 (SIM.) C9 / A-602 (SIM.) 50 2 C-1D PR 3' - 0" 8' - 0" C 2 G9 / A-602 (SIM.) E9 / A-602 (SIM.) C9 / A-602 (SIM.) 50 2 C-1E 3' - 0" 7' - 0" A 1 G4 / A-602 E4 / A-602 C4 / A-602 -- C-1F 3' - 0" 7' - 0" A 1 G4 / A-602 E4 / A-602 C4 / A-602 --
C-1G PR 3' - 0" 7' - 0" A 1 G4 / A-602 E4 / A-602 C4 / A-602 40
C-1H 3' - 0" 7' - 0" A 1 G4 / A-602 E4 / A-602 C4 / A-602 --
C-17 PR 3' - 0" 7' - 0" A 1 G4 / A-602 E4 / A-602 C4 / A-602 40
C-19A 3' - 0" 7' - 0" A EXIST -- -- -- -- 3
M032 PR 3' - 0" 7' - 0" C 2 G1 / A-602 C1 / A-602 C4 / A-602 -- 2
M100 3' - 0" 7' - 0" C 2 G9 / A-602 (SIM.) E9 / A-602 (SIM.) C9 / A-602 (SIM.) -- 2
M100A PR 3' - 6" 7' - 0" C 2 G9 / A-602 (SIM.) E9 / A-602 (SIM.) C9 / A-602 (SIM.) -- 2 M101 PR 4' - 0" 10' - 0" C 2 G9 / A-602 (SIM.) E9 / A-602 (SIM.) C9 / A-602 (SIM.) -- 2 M102 PR 3' - 6" 7' - 0" C 2 G9 / A-602 (SIM.) E9 / A-602 (SIM.) C9 / A-602 (SIM.) -- 2 M103 PR 3' - 0" 7' - 0" C 2 G9 / A-602 (SIM.) E9 / A-602 (SIM.) C9 / A-602 (SIM.) 30 2
M105 PR 3' - 0" 7' - 0" C 2 G1 / A-602 C1 / A-602 C4 / A-602 -- 2
M120C PR 3' - 6" 7' - 0" C 2 G9 / A-602 (SIM.) E9 / A-602 (SIM.) C9 / A-602 (SIM.) -- 2 M121 3' - 0" 7' - 0" C 2 G9 / A-602 (SIM.) E9 / A-602 (SIM.) C9 / A-602 (SIM.) 30 2 M130 PR 3' - 0" 7' - 0" C 2 G9 / A-602 (SIM.) E9 / A-602 (SIM.) C9 / A-602 (SIM.) 30 2
M140 PR 3' - 0" 7' - 0" C 2 G1 / A-602 C1 / A-602 C4 / A-602 -- 2
M143 3' - 0" 7' - 0" C 2 G9 / A-602 (SIM.) E9 / A-602 (SIM.) C9 / A-602 (SIM.) 30 2
M143A 3' - 0" 7' - 0" C 2 G9 / A-602 (SIM.) E9 / A-602 (SIM.) C9 / A-602 (SIM.) 30 2 M145 PR 4' - 0" 8' - 0" C 2 G9 / A-602 (SIM.) E9 / A-602 (SIM.) C9 / A-602 (SIM.) 30 2
M145A 3' - 0" 7' - 0" C 2 G9 / A-602 (SIM.) E9 / A-602 (SIM.) C9 / A-602 (SIM.) 30 2
M146 PR 4' - 0" 8' - 0" C 2 G9 / A-602 E9 / A-602 C9 / A-602 30
M147 3' - 0" 7' - 0" C 2 G9 / A-602 E9 / A-602 C9 / A-602 30
M148 PR 3' - 0" 7' - 0" C 2 G9 / A-602 E9 / A-602 C9 / A-602 30
M206 PR 3' - 0" 7' - 0" C 2 G9 / A-602 (SIM.) E9 / A-602 (SIM.) C9 / A-602 (SIM.) 30 2 M222 PR 3' - 0" 7' - 0" C 2 G9 / A-602 (SIM.) E9 / A-602 (SIM.) C9 / A-602 (SIM.) 30 2
1/4" = 1'-0"
DOOR TYPES
1/4" = 1'-0"
FRAME TYPES
1/4" = 1'-0"
STOREFRONT TYPE
FR
AM
E D
ET
AI
LS HEAD
JAMB
SILL
S1 ALUMINUM STOREFRONT
F8/A-603 D8/A-603 C8/A-603
1/4" = 1'-0"
LOUVER TYPES
DOOR SCHEDULE REMARKS:
1. SIDELITE WITH BLINDS - SEE INTERIOR FINISH PLANS FOR COLOR AND TYPE OF BLINDS.
2. NEW DOOR AND FRAME TO BE INSTALLED INTO OPENING OF DEMOLISHED DOOR.
3. NEW DOOR PANEL AND HARDWARE IN EXISTING FRAME
FR
AM
E D
ET
AI
LS HEAD
JAMB
SILL
W2 TRANSACTION WINDOW
F6/A-603 D6/A-603 C6/A-603
1/4" = 1'-0"
WINDOW TYPE
NOTE:
1. SEE DOOR HARDWARE SPECIFICATION 08 71 00 FOR DOOR HARDWARE SETS.
2. STC GASKETING SYSTEM TO BE PROVIDED BY DOOR MANUFACTURER TO MEET STC RATING PER OPENING.
DOOR SCHEDULE - INDUSTRIAL ADDITION BID OPTION
DOOR DOOR PANEL FRAME DOOR DETAILS FIRE
RATING
STC
RATING REMARKSNO. WIDTH HEIGHT TYPE TYPE HEAD JAMB SILL
133A 3' - 0" 7' - 0" C 2 G9 / A-602 E9 / A-602 C9 / A-602 -- 133B 12' - 0" 10' - 0" E --- A9 / A-602 A6 / A-602 -- -- 134A 3' - 0" 7' - 0" C 2 G9 / A-602 E9 / A-602 C9 / A-602 30
134B PR 4' - 0" 9' - 0" C 1 G4 / A-602 E4 / A-602 C4 / A-602 30
134C PR 3' - 0" 8' - 0" C 1 G1 / A-602 E1 / A-602 C4 / A-602 3/4 HR. 50
135 3' - 0" 7' - 0" C 1 G4 / A-602 E4 / A-602 C4 / A-602 --
136 PR 3' - 0" 9' - 0" C 1 G4 / A-602 E4 / A-602 C4 / A-602 --
M149 PR 3' - 0" 7' - 0" C 2 G9 / A-602 E9 / A-602 C9 / A-602 30
AM
EN
D
M
EN
T 0 0
AP
R
W
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_P
LA
N S-
WH
I
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F
E
D
C
B
A.6
8765431
D02
D01D01
D08D08
D01D08D08D08D08
D08D08D08
D01
D02D02
D02
D02
D02
D01
D02D02
D08D01
D01D01
D08D08
D08D01
D05D05
D01 D02
D09
D02
D02 D02
D01
D01
D01
D02
D02
D02
D02
D02
D02
D02
D02
D03 D03
D03 D03
D01
D01D01
D01
+/- 192' - 2"
-1
0"
D03
D03
D03
D03D03
D02
D02
D01D01 D01
D02D02
D02
D08
D02
D02
D02 D02
D02D02
D02D02
D02D02
D02D02
D02
D02
D02
D01
D01
D01
D01
D01
D01
D01
D01
D01
D01D01
D01
D01
D01
D01D01D01 D01D01D01
D01D01
D02
D01
BASE BID:
EXISTING LIFT TO REMAIN.
BID OPTION: EXISTING LIFT
TO BE REMOVED
D03
NOTE:
NO CONSTRUCTION OR DEMOLITION
IN STORAGE C-19 OR OFFICE C-19A
DUE TO ASBESTOS CONTAINING
MASTIC BELOW 12"x12" FLOOR TILE.
DO NOT DISTURB WITHOUT
ADEQUATE PRECAUTIONS.
D02 D24
D24
D24
D25
D24
D24D24
D24D24D24
D11
D27
D02
D02
D02 D02
D02
D02
D28D28
AMC M/CCC
C-25A
VEST
C-9B
MOBILITY / FEMA
C-9
MAIN COMPUTER
C-1
COMPUTER
ROOM
C-11
Room C-11B
CONFERENCE
ROOM
C-25
CORRIDOR
C-12
CORRIDOR
C-25B
CORRIDOR
C-24
JANITOR
C-21
VEST
C-24A
CONFERENCE
C-13
FABRICATION
C-13A
OPEN OFFICE
C-10
COMPUTER
ROOM
C-20
CORRIDOR
C-16
STORAGE
C-19
OFFICE
C-19A
BREAK ROOM
C-18
TELEPHONE
FRAME ROOM
C-17
TECHNICAL
CONTROL
C-15
OFFICE
C-15A
TECHNICAL
CONTROL
C-1A
TECHNICAL
CONTROL
C-1B
LOADING DOCK
C110
FACILITY
MANAGEMENT
M146
WOMEN'S
C-23
MEN'S
C-22
MECH ROOM
COOLING TOWER
ELECTRIC ROOM
TRANSFORMER
NORTHWEST MECHANICAL
ROOM
COOLING TOWER
GENERATOR ROOM
ELECTRICAL SWITCHGEAR /
MECH.
M141
AIR HANDLER
M143
EAST (C BUS) GENERATOR
M144
GENERATOR EXHAUST
M145
A/C BUS UPS ROOM
M131
AIR HANDLER
M130
SOUTHEAST MECHANICAL
ROOMS
M140
NORTHEAST MECHANICAL
ROOMS
M032
B BUS UPS ROOM
M133
ELEC.
AD201
G1
AD201
E1
AD201
C1
AD201
A1
F1
AD301
A6
AD301
C1
AD301
EXISTING WALL
DEMO. WALL
EXISTING DOOR
DEMO. DOOR
LEGEND:
SERVER FLOOR TO
BE REMOVED
US Army Corps of Engineers ®
SHEET ID
U S
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2 3 4 5 6 7 8 9 10
F
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A
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File Path:
Plot Date:
M A
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CERTIFIED FINAL DESIGN OCTOBER 2019
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REFERENCE KEYNOTES:
BIM 360://SCC - Scott AFB/Wlp_Arch_Central_2018_SCC-077559.rvt
4/13/2020 3:33:33 PM
AD101
O
VE
R
AL
L M
AI
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V
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D
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PL
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1/16" = 1'-0"A1 OVERALL DEMOLITION FLOOR PLAN
NORTH
0 8' 16' 32'
D01 REMOVE WALL
D02 REMOVE DOOR AND FRAME
D03 DASHED LINE INDICATES EXTENT OF PREFABRICATED BRICK
PANEL ABOVE TO BE DEMOLISHED. SEE DETAIL F1/AD301
D05 REMOVE PLUMBING FIXTURES
D08 TECHNICAL CONTROL ROOMS C-1A AND C-1B HAVE SPECIAL
SECURITY REQUIREMENTS THAT MUST BE MAINTAINED
THROUGHOUT THE CONSTRUCTION PROCESS. REMOVE
WALLS AND DOORS AROUND THESE AREAS IN A PHASED
MANNER IN ORDER TO MAINTAIN SECURITY, AIR PRESSURE
AND DUST CONTROL DURING ALL PHASES OF CONSTRUCTION.
COORDINATE DEMOLITION AND NEW PARTITION
CONSTRUCTION WITH EQUIPMENT RELOCATION AS DIRECTED
BY THE GOVERNMENT.
D09 REMOVE WINDOW AND TRANSACTION BOX.
D11 REMOVE LOUVERS.
D24 PATCH WALL ABOVE WHERE EQUIPMENT OR DUCTWORK IS
BEING REMOVED. REFER TO MECHANICAL DEMOLITION PLANS
FOR SPECIFIC EQUIPMENT AND SIZES.
D25 REMOVE DOOR AND HARDWARE. EXISTING FRAME TO REMAIN
D27 REMOVE LOUVER. INFILL OPENING WITH BRICK
D28 REMOVE SERVER FLOOR AND SUB-STRUCTURE POSTS IN
AREA REQUIRED FOR EACH PHASE OF CONSTRUCTION.
PRESERVE ACCESS FLOOR TILES FOR RE-USE ON NEW
SERVER FLOOR STRUCTURE.
AM
EN
D
M
EN
T 0 0
AP
R
W
2Q R
R
_P
LA
N S-
COMMUNICATION MH
COMMUNICATION MH
COMMUNICATION MH
COMMUNICATION HANDHOLE
WATER BACK FLOW PREVENTER
HVAC PIPE
HVAC PIPE
COMMUNICATION MH
COMMUNICATION MH
COMMUNICATION MH
C O
N C
R E
T E
W
A L K
ASPHALT
4"4"4" 4"
4"
10"
15"
18"
24"
24"
24"
24"
24"
36"
36" 36"
36"
36"
36"36"
36"
36"36"
36"36"
36"
36"
36"
36"
36"
36"
36"
36"
48"
48"
48"
C
O
N
C
R
E
L
K
C O
N C
R E
L K
CONCRETE WALK
C O
N C
R E
L K
C O
N C
R E
L K
CONCRETE WALK
C O
N C
R E
L K
CONCRETE WALK
CONCRETE WALK
C O
N C
R E
L K
C O
N C
R E
L K
CONCRETE WALK
CONCRETE WALK
CONCRETE WALK
CONCRETE WALK
C O
N C
R E
LK
ASPHALT
CONCRETE
DITCH
ASPHALT
CONCRETE
PAVEMENT
HYDROGEN
FUEL CELL
CONCRETE
C O
N C
R E
L K
GRASS
M E
T A
L
C
A B
I N
E T
S
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
G R
A S
S
G R
A S
S
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
DEPRESSED CURB
G R
A S
S
DEPRESSED CURB
DEPRESSED CURB
G R
A S
S
B R
I C
K
W
A L L
BRICK WALL
B R
I C
K
W
A L L
BRICK WALL
BRICK WALL
BRICK
WALL
B R
I C
K
W
A L L
D
I T
C
H
GRASS
CONCRETE WALK
CONCRETE
GRASS
GENERATOR
CONCRETE
GRASS
C O
N C
R E
L K
U
N
O
C O
N C
R E
P
D
CONCRETE WALK
BRICK WALL
DEPRESSED CURB
DEPRESSED CURB
ONE STORY BRICK BUILDING
CONCRETE PAVEMENT
GRASS
A S
P H
A L T
BRICK WALL
GRASS
D
I
T
C
H
BRICK WALL
BRICK WALL
DETECTABLE WARNING
& DEPRESSED CURB
DETECTABLE WARNING
& DEPRESSED CURB
CONCRETE PAD
GENERATOR
CONCRETE
METAL CABINET
ON CONCRETE PAD
CONCRETE
GRAVEL
GRAVEL
CONCRETE
GRASS
CONCRETE WALK
GRASS
S T
O N
E
W
A L L
SIGN
G R
A V
E L
BRICK WALL
D I E
S E
L
P
U M
P
D I E
S E
L
T A
N K
B R
I C
K
W
A L L
C O
N C
GRAVEL
GRAVEL
GRAVEL
A S
P H
A L T
ASPHALT
G R
A S
S
B U
S H
E S
X X
X X
X X
X X
X X
X
X
X X XXXXX
X
BUILDING 1575
FFE:443.47
BASE
ONLY
FDC
BUILDING OVERHANG
GRAVEL
20,000 GALLON
FUEL TANK
12,000 GALLON
FUEL TANK
MONITORING WELL
MONITORING WELL
ELECT HH
ELECT HH
DS
DS
DS
DS
PERSONNEL ADDITION
FFE:443.47
21,119 SF
S
COCOCOCOCOCOCO
CB
CB
C
B
D
CB
COCOCOCOCOCOCO COCOCOCOCOCOCO
COCOCOCOCOCOCO
COCOCOCOCOCOCO
COCOCOCOCOCOCO
D
33' UNOBSTRUCTED SPACE
CONTRACTOR WORK
LIMITS
CONTRACTOR
WORK LIMITS
CONTRACTOR
WORK LIMITS
5'
10'
20'
24'
34.2'
CONTRACTOR WORK
LIMITS
A
A
B
B
US Army Corps of Engineers ®
SHEET ID
S
R M
Y
C
O R
F
E
N G
I N
E E
R S
D R
A W
N
B
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D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
I S
S U
E
D
A T
E
C O
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R A
S O
L I C
I T
A T
I O
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2 3 4 5 6 7 8 9 10
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A
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CERTIFIED FINAL DESIGN OCTOBER 2019
CS100
S I T
E
P
L A
N
B
A S
E
B
I D
PARKING TABULATION
EXISTING
PROPOSED
STANDARD ADA TOTAL
41 2 43
40 2 42
MOTORCYCLE - - -
WARNING!
ASPHALT PAVEMENT, SEE DETAIL
LEGEND
KEYED NOTES
BRICK FACED MASONRY WALL, SEE SHEETS CS505-513
POST & CABLE FENCE, SEE SHEETS CS505-513. POSTS SHALL MATCH
EXISTING SHAPE AND FINISH
CONCRETE SIDEWALK, 5' WIDE UNLESS NOTED OTHERWISE, SEE DETAIL
ASPHALT PAVEMENT, SEE DETAIL
SIDEWALK ENTRANCE, SEE SHEETS CS505-513
NOT USED.
CONCRETE PAVEMENT, SEE DETAIL
BARRIER CURB, SEE DETAIL
PROTECTIVE BOLLARD, COORDINATE LOCATED WITH UTILITY
LOCATIONS, SEE DETAIL
SECURITY GATE, COORDINATE WITH ELECTRICAL PLAN SHEET ES-001.
CONSTRUCTION OF GATE SHALL BE STAGED TO ALLOW ACCESS TO THE
LOADING DOCK AT ALL TIMES.
SIDEWALK AT BUILDING ENTRANCE, SEE DETAIL
ACCESSIBLE PARKING STALL, SEE DETAIL
BARRIER FENCE CABLE AT FIRE ACCESS LANE
DEPRESSED CURB AND GUTTER, SEE DETAIL
TRANSITION FROM 0" TO 6" CURB AND GUTTER IN TWO LINEAR FEET.
SIDEWALK RAMP, SEE DETAIL
FLUSH CURB, SEE DETAIL
TURNDOWN SIDEWALK, SEE DETAIL
NOT USED
ACCESSIBLE SIGNAGE, SEE DETAIL
NOT USED
NOT USED
NOT USED
BIKE RACK, SEE DETAIL
NOT USED
TEMPORARY CONCRETE JERSEY BARRIER (IDOT HIGHWAY STANDARD
704001-08) FOR AT BARRIER CONSTRUCTION AND SECURITY GATE.
TEMPORARY CONCRETE JERSEY BARRIERS WITH STEEL CABLE TO
CONTROL ACCESS TO THE SITE DURING GATE CONSTRUCTION.
CONTRACTOR SHALL SUPPLY CABLE MATCHING EXISTING AT BARRIER
CABLE WITH TWO LOCKS, ONE FOR CONTRACTOR USE AND ONE FOR
GOVERNMENT USE.
4" WHITE PAVEMENT MARKINGS
BUTT JOINT, SEE DETAIL.
NOT USED.
CONCRETE
PAVEMENT/SIDEWALK
FIRE ACCESS LANE, SEE DETAIL
CONTRACTOR WORK LIMITS
33' UNOBSTRUCTED SPACE
SEAL COAT EXISTING BITUMINOUS
PAVEMENT PRIOR TO RESTRIPING
NOTES
1. ALL RADIUS ARE 3 FT UNLESS OTHERWISE NOTED.
2. BARRIER WALL CONSTRUCTION SHALL BE PERFORMED IN A MANNER TO
PREVENT VEHICULAR TRAFFIC FROM ENTERING THE SITE DURING
DEMOLITION AND CONSTRUCTION OF THE BARRIER WALL.
3. GATE CONSTRUCTION SHALL BE PERFORMED IN A MANNER TO PREVENT
VEHICULAR TRAFFIC FROM ENTERING THE SITE DURING DEMOLITION AND
CONSTRUCTION OF THE GATE.
4. SEE SHEET CS505 FOR AT WALL LAYOUT.
A
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AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text T
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AutoCAD SHX Text G
AutoCAD SHX Text G
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MW
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MW
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MW
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MW
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MW
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MW
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AutoCAD SHX Text G
AutoCAD SHX Text G
AutoCAD SHX Text G
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AutoCAD SHX Text T
AutoCAD SHX Text
COMMUNICATION MH
AutoCAD SHX Text T
AutoCAD SHX Text H
AutoCAD SHX Text T
AutoCAD SHX Text H
AutoCAD SHX Text
HVAC
AutoCAD SHX Text
W. LOSEY ST.
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CONCRETE WALK
AutoCAD SHX Text S
AutoCAD SHX Text S
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UNKNOWN UTILITY M.H.
AutoCAD SHX Text S
AutoCAD SHX Text S
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HVAC
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SCOTT DR.
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W. BIRCHARD ST.
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AutoCAD SHX Text R5'
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TYP
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TYP
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CS502
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CS502
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TYP
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TYP
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GRAPHIC SCALE IN FEET
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NORTH
AutoCAD SHX Text SITE WORK FOR FOUNDATIONS, UNDERGROUND UTILITY WORK, AND SITE GRADING TO BE PERFORMED WITH THE UTMOST CARE. POWER AND DATA TO THIS BUILDING MUST NOT BE INTERRUPTED. POWER DIGGING WITHIN 5' OF UTILITIES IS PROHIBITED. HYDRO OR HAND DIGGING ONLY WITHIN 5' OF UTILITIES.
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CS500
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CS508
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CS500
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CS501
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CS500
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CS500
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Lekberg Snapshot
Lekberg Snapshot
CHISELED "X" FOUND
CHISELED "X" FOUND
COMMUNICATION MH
COMMUNICATION MH
COMMUNICATION MH
COMMUNICATION HANDHOLE
WATER BACK FLOW PREVENTER
HVAC PIPE
HVAC PIPE
COMMUNICATION MH
COMMUNICATION MH
COMMUNICATION MH
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ASPHALT
4"4"4" 4"
4"
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24"
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36"
36" 36"
36"36"
36"
36"36"
36"36"
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36"
48"
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48"
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CONCRETE WALK
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CONCRETE WALK
CONCRETE WALK
CONCRETE WALK
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ASPHALT
CONCRETE
DITCH
ASPHALT
CONCRETE
PAVEMENT
HYDROGEN
FUEL CELL
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DEPRESSED CURB
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BRICK WALL
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CONCRETE
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GENERATOR
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BRICK WALL
DEPRESSED CURB
DEPRESSED CURB
ONE STORY BRICK BUILDING
CONCRETE PAVEMENT
GRASS
A S
P H
A L T
BRICK WALL
GRASS
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C
H
BRICK WALL
BRICK WALL
DETECTABLE WARNING
& DEPRESSED CURB
DETECTABLE WARNING
& DEPRESSED CURB
CONCRETE PAD
GENERATOR
CONCRETE
METAL CABINET
ON CONCRETE PAD
CONCRETE
GRAVEL
GRAVEL
CONCRETE
GRASS
CONCRETE WALK
GRASS
S T
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SIGN
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BRICK WALL
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X
BUILDING 1575
FFE:443.47
BASE
ONLY
FDC
BUILDING OVERHANG
GRAVEL
8" 8"
8"
20,000 GALLON
FUEL TANK
12,000 GALLON
FUEL TANK
MONITORING WELL
MONITORING WELL
ELECT HH
ELECT HH
DS
DS
DS
DS
PERSONNEL ADDITION
FFE:443.47
21,119 SF
INDUSTRIAL
ADDITION
FFE:443.47
2,342 SF
S
COCOCOCOCOCOCO
CB
CB
C
B
D
CB
COCOCOCOCOCOCO COCOCOCOCOCOCO
COCOCOCOCOCOCO
COCOCOCOCOCOCO
COCOCOCOCOCOCO
8"
D
9'
9'
24'
R15'
R4'
R4'
15.7'
46.5'
24'
22'
19'
19'
19'
R30'
9'
9'
MOTORCYCLE
PARKING (2)
CONTRACTOR WORK
LIMITS
9'
5'
10'
20'
24'
6'
CONTRACTOR
WORK LIMITS
CONTRACTOR WORK
LIMITS
CONTRACTOR
WORK LIMITS
33' UNOBSTRUCTED SPACE
A
A
B
B
21.6'
INDUSTRIAL BID OPTION
TYP
TYP
ASPHALT PAVEMENT, SEE DETAIL
LEGEND
KEYED NOTES
BRICK FACED MASONRY WALL, SEE SHEETS CS505-513
POST & CABLE FENCE, SEE SHEETS CS505-513. POSTS SHALL MATCH
EXISTING SHAPE AND FINISH.
CONCRETE SIDEWALK, 5' WIDE UNLESS NOTED OTHERWISE, SEE DETAIL
ASPHALT PAVEMENT, SEE DETAIL
SIDEWALK ENTRANCE, SEE SHEETS CS505-513
CONCRETE RAMP AND STAIRWELL, SEE SHEET CS504 & ARCHITECTURAL
PLANS A-101A, A-410, A-202.
CONCRETE PAVEMENT, SEE DETAIL
BARRIER CURB, SEE DETAIL
PROTECTIVE BOLLARD, COORDINATE LOCATED WITH UTILITY
LOCATIONS, SEE DETAIL
SECURITY GATE, COORDINATE WITH ELECTRICAL PLAN SHEET ES-001.
CONSTRUCTION OF GATE SHALL BE STAGED TO ALLOW ACCESS TO THE
LOADING DOCK AT ALL TIMES.
SIDEWALK AT BUILDING ENTRANCE, SEE DETAIL
ACCESSIBLE PARKING STALL, SEE DETAIL
BARRIER FENCE CABLE AT FIRE ACCESS LANE
DEPRESSED CURB AND GUTTER, SEE DETAIL
TRANSITION FROM 0" TO 6" CURB AND GUTTER IN TWO LINEAR FEET.
SIDEWALK RAMP, SEE DETAIL
FLUSH CURB, SEE DETAIL
TURNDOWN SIDEWALK, SEE DETAIL
CROSS WALK, SEE DETAIL
ACCESSIBLE SIGNAGE, SEE DETAIL
CURB CUT WITH CONCRETE SWALE, SEE DETAIL
CURB SWALE, SEE DETAIL
COMBINATION CURB AND GUTTER B-6.18,
SEE DETAIL
BIKE RACK, SEE DETAIL
DUMPSTER ENCLOSURE, SEE DETAIL AND ARCHITECTURAL SHEETS
A-311 & A-202.
TEMPORARY CONCRETE JERSEY BARRIER (IDOT HIGHWAY STANDARD
704001-08) FOR AT BARRIER CONSTRUCTION AND SECURITY GATE.
TEMPORARY CONCRETE JERSEY BARRIERS WITH STEEL CABLE TO
CONTROL ACCESS TO THE SITE DURING GATE CONSTRUCTION.
CONTRACTOR SHALL SUPPLY CABLE MATCHING EXISTING AT BARRIER
CABLE WITH TWO LOCKS, ONE FOR CONTRACTOR USE AND ONE FOR
GOVERNMENT USE.
4" WHITE PAVEMENT MARKINGS
BUTT JOINT, SEE DETAIL.
RELOCATE EXISTING DUMPSTERS TO NEW ENCLOSURE
US Army Corps of Engineers ®
SHEET ID
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