Amendment_6_-_KC46_BOT_-_Plans.pdf
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- Attached to
- KC-46A Add/Alter Bldg. 2319 for Boom Operator Trainer Federal contract opportunity
- Solicitation number
- W912DS-18-B-0021
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PLANS, W912DS-18-B-0021
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T A
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US Army Corps
U .S
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G-002
FOR CONSTRUCTION
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INDEX OF DRAWINGS
e3enmrt3 Polygon e3enmrt3 Polygon
E E E E E E
E
E
E E
E E
E
E
E E E E E E E E E E
E E
E E
E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E
E E E
E
E E E E
E
POL
POL
POL
POL
PO
L
PO
L
PO
L
PO
L
PO
L
PO
L
PO
L
PO
L
PO
L
POL
G G
G G
G G G G G G G G G
G G
G G
G G
G G
G
C C
C C
C C
C C
C C
C
C
C
C
C
C
C
C
C
C
C
C
C C
C
C
C
C
C
C
C
Rip Rap
E.O.P.
E.O.P.
As ph al t S id ew al k
Asphalt Sidewalk
S
S
Rip Rap
Gate
A/C Unit On Conc. Pad With Canopy
D
G
D
E
T
Rim=113.70'
D
GM
E
Rim=115.08'
A/C Unit On Conc. Pad
Swale Sw ale
TR-1
TR-102
TR-202TR-203
GM
Cross Walk
S
Rim=115.53' (6" CIP) a. Inv.=113.03'
(6" PVC) b. Inv.=112.83'
Electrical Equipment
On Conc. Pad
Conc. Riser 5' Dia.
Conc.
Pad
D
A/C Unit On Conc. Pad
Roof Peak Elev.=136.47'
Finished Floor Elev.=115.81'
Roof Peak Elev.=147.75'
Roof Peak Elev.=137.41'
Finished Floor Elev.=116.48'
Roof Peak Elev.=162.55'
Finished Floor Elev.=115.75'
Building #
KC-10 Flight Simulator Addition
D .C
D .C
D.C.
D .C
Si de w al k
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
Sw al e
G G G G
HTWS HTWS HTWS HTWS
H
TW
S H
TW
S
HTWS
D D
D D
D
U U
U U
U U
H
TW
S
E E E E E E E E E E E
HTWS
HTWS HTWS HTWS
H
TW
S H
TW
S
HTWS HTWS HTWS
SD SD SD SD SD
SD
SD
D D D D D
D
D
Clean Out
Conc. Sidewalk
Asphalt Parking Lot
Grass
E
Finished Floor Elev.=115.86'
A/C Unit On Conc. Pad
Clean Out
Conc. Sidewalk
Transformer On Conc. Pad
W
Swale
Conc. Curb
S S
S S
S a b
SD a b
SD
a 12" C
PP
Water
Water
Asphalt Sidewalk
SD
SD
SD
a
" C
PP
SD
SD
SD
SD
15" C
PP
SD SD
D D
D D
SD
SDM
ar k- O ut P ai nt a b c a b c
" C
PP
8" CPP
" C
PP
SD SD SD
a b c
12" CPPClean Out
SD a b
Clean Out
Clean Out
Clean Out Clean
Out
Clean Out
Clean Out
Clean Out
Clean Out
Clean Out
Clean Out
Clean Out
Va nd en be rg A ve
BM
Conc. Curb
C on c.
C ur b
C on c.
C ur b
BM 1
Elev.=114.97'
BM
BM 2
Elev.=115.05'
A/C Units On Conc. Pad
StepsGM
G G
G
W
W W
W W
Rip Rap
Rip Rap
Rip Rap
C
C
C
C C
C C
E
E
E E
E E E E E E
E
E
E E
E E E E E E E
E E E E E E E E E E E E E
E E
E E
1' Diameter Conc.
Old Sign Base
(Typ.)
POL
POL
POL
POL
E E
E
E E
E E
E E E
E
E E
E E
E
E
E
E
E
E
E
E
D
E E
E E
E E
E E
E E
E E
E E
E
E E
E E
E E
E E
U U
U
E E
E
Electric Cabinet On Conc. Pad
Conc. Gutter
Asphalt Parking Lot
Conc. Curb Grass
Grass Conc. Riser 5' Dia.
Conc. Curb
G
Conc. Sidewalk Grass
Conc. Sidewalk
SD
SD
SD SD a b
SD
SD
SD
SD
SD
SD
a b c
24" CPP
" C
PP
30" CPP
12" C
PP
a
D D D D D D D D D D
Asphalt Parking Lot
HTWS
Building #
TR-201
W W
W W
10 7
XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX X
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XX XXX
XX
XX
XX
XX
XX
XX
XX
XX
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XX
XX
X
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XX
XX
XX
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27.34'11.12'14.88'
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A. FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS SEE DRAWING C-001.
B. ALL DEMOLITION ACTIVITIES ARE TO BE COORDINATED WITH WORK
PERFORMED INSIDE BUILDINGS AND CONSTRUCTION OF NEW BUILDING
ADDITION TO ALLOW ADEQUATE AND SAFE ACCESS FOR WORKERS,
EQUIPMENT, AND MATERIALS TO AND FROM THESE BUILDINGS.
C. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY MATERIALS
SHALL BE DISPOSED OF OFF BASE OR SITE AS DIRECTED BY CONTRACTING
OFFICER.
D. CONTRACTOR SHALL COORDINATE LIMITS OF PAVEMENT, CURB, GUTTER,
AND SIDEWALK REMOVAL WITH PROPOSED PAVEMENT ON SITE LAYOUT
PLAN.
E. SIDEWALK DESIGNATED FOR DEMOLITION SHALL BE REMOVED AT EXISTING
CONTROL JOINTS AND/OR EXPANSION JOINTS. SAW CUT FULL DEPTH OF
CONCRETE. THICKNESS OF SIDEWALK TO BE VERIFIED BY CONTRACTOR.
F. PAVEMENT REMOVAL SHALL INCLUDE REMOVAL OF PAVEMENT AND ANY
SUBBASE MATERIAL PRESENT. EXISTING PAVEMENT CONSISTS OF HOT MIX
ASPHALT. PAVING SECTION THICKNESSES VARY. CONTRACTOR TO VERIFY
EXISTING SECTION.
G. ANY DAMAGE TO PAVEMENT AREAS DESIGNATED TO REMAIN SHALL BE
REPAIRED OR REMOVED AND REPLACED AT NO ADDITIONAL COST TO THE
GOVERNMENT.
H. THE CONTRACTOR SHALL NOT DISTURB THE JP-4 / P.O.L. FUEL LINE DURING
CONSTRUCTION. EXCAVATION IN THE VICINITY OF THIS PIPELINE SHALL BE
DONE BY HAND. WHEN EXCAVATING NEAR THE FUEL LINE, CONTACT
ALEXANDER DYSON, A.DYSON@COMCAST.NET, (609) 267-9100.
I. SPECIAL HANDLING AND CONSIDERATION SHALL BE REQUIRED FOR
EXCAVATED SOILS THOUGHT TO CONTAIN PETROLEUM-BASED /
CONTAMINATED / HAZARDOUS SUBSTANCES. SEE GENERAL NOTES ON
DRAWING C-001.
GENERAL SHEET NOTES
20' 40'0
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1. EXISTING BUILDING, PROTECT IN PLACE, U.N.O.. SEE ARCHITECTURAL AND
STRUCTURAL DRAWINGS FOR DEMOLITION AND CHANGES.
2. SAW CUT AND REMOVE CONCRETE CURB, FULL DEPTH.
3. SAW CUT AND REMOVE ASPHALT PAVEMENT, FULL DEPTH.
4. SAW CUT AND REMOVE CONCRETE SIDEWALK, FULL DEPTH.
5. EXISTING CONCRETE CURB, PROTECT IN PLACE.
6. REMOVE AND RELOCATE SIDEWALK LIGHT AND CONCRETE BASE, SEE
DRAWINGS ED101 AND ES101.
7. EXISTING STORM DRAIN MANHOLE AND/OR INLET, PROTECT IN PLACE.
8. EXST TREE, PROTECT IN PLACE, TYP FOR ALL TREES.
9. EXISTING HIGH TEMPERATURE HOT WATER, PROTECT IN PLACE, U.N.O.
10. EXISTING SUBDRAIN PIPE AND SUBDRAIN CLEAN OUT, PROTECT IN PLACE.
REMOVE AND REPLACE WHERE INDICATED TO ALLOW INSTALLATION OF NEW
STORM DRAIN PIPE.
11. EXISTING STORM DRAIN PIPE, PROTECT IN PLACE.
12. EXISTING ELECTRICAL / TELECOMMUNICATIONS, PROTECT IN PLACE, U.N.O.
13. REMOVE EXISTING NATURAL GAS AS SHOWN. CAP ABANDONED PIPES
WHERE INDICATED. REROUTE NATURAL GAS AROUND NEW BUILDING AS
SHOWN ON DRAWING CU100.
14. REMOVE EXISTING HIGH TEMPERATURE HOT WATER SUPPLY AND RETURN
LINES UNDER NEW BUILDING TO A MINIMUM OF 5 FEET FROM EDGE OF
FOUNDATION. CAP REMAINING ENDS AND ABANDON PIPES IN PLACE.
15. REMOVE EXISTING STORM DRAIN AND DOWNSPOUT CONNECTIONS.
16. EXISTING P.O.L., PROTECT IN PLACE, SEE NOTE H.
17. EXISTING TELECOMMUNICATION MANHOLE, PROTECT IN PLACE.
18. EXISTING HOT WATER MANHOLE AND VENT STACK, PROTECT IN PLACE.
19. EXISTING NATURAL GAS UTILITY, PROTECT IN PLACE, U.N.O
20. EXISTING CATHODIC PROTECTION TEST STATION, PROTECT IN PLACE.
21. EXISTING PARKING LIGHT WITH CONCRETE BASE, PROTECT IN PLACE.
22. EXISTING ASPHALT PAVEMENT, PROTECT IN PLACE, U.N.O.
SHEET KEYNOTES
REMOVE ASPHALT
REMOVE CONCRETE CURB
REMOVE CONCRETE SIDEWALK
REMOVE UTILITY, SEE NOTES
REMOVE AND RESET BOLLARD
SHEET LEGEND
XXXX
LIMIT OF DEMOLITION
ABANDON UTILITY, SEE NOTESlll
AU
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3 4 5 6 7 8 9 10 11 12 13
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2'
-1
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6'
-1 0"
18'-3" 1'-5" 15'-9" 22'-0" 25'-0" 22'-0" 15'-9" 1'-5" 9'-4" 8'-11"
10'-0" MAX
N
GRAPHIC SCALE
KEY PLAN
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US Army Corps of Engineers ®
SHEET ID
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GENERAL SHEET NOTES
KEYED NOTES
8 0 8
Scale: 1/8 INCH = 1 FOOT
1 EXISTING 6" CONCRETE SLAB.
2 EXISTING TRENCH.
3 EXISTING WST FOUNDATION.
4 EXISTING COLUMN, PIER, FOUNDATION AND GRADE BEAM.
5 EXISTING AIR DUCT (TYPICAL 4 PLACES).
6 REMOVE EXIST 6" CONCRETE SLAB IN HATCHED AREA AS
REQUIRED TO INSTALL CONDUIT ROUTED UNDER EXISTING GRADE
BEAM STRIP FOOTING. FOR SLAB DETAILS SEE SHEET S-510. FOR
CONDUIT DETAILS SEE SHEET T-112.
1/8" = 1'-0"B1 DEMOLITION PLAN - EXISTING WST AREA
A FOR GENERAL STRUCTURAL NOTES, SEE SHEETS S-001 THROUGH
S-003.
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09065010 Snapshot
FCU FCU
-3
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AA
BOT ROOM 2
MECH RM N.I.C.
PPTT
PPTT
COMPUTER
ROOM 1
COMM RM
ELECT. ROOM
BRIEFING RM 4
BRIEFING RM 3
BRIEFING RM 2
BRIEFING RM 1
VESTIBULE N.I.C.
CORRIDOR 3
29' - 10"
1 1 1 11
COMPUTER
ROOM 2
4 4
-9.5
2'
/4
5 6 5 6 5 6 5 6
5 6
5 6
5 10
6'
7' - 2 1/2"1' - 2 1/2" 11' - 0 1/4" 16' - 0" 16' - 0" 7' - 5" 26' - 1 3/4" 3' - 7" 32' - 3"
/2
1/ 2"
8'
/4
/4
6'
/4
8'
/4
1 1 1 1
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GRAPHIC SCALE
KEY PLAN
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US Army Corps of Engineers ®
SHEET ID
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1/8" = 1'-0"A1 DEMOLITION FLOOR PLAN - AREA A
GENERAL DEMOLITION SHEET NOTES
SHEET KEYED NOTES
1 MASONRY INFILL OPENING. MATCH BRICK TO EXISTING.
SEE DETAIL. B1 / A-602
2 REMOVE DOOR.
3 REMOVE SECURITY DOOR AND DEMOLISH PARTITION.
4 DEMOLISH METAL STUD PARTITION.
5 REMOVE SUSPENDED ACOUSTICAL CEILING, LIGHT
FIXTURES, DIFFUSERS AND GRILLES, AND CEILING
MOUNTED DEVICES. SALVAGE FOR RE-USE AS INDICATED.
SEE ELECTRICAL AND MECHANICAL FLOOR PLANS.
6 REMOVE CARPET AND BASE.
7 EXISTING RAISED FLOORING TO REMAIN.
8 DEMO CMU & BRICK VENEER WALL FOR DOOR OPENING.
9 SEE CIVIL DRAWINGS FOR SITE DEMOLITION.
10 SEE STRUCTURAL DRAWINGS FOR SLAB DEMOLITION.
A. SEE SHEET A-001 FOR ABBREVIATIONS. SEE SHEET A-010 FOR
GENERAL NOTES, LEGENDS, SYMBOLS AND BUILDING
INFORMATION USED.
B. SEE SHEET A-100 FOR LIFE SAFETY PLAN AND NOTES.
C. IT IS ANTICIPATED THAT THIS BUILDING WILL REMAIN OCCUPIED AT
ALL TIMES DURING CONSTRUCTION. LIFE SAFETY PROVISIONS
SHALL REMAIN IN FORCE AND SHALL BE MAINTAINED AT ALL TIMES.
LIKEWISE, COORDINATION OF CONSTRUCTION, DELIVERIES,
MANAGEMENT, SECURITY, AND SAFETY, HOURS OF WORK,
CONTROLLED ACCESS TO THE FACILITY, TRASH AND WASTE
MANAGEMENT AND OTHER ASSOCIATED PRACTICES ARE
REQUIRED AND WILL NEED COORDINATION WITH THE TENANT(S)
AND CLIENT.
D. WORK IN AREA A IS SHOWN ON FLOOR PLAN IN ITS ENTIRETY.
WORK IS SUBJECT TO PHASING SHOWN ON A-010.
E. SEE SHEET A-601 FOR DOOR SCHEDULE.
F. BOT AND COMPUTER EQUIPMENT REMOVAL BY OTHERS.
COORDINATE WITH PROJECT OFFICER.
G. SEE STRUCTURAL, MECHANICAL, ELECTRICAL, AND FIRE
PROTECTION DRAWINGS FOR ADDITIONAL DEMOLITION WORK.
8'4' 16'0
SCALE: 1/8"=1'-0"
7/
/1
/0
2/
04 OCTOBER 2018
F
D
C
B
13121110987
A
-I
-H
-G
NEW WST 1
152A
COMPUTER RM
101B
COMPUTER RM
101A
CORRIDOR N.I.C.
112AMAINT. N.I.C.
123XMAINT. N.I.C.
124X
HYDR. RM N.I.C.
CORRIDORS N.I.C.
112X
TRAINER RM
N.I.C.
CORRIDOR N.I.C.
112B
(EXISTING) HYDR.
RM
2N
152D
152F
3B
2H
2I
2J
2K
152L
1C
1D
4A
NEW WST 2
152B
NEW WST 1
152A
100' - 0"
2A
123A
TYP.
/2
2'
3'
/2
/2
6'
0"
18' - 3" 1' - 5" 15' - 9" 22' - 0" 25' - 0" 22' - 0" 15' - 9" 1' - 5" 9' - 4" 8' - 11"
G
F
MECH RM N.I.C.
TELECOM N.I.C.
JAN. CLOS.
MAINT. N.I.C.
124X
MAINT. N.I.C.
123X
CORRIDOR N.I.C.
112A
WOMEN'S
MEN'S
120B
6A
119B
4A
1A
1C
110B
-2-1A-1
-I
-H
LEARNING
CENTER N.I.C.
VES. N.I.C.
108X
JAN. CLOS.
MEN'S
WOMEN'S
0A
9A
8A
7A
5A
BRIEFING RM
N.I.C.
108A108B
N
GRAPHIC SCALE
KEY PLAN
-1 -9
1 14
-A
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A
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D
B
A
S M
US Army Corps of Engineers ®
SHEET ID
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IN
G . R
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A N
G E
R H
A U
S E
N
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FOR CONSTRUCTION
D E
M O
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A R
C H
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C T
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A L
F
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S T
F
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R E
A S
, B , C
A N
D D
GENERAL DEMOLITION SHEET NOTES
SHEET KEYED NOTES
1 WST UNIT CLEARANCE ENVELOPE (F.10) WST EQUIPMENT
BY OTHERS.
2 WST FOUNDATION PAD. SEE STRUCTURAL DWGS.
3 EXISTING STRUCTURAL COLUMN. SEE STRUCTURAL DWGS.
4 REMOVE INSULATED PANELS FOR NEW OVERHEAD DOOR
INSTALLATION.
5 REMOVE FLOORING
6 REMOVE WALL TILE
7 REMOVE BASE
8 EXISTING DOORS, SEE DOOR SCHEDULE, SHEET A-601
9 REMOVE TOILET PARTITIONS.
10 REMOVE SUSPENDED ACOUSTICAL CEILING, LIGHT
FIXTURES, DIFFUSERS AND GRILLES, AND CEILING
MOUNTED DEVICES. SALVAGE FOR RE-USE AS INDICATED.
SEE MECHANICAL, ELECTRICAL, AND FIRE PROTECTION.
11 REMOVE MIRRORS & TOILET ACCESSORIES.
12 REMOVE PLUMBING FIXTURES. SEE MECHANICAL
DRAWINGS.
13 REMOVE DOOR FRAME AND HARDWARE
14 REMOVE ACCESS FLOOR PANELS. PEDESTALS TO REMAIN.
FOR ESTIMATING PURPOSES CONTRACTOR TO REPLACE
15% OF PEDESTALS.
A. SEE SHEET A-001 FOR ABBREVIATIONS. SEE SHEET A-010 FOR
GENERAL NOTES, LEGENDS, SYMBOLS AND BUILDING
INFORMATION USED.
B. SEE SHEET A-100 FOR LIFE SAFETY PLAN AND NOTES.
C. IT IS ANTICIPATED THAT THIS BUILDING WILL REMAIN OCCUPIED AT
ALL TIMES DURING CONSTRUCTION. LIFE SAFETY PROVISIONS
SHALL REMAIN IN FORCE AND SHALL BE MAINTAINED AT ALL TIMES.
LIKEWISE, COORDINATION OF CONSTRUCTION, DELIVERIES,
MANAGEMENT, SECURITY, AND SAFETY, HOURS OF WORK,
CONTROLLED ACCESS TO THE FACILITY, TRASH AND WASTE
MANAGEMENT AND OTHER ASSOCIATED PRACTICES ARE
REQUIRED AND WILL NEED COORDINATION WITH THE TENANT(S)
AND CLIENT.
D. WORK IN AREA IS SHOWN ON FLOOR PLAN IN ITS ENTIRETY. WORK
IS SUBJECT TO PHASING SHOWN ON A-010.
E. SEE SHEET A-601 FOR DOOR SCHEDULE.
F. WST, SUPPORT EQUIPMENT AND COMPUTER EQUIPMENT REMOVAL
BY OTHERS. COORDINATE W/ PROJECT OFFICER.
G. SEE STRUCTURAL, MECHANICAL, ELECTRICAL, TELECOM, AND FIRE
PROTECTION DRAWINGS FOR ADDITIONAL DEMOLITION WORK.
1/8" = 1'-0"A1 DEMOLITION FLOOR PLAN - AREA B
1/8" = 1'-0"E5 DEMOLITION FLOOR PLAN - AREA C
1/8" = 1'-0"E1 DEMOLITION FLOOR PLAN - AREA D
8'4' 16'0
SCALE: 1/8"=1'-0"
7/
/1
/0
2/
-5 -6 -7 -8 -9 -10
-E
-D
-C
-A
-B
G
-L
ELEC RM
MECH RM
MECH RM
COMPUTER RM 1
COMPUTER RM 2
BOT ROOM 2
ELEC RM
BRIEFING RM 3
BRIEFING RM 4
CORR
BRIEFING RM 2
T A
S K O
R D
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D B
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D B
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D R
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IS
S
U E D
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SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
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C
B
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®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
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KEY PLAN
GRAPHIC SCALE
1 14
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A
-1 -9
-L
-A
S E
P T
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B E
R
A N
S I
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A K
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ID
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N
N
A
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FSCP
IM IMIM CM
R
AC
F T
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A C
P
SEE SHEET FA001 FOR SYMBOLS, ABBREVIATIONS AND GENERAL NOTES.A.
GENERAL SHEET NOTES
SHEET KEYNOTES
REMOVE EXISTING FACP AND RADIO TRANSMITTER.8.
REMOVE INPUT MODULES FOR EXISTING DELUGE VALVE.7.
FIRE ALARM DEVICES.
REMOVE EXISTING DELUGE CONTROL AND RELEASE PANEL AND RELATED 6.
ALTERED.
VERIFY NO CIRCUITS RELATED TO HIGH BAY PREACTION SYSTEM ARE 5.
VALVES.
DISCONNECT AND REMOVE CIRCUITS FOR SIMULATOR 1 AND 2 PREACTION 4.
SYSTEM).
SYSTEM VALVES FOR EXISTING SIMULATORS 1 AND 2 (NOT HIGHBAY
REMOVE ALL FIRE ALARM DEVICES AND CIRCUITS SERVING THE PREACTION 3.
REMOVE EXISTING HEAT DETECTORS.2.
REMOVE ALL EXISTING FIRE ALARM AND DETECTION EQUIPMENT.1.
BOT SIMULATOR 1 FIRE ALARM DEMO PLAN
SCALE: 1/8" = 1'-0"
2 2
2 2
-O
C T -2
:4
D E
M O
L
IT
IO
N
F
IR
E A
L A
R M
F
IR
S T F
L O
O R D
E M
O L
IT
IO
N P
L A
N
FD110
FOR CONSTRUCTION
B P
E A
B O
D Y
B S
H A
N N
O N
G
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IN
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L
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N T C
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M E
N T S
-0
-1
A
M E
N D
M E
N T
-0
0 8'4' 16'
SOUTHWEST MECHANICAL AND SPRINKLER RISER ROOM DEMO PLAN
SCALE: 1/8" = 1'-0"
-5 -6 -7
AA
-3 -4 -8 -9 -10 -11
-D
-E
BB
T A
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D B
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D R
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SHEET ID
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US Army Corps
U .S
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-D -0
KEY PLAN
GRAPHIC SCALE
1 14
G
A
-1 -9
-L
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S E
P T
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B E
R
A N
S I
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N
N
A
B
D
C
GENERAL SHEET NOTES
SHEET KEYNOTES
EXISTING EMPTY WALL MOUNTED RACK TO BE REMOVED.5.
OPERATIONS.
DURING PROJECT DEMOLITION AND CONSTRUCTION
CABLING. PROTECT EXISTING DATA OUTLETS AND ALL CABLING
EXISTING WALL DATA OUTLETS REMAIN, ALONG WITH RELATED 4.
OPERATIONS.
CABLING DURING PROJECT DEMOLITION AND CONSTRUCTION
RELATED CABLING. PROTECT EXISTING FIBER PANEL AND ALL
EXISTING WALL-MOUNTED FIBER PANEL TO REMAIN, ALONG WITH 3.
PANEL LOCATION.
ENCLOSURE AND EXTEND IN 1"C TO THE NEW ACCESS CONTROL
ACCESS PANELS ON A LABELED TERMINAL BLOCK IN A NEMA 1
DRAWING T-111. TERMINATE EXISTING CABLING GOING TO THE
PANELS ON THIS WALL TO THE LOCATION INDICATED ON
RELOCATE THE 4 EXISTING ADVANTROL ACCESS CONTROL 2.
SERVING THIS AREA.
TERMINATION POINT IN THE TELECOMMUNICATIONS ROOM
WITH ALL RELATED CABLING INFRASTRUCTURE BACK TO THE
OUTLETS AFFECTED BY THE PARTITION DEMOLITION. ALONG
TO BE DEMOLISHED IN THIS AREA, REMOVE THE 3 EXISTING DATA
FOR THE PARTITIONS INDICATED ON THE ARCHITECTURAL PLANS 1.
D2
FIRST FLOOR PLAN
SCALE: 1/8" = 1'-0"
0 8'4' 16'
-O
C T -2
:5
D E
M O
L
IT
IO
N
T E
L E
C O
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IC
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IO
N S
F
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S T F
L O
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N P
L A
N
TD111
FOR CONSTRUCTION
W
M C
C A
L L
S
G R
A H
A M
J
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R S
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M E
N T S
-0
-1
A
M E
N D
M E
N T
-0
EQUIPMENT, OUTLET, AND CABLING SCHEDULES.
REFER TO DRAWINGS T-601 AND T-602 FOR TELECOMMUNICATIONS B.
LEGEND AND ABBREVIATIONS.
REFER TO DRAWING T-001 AND T-002 FOR TELECOMMUNICATIONS A.
#2319 ADDITION
SEE DWG S-101
Rip Rap
E.O.P.
E.O.P.
As ph al t S id ew al k
Asphalt Sidewalk
S
S
Rip Rap
Gate
D
E
GM
E
TR-1
TR-202TR-203
S
Electrical Equipment
On Conc. Pad
Conc.
Pad
Roof Peak Elev.=136.47'
Finished Floor Elev.=115.81'
Roof Peak Elev.=147.75'
Roof Peak Elev.=137.41'
Finished Floor Elev.=116.48'
Roof Peak Elev.=162.55'
Finished Floor Elev.=115.75'
Building #
KC-10 Flight Simulator Addition
Si de w al k
Conc. Sidewalk
Asphalt Parking Lot
E
Finished Floor Elev.=115.86'
Conc. Sidewalk
S S
S S
S a b
Asphalt Sidewalk
Va nd en be rg A ve
GM
Conc. Sidewalk Grass
Asphalt Parking Lot
Building #
TR-201
FF=115.86'
N 436492.13 E 466445.49
N 436474.59 E 466449.53
11N 436457.15 E 466373.81
N 436572.30 E 466345.80
R3' TYP.
11 11N 436596.00 E 466340.09
N 436611.94 E 466408.66
20'
6.5'
.3
6'
R15'
9' 9'
~1 8.
0'
~6 .5
39'-3 18"
'-1
1 2"
4'
28.25' 15
L1
L2 C1
L3
11 N 436468.46 E 466422.89
11 N 436461.21 E 466424.56
11N 436458.67 E 466413.73
11N 436462.61 E 466397.55
*REPRESENTS FACE OF CURB
CURB LINE AND CURVE TABLE
C1
L1
L2
L3
LENGTH
15.71'
3.52'
9.46'
64.03'
RADIUS
10.00'
DIRECTION / DELTA
090°00'00"
S13°19'14"E
N76°40'46"E
S13°19'14"E
START NORTHING EASTING
N 436581.46 E 466385.12
N 436582.70 E 466375.10
N 436579.28 E 466375.91
N 436574.03 E 466397.16
END NORTHING EASTING
N 436574.03 E 466397.16
N 436579.28 E 466375.91
N 436581.46 E 466385.12
N 436511.72 E 466411.91
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N
A. FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS SEE DWG
C-001.
B. NEW ASPHALT PAVEMENT SECTION SHALL MEET MINIMUM DESIGN
THICKNESS AS INDICATED OR MATCH EXISTING ASPHALT
PAVEMENT THICKNESS, WHICH EVER IS THICKER.
C. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING
CONSTRUCTION. ANY DRAINAGE FEATURE OR STRUCTURE
DISTURBED DURING CONSTRUCTION, NOT IDENTIFIED TO BE
DEMOLISHED, SHALL BE RESTORED TO EXISTING CONDITIONS OR
BETTER SUBJECT TO THE APPROVAL OF THE OWNER.
D. POSITIVE DRAINAGE AWAY FROM BUILDINGS SHALL BE MAINTAINED.
E. INSTALL PARKING LOT STRIPING WHERE INDICATED, AS SPECIFIED.
RESTRIPE ALL EXISTING PARKING LOT STRIPING DISTURBED OR
DAMAGED BY CONSTRUCTION ACTIVITIES.
F. FOR PARKING LOT LIGHTING AND WALKWAY LIGHTING SEE DWG
ES101.
G. CONCRETE SIDEWALKS SHALL HAVE CROSS SLOPE OF 2%, AWAY
FROM THE BUILDING. CONTROL JOINTS SHALL BE INSTALLED PER
DETAIL.
H. PARKING STALL COUNTS:
BUILDING 2319:
EXISTING = 57 STALLS
PROPOSED = 35 STALLS
TOTAL REMOVED = 22 STALLS
I. TOPSOIL AND SEED ALL AREAS DISTURBED BY CONSTRUCTION
WHICH ARE NOT PAVED, AS SPECIFIED.
GENERAL SHEET NOTES
SHEET KEYNOTES
1. CONSTRUCT 6" CONCRETE CURB, SEE DETAIL F1 DWG C-502.
2. CONSTRUCT CONCRETE SIDEWALK, SEE DETAIL F8 DWG C-501.
SEE EXPANSION / CONTRACTION JOINT DETAIL F4 DWG C-502.
3. TRANSITION 6" CURB TO 0" OVER 6'.
4. TIE INTO EXISTING CURB.
5. TIE INTO EXISTING WALK.
6. PAINTED STRIPING, 4" WHITE 2' O.C., AS SHOWN.
7. PAINTED 4" WHITE PARKING STRIPE.
8. PROVIDE NO PARKING LOADING ZONE (DOUBLE ARROW) SIGN,
R7-6D. STYLE TO MATCH BASE INSTALLATION STANDARDS IF
APPLICABLE. FOR MOUNTING SEE DETAIL D4 ON DWG C-502.
9. BOLLARD TYP. OF 4 AT EQUIPMENT DOORS. SEE DETAIL D8 DWG
C-502.
10. BOLLARD LUMINAIRE, SEE ELECTRICAL DWG ES101.
11. TIE INTO EXISTING ASPHALT, SEE DETAIL D1 DWG C-501.
12. NEW ASPHALT PAVEMENT SEE DETAIL F4 DWG C-501.
13. CONCRETE PAVEMENT SEE LAYOUT AND GRADING DETAIL B1 DWG
C-503.
14. CONCRETE PAD, SEE DWG MH402.
15. PROVIDE NO PARKING FIRE LANE (DOUBLE ARROW) SIGN, R8-31D.
STYLE TO MATCH BASE INSTALLATION STANDARDS IF APPLICABLE.
FOR MOUNTING, SEE DETAIL D4 ON DWG C-502.
SHEET LEGEND
ASPHALT PAVEMENT
CONCRETE SIDEWALK
TOPSOIL AND SEED
CURB, SEE DETAILS.
AU
G
U
ST
FRAME PLAN
GRATE PLAN
SECTION A
SECTION B
1' -1
0"
2' -1
1"
2' -0
2'-0"
AA
BB
2'-11"
1'-10"
6"
2'-0"
2"
TOTAL WEIGHT 400 LBS MIN.
PLAN SECTION A-A
AA
8" 8"4'-0"
8" 4'
-0
8"
MORTAR
8" 8"
2"
8" 4'-0" 8"
1. HEAVY DUTY CAST IRON
FRAME AND COVER
2. FRAME SHALL BE SET IN
A 1" BED OF MORTAR
AND LOCKED IN PLACE
WITH MORTAR CAP
3. 2-#4 BARS, 4 SIDES OF
OPENING
4. #4 BARS 12" O.C. BOTH
WAYS.
SOLID COVER
FRAME SECTION
1.
2.
LETTERING "D" (STORM)
SHALL BE STAMPED OR
CAST INTO COVER.
MACHINE TO A TRUE 26"
D
2'-0"
2'-3"
3'-3"
7"
3/ 4"
4- 1/
4"
2'-1 3/4"
2"
1"
8"
3/4"
1/
2"
COVER SECTION
TOTAL WEIGHT 400 LBS MIN.
1. EXISTING CONCRETE
2. CORE DRILL HOLE PIPE OD+2-1/2" + CLEAN
PRIOR TO INSTALLING GROUT AND PIPE
3. INVERT ELEVATION SHOWN ON PLAN
4. WET PIPE AND CONCRETE WALL. THEN
SEAL WITH NON-SHRINK GROUT
5. PIPE JOINT, WHERE REQUIRED
6. 1-1/2" PIPE DIA, 18" MAX
7. NEOPRENE GASKET
8. NEW PIPE
FF=115.86
FF=115.86
5.
115.00
4.9
4.9
1115.41
115.06
5.
115.23
115.72
6'
6'
32.13'
.0
3' 6'
6.50'
115.49115.76
115.82
115.16
115.12
115.82
115.76
115.26
-2 .0
3%
-2.18%
-2.23%
-4.16%
-3 .0
8%
6'
1. SEE DETAIL D4 DWG C-501 FOR CONCRETE TO
ASPHALT TRANSITION.
2. ASHPALT PAVEMENT SEE DETAIL F4 DWG C-501.
3. CONCRETE PAVEMENT, SEE DETAIL F1 DWG
C-501.
4. BOLLARD, SEE DETAIL D8 DWG C-502.
5. EXPANSION JOINT, SEE DETAIL F8 DWG C-502.
6. CONTROL JOINT LOCATIONS, SEE DETAIL F4
DWG C-502.
7. APPROXIMATE LIMITS OF BURIED SLAB FOR
CONCRETE TO ASPHALT TRANSITION.
R5.5
R3'
4.65'
BUILDING
2319 ADDITION
BUILDING
2319 (EXISTING)
5 4 TYP OF 4
-1 .9
7%
6'
115.82
115.82115.82
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NONEF1 MANHOLE FRAME AND COVER
NONE
B1 CONCRETE PAVEMENT GRADING
NONE
F8 TYPICAL INLET FRAME AND GRATE
NONE
B8 TYPICAL INLET
NONE
EN037146
Image
0+50 1+00 2+00 2+50
57.13 LF 12" CPP @ 0.67%
STORM B
64.29 LF 12" CPP @ 0.65%
STORM C
EX
ST
I2
ST
A.
+2 8.
R
IM
=1
.7
IN
V
IN
=1
.5
IN
V
O U
T=
8.
EX
ST
M H
ST
A.
+0 0.
R
IM
=1
.5
IN
V
IN
=1
.5
IN
V
O U
T=
9.
M H
ST
A.
+6 1.
R
IM
=1
.4
IN
V
IN
=1
.0
IN
V
O U
T=
9.
PROPOSED
GRADE
EXISTING
GRADE
IN
V
IN
=1
.0
STA. 1+14.77
2-2" TELECOM
CONDUITS (SEE
DETAIL A3/ DWG T-502)
SD
SD
SD SD
SD
SD
D
SD
D D
E E E E E E E E
E E
E E
E E
E E
E E
PO
L
PO
L
PO
L
PO
L
PO
L
PO
L
G G
G G
G
C
C
C
C
C
C
C C
C
15" RCP
Inv.=110.69'
E.O.P.
Grate=113.79' a Inv.=108.59'
D
Rim=115.59' a Inv.=109.39' b Inv.=109.49' c Inv.=110.09' (4" CPP)
D
Rim=114.76' a Inv.=108.36' b Inv.=108.16' c Inv.=108.26'
GM
TR-202TR-203
Roof Peak Elev.=147.75'
Finished Floor Elev.=115.75'
D.
C.
G G G G
HTWS HTWS HTWS
D D
H
TW
S
E E E E E E E E E E E
HTWS
HTWS HTWS HTWS
H
TW
S H
TW
S
HTWS HTWS HTWS
SD SD SD SD SD
SD
SD
D D D D D
D
Conc. Sidewalk
E
Finished Floor Elev.=115.86'
Clean Out
W
SD
SD
a
" C
PP
SD
SD
15" C
PP
SD SD
a b c
8" CPP
" C
PP
SD SD SD
a b c
12" CPPa b
Clean Out
Clean Out
Conc. Curb
BM
BM 2
Elev.=115.05'
HTWS
TR-201
1+
2+00
2+30
MH3 (4' DIA.)
STA. 1+61.13
N 436480.21 E 466437.16
STORM B
57.13 LF 12" CPP
@ 0.67%
STORM C
64.29 LF 12" CPP
@ 0.65%
MH2 (EXST)
STA. 1+00.00
I2 (EXST)
STA. 2+28.42
MH1 (EXST)
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20' 40'0
N SHEET KEYNOTES
1. CONSTRUCT NEW 4' MANHOLE, SEE DETAIL B1 AND B4 DWG C-502
AND DETAIL F1 DWG C-503.
2. CONNECT TO EXISTING STORM SEWER MANHOLE.
3. CONNECT TO EXISTING STORM SEWER INLET.
5. ROOF DRAIN, SEE DWG CG120.
A. FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS SEE DWG C-001.
B. FINISHED SURFACE ELEVATIONS SHALL MATCH EXISTING GRADE ELEVATIONS.
MATCH TOP OF CONCRETE PAVEMENT TO TOP OF EXISTING CONCRETE
PAVEMENT.
C. TOPSOIL AND SEED ALL AREAS DISTURBED BY CONSTRUCTION WHICH ARE
NOT PAVED.
D. ROOF DRAINS BETWEEN BUILDING AND INTERCEPTING DRAINS SHALL BE 4”.
THEIR INVERT AT THE BUILDING SHALL BE A MINIMUM OF 6” ABOVE THE TOP
OF FOOTING AND SHALL SLOPE AT A MINIMUM OF 2%. ROOF DRAINS SHALL
JOIN UPPER QUADRANT OF INTERCEPTING DRAIN SO THAT THERE IS A 45°
ANGLE BETWEEN THE CENTERLINE OF THE ROOF DRAIN AND THE
HORIZONTAL LINE THROUGH THE CENTER OF THE INTERCEPTING DRAIN.
E. THE CONTRACTOR SHALL NOT DISTURB THE JP-4 / P.O.L. FUEL LINE DURING
CONSTRUCTION. EXCAVATION IN THE VICINITY OF THIS PIPELINE SHALL BE
DONE BY HAND. WHEN EXCAVATING NEAR THE FUEL LINE, CONTACT
ALEXANDER DYSON, A.DYSON@COMCAST.NET, (609) 267-9100.
F. COORDINATES FOR STORM DRAIN STRUCTURES INDICATE THE CENTER OF
THE STRUCTURE.
GENERAL SHEET NOTES
E6 STORM B AND STORM C PLAN
SCALE: 1" = 20'
B6 STORM B AND STORM C PROFILE
SCALE: 1" = 20'
4. NOT USED
E E E E E E
E
E
E E
E E
E
E
E E E E E E E E E E
E E
E E
E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E
E E E
E
E E E E
E
POL
POL
POL
POL
PO
L
PO
L
PO
L
PO
L
PO
L
PO
L
PO
L
PO
L
PO
L
POL
POL
G G
G G
G G G G G G G G G
G G
G G
G G
G G
G
C C
C C
C C
C C
C C
C
C
C
C
C
C
C
C
C
C
C
C
C C
C
C
C
C
C
C
C
C
Rip Rap
15" RCP
Inv.=110.69'
E.O.P.
E.O.P.
As ph al t S id ew al k
Asphalt Sidewalk
S
S
Rip Rap
12" RCP
Inv.=110.86'
Gate
D
4" PVC
Inv.=114.23'
G
D
E
T
Rim=113.70'
D
GM
E
Rim=115.08'
Swale Sw ale
TR-1
TR-2
TR-102
TR-202TR-203
GM
Cross Walk
S
Rim=115.53' (6" CIP) a. Inv.=113.03'
(6" PVC) b. Inv.=112.83'
Electrical Equipment
On Conc. Pad
Conc.
Pad
D
Roof Peak Elev.=136.47'
Finished Floor Elev.=115.81'
Roof Peak Elev.=147.75'
Roof Peak Elev.=137.41'
Finished Floor Elev.=116.48'
Roof Peak Elev.=162.55'
Finished Floor Elev.=115.75'
Building #
KC-10 Flight Simulator Addition
D.
C.
D.
C.
D.C.
D.
C.
Si de wa lk
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
Sw al e
G G G G
HTWS HTWS HTWS HTWS
H
TW
S H
TW
S
HTWS
D D
D
U U
U U
U U
H
TW
S
E E E E E E E E E E E
HTWS
HTWS HTWS HTWS
H
TW
S H
TW
S
HTWS HTWS HTWS
SD SD SD SD SD
SD
SD
D D D D D
D
D
W W W W W W W W W W W W W W W W W W
Clean Out
Conc. Sidewalk
Asphalt Parking Lot
E
Finished Floor Elev.=115.86'
Clean Out
Conc. Sidewalk
W
Swale
Conc. Curb
S S
S S
S a b
SDSD
a b
SD
a
Water
Water
Asphalt Sidewalk
SD
SD
SD
a
SD
SD
SD
SD
SD SD
SD
SD
SD SD
SD
Clean Out
SD
Clean Out
Clean Out
Clean Out Clean
Out
Clean Out
Clean Out
Clean Out
Clean Out
Clean Out
Clean Out
Clean Out
Va nd en be rg A ve
BM
Conc. Curb
Co nc
. C ur b Co nc . C ur b
BM 1
Elev.=114.97'
BM
BM 2
Elev.=115.05'
Steps
W
W W
W W
Rip Rap
Rip Rap
Rip Rap
C
C C C
E
E
E E
E E E E E E
E
E
E E
E E E E E E E
E E E E E E E E E E E E E
E E
E E
POL
POL
POL
POL
E E
E
E E
E E
E E E E E
E
E E E E
E E
E
E
E
E
E
E
E
D
E E
E E
E E
E E
E E
E E
E E
E
E E
E E
E E
E E
U U
U
E E
E E E
Asphalt Parking Lot
Conc. Curb Grass
Grass
Conc. Curb
Conc. Sidewalk
SD
SD
SD
SD
a b
SD
SD
SD
SD
SD
SD
a b c
24" CPP
" C
PP
30" CPP
12" CPP
a
D D D D D D D D D D
Asphalt Parking Lot
HTWS
Building #
TR-201
W W
W W
SD
SD
SD SD
SD
SD
D
G G
GG
SD
G G
G G
G
D D
5.00'
G G
G G
G G G G G G G G G
G G
G G
G G
G G
N 436594.35 E 466347.53
N 436605.29 E 466394.89
N 436487.07 E 466422.88
N 436469.08 E 466373.60
N 436475.55 E 466372.97
N 436459.10 E 466419.92
N 436474.54 E 466369.71
N 436462.50 E 466419.11
TA
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A. FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS SEE DWG
C-001.
B. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES
AS INDICATED HAVE BEEN OBTAINED FROM EXISTING RECORDS
AND FIELD SURVEYS. UNDERGROUND STRUCTURES AND
UTILITIES MAY BE PRESENT WHICH ARE NOT DOCUMENTED OR
LOCATED.
C. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
FIELD-VERIFY EXISTING STRUCTURES, UTILITIES, AND SURVEY
INFORMATION, AND TO TAKE NECESSARY PRECAUTIONS DURING
DEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL
FIELD-CHECK ALL EXISTING CONDITIONS AND BE THOROUGHLY
FAMILIAR WITH THE SITE BEFORE ANY WORK COMMENCES. ANY
DISCREPANCIES IN THE DRAWINGS SHALL BE IMMEDIATELY
REPORTED TO THE OWNER BEFORE ANY FURTHER WORK
COMMENCES. IN THE EVENT AN UNEXPECTED UTILITY OR
STRUCTURE INTERFERENCE IS ENCOUNTERED, THE
CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER.
D. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ITEMS
NOT TO BE DAMAGED DURING DEMOLITION AND CONSTRUCTION.
THE CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED OR
DISTURBED ITEMS TO THE SATISFACTION OF THE OWNER.
E. THE CONTRACTOR SHALL NOT DISTURB THE JP-4 / P.O.L. FUEL
LINE DURING CONSTRUCTION. EXCAVATION IN THE VICINITY OF
THIS PIPELINE SHALL BE DONE BY HAND. WHEN EXCAVATING
NEAR THE FUEL LINE, CONTACT ALEXANDER DYSON,
A.DYSON@COMCAST.NET, (609) 267-9100.
GENERAL SHEET NOTES
20' 40'0
N
1. REROUTE 1" NATURAL GAS LINE. CONTRACTOR TO VERIFY
EXISTING PIPE DIAMETER, MATERIAL, AND DEPTH (MATCH
EXISTING).
2. TIE IN TO EXISTING NATURAL GAS LINE.
3. REPLACE SUB DRAIN AND CLEAN OUT TO MATCH EXISTING.
CLEAN OUT RIM TO MATCH PROPOSED GRADING.
4. PROPOSED STORM DRAIN, TYP, SEE DWG CG120.
5. PROPOSED ROOF DRAIN, TYP, SEE DWG CG120.
6. EXISTING STORM DRAIN, PROTECT IN PLACE.
7. EXISTING ELECTRICAL DUCT BANK, PROTECT IN PLACE.
8. EXISTING HIGH TEMPERATURE HOT WATER (SUPPLY AND
RETURN) LINES, PROTECT IN PLACE.
9. EXISTING HIGH TEMPERATURE HOT WATER (SUPPLY AND
RETURN) LINES, DEMOLISH IF REQUIRED WHERE SHOWN ON DWG
CD100.
10. EXISTING SUBDRAIN AND CLEAN OUT, PROTECT IN PLACE, U.N.O.
11. EXISTING P.O.L., JP-4 FUEL LINE, PROTECT IN PLACE, SEE NOTE E.
12. EXISTING COMMUNICATIONS LINES, PROTECT IN PLACE.
13. CONCRETE PAD, SEE DWG MH402.
14. 2-2" TELECOM CONDUITS FOR PDS CABLES. SEE TELECOM DETAIL
A3 ON DWG T-502.
15. BUILDING CONNECTION TO ROOM 152B, FOR CONNECTION
DETAIL SEE BOT BUILDING ENTRY DETAIL ON DWG T-112. FOR
CONTINUATION OF TELECOM UTILITY SEE DWG T-112.
16. BUILDING CONNECTION TO ROOM 146, FOR CONNECTION DETAIL
SEE WST BUILDING ENTRY DETAIL ON DWG T-112. FOR
CONTINUATION OF TELECOM UTILITY SEE DWG T-112.
SHEET KEYNOTES
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-1 0"
18'-3" 1'-5" 15'-9" 22'-0" 25'-0" 22'-0" 15'-9" 1'-5" 9'-4" 8'-11"
9'-10"CL WST
FDN
9'-10" CL WST
FDN
_______D1
S-402
_______D1
S-402
8"
CL
WST
FDN
3 3
1'-8"
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18'-8" 1'-8" 1'-8"
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18'-8" 1'-8"
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GRAPHIC SCALE
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KEYED NOTES
8 0 8
Scale: 1/8 INCH = 1 FOOT
1 EXISTING 6" CONCRETE SLAB.
2 EXISTING TRENCH.
3 EXISTING WST FOUNDATION.
4 EXISTING COLUMN, PIER, FOUNDATION AND GRADE BEAM.
5 EXISTING AIR DUCT (TYPICAL 4 PLACES).
6 FOR NEW ROLL-UP DOOR FRAME DETAILS, SEE DRAWING S-530.
7 NEW 6" SLAB. FOR DEMOLITION SEE SD-102. FOR DETAILS SEE
S-510.
1/8" = 1'-0"B1 FOUNDATION AND SLAB PLAN - WST AREA
A FOR GENERAL STRUCTURAL NOTES, SEE SHEETS S-001 THROUGH
S-003.
T/SLAB EL = 100'-0"
T/EQUIP FDN EL = 100'-0"
B/EXIST COL AND G.B. FDN EL = 97'-0"
09065010 Snapshot
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FOR GENERAL STRUCTURAL NOTES, 1.
NOTES:
FILLER
FILL JOINT WITH EPOXY JOINT
JOINT W/EARLY ENTRY SAW.
SAW CUT 1/8" WIDE x 1 1/2" DEEP
C L
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8" 1'-0"
NOTE A
EXIST SLAB
x 1 1/2" DEEP JOINT
SAW CUT 1/8" WIDE
#4 ADH DOWEL @ 1'-6" OC
SLAB
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EXIST CONC
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AT EXISTING WST AREA
NTS
SLAB DETAILS
SLAB
EXIST SLAB
B. FOR SLAB SUBBASE AND ISOLATION JOINT DETAILS, SEE DETAILS C2 & C3, THIS SHEET.
A. SAWCUT EXISTING SLAB TO REMOVE AND ROUGHEN TO 1/4" AMPLITUDE PRIOR TO PLACING NEW SLAB.NOTES:
09065010 Snapshot
-D
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KC-46A
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BRIEFING ROOM RENOVATIONS
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SUMMARY NOTES - BY PHASE
GENERAL SHEET NOTES
A. SEE SHEET A-001 FOR ABBREVIATIONS. SEE SHEET A-002 FOR
GENERAL NOTES, LEGENDS, SYMBOLS AND BUILDING
INFORMATION USED.
B. SEQUENCING INFORMATION ON THIS SHEET AND THROUGHOUT
THE ARE CONCEPTUAL IN NATURE AND NOT INTENDED TO
DESCRIBE EVERY STEP NEEDED FOR CONSTRUCTION, TEMPORARY
CONDITIONS, REQUIRED SECURITY AND USER OPERATIONS IN AND
AROUND THE CONSTRUCTION AREA. ADDITIONALLY, REFER TO
ELECTRICAL, MECHANICAL, FIRE PROTECTION AND TELECOMS
WORK THAT MUST BE COORDINATED AND SEQUENCED.
C. PROTECT EXISTING EQUIPMENT TO REMAIN.
D. OTHER THAN POWER INFRASTRUCTURE, (PANELBOARDS IN THE
TRAINER ROOMS FOR SIMULATOR EQUIPMENT USE) THE
SIMULATOR TRAINER INSTALLER IS RESPONSIBLE FOR ALL
ASSOCIATED ELECTRICAL EQUIPMENT CIRCUITS, SUPPORTS,
CONNECTIONS, ETC. FOR A COMPLETE AND OPERATIONAL SYSTEM
DOWNSTREAM OF THE CONTRACTOR-INSTALLED
INFRASTRUCTURE.
N.T.S
BOT PHASE 1
E1 N.T.S
BOT PHASE 2
E4 N.T.S
BOT PHASE 3
E6
N.T.S
WST PHASE 1
C1
N.T.S
WST PHASE 2
A1
NEW OVERHEAD
ROLL-UP DOOR
TEMPORARY PARTITION -
WHEN CONTRACTOR WORK
IS COMPLETE.
NEW OVERHEAD ROLL-UP
DOOR.
TEMPORARY WST PARTITION - DURING
CONSTRUCTION PHASES
CONTRACTOR IS RESPONSIBLE FOR DESIGN, CONSTRUCTION,
MANAGEMENT, AND DE-CONSTRUCTION OF THE TEMPORARY PARTITIONS
DURING CONSTRUCTION. APPROXIMATE LOCATION AND EXTENT OF THE
PARTITION IS INDICATED.
PARTITION PERFORMANCE REQUIREMENTS:
1. A TEMPORARY PARTITION IS REQUIRED TO SPAN N/S, AND FULL
HEIGHT ACROSS THE EXISTING WST ROOM. A SECOND TEMPORARY
PARTITION IS REQUIRED TO SPAN N/S AND FULL HEIGHT, FROM
FLOOR SLAB TO DECK ABOVE, INCLUDING THE SPACE BELOW
RAISED ACCESS FLOOR, ACROSS THE EXISTING COMPUTER ROOM.
CONTRACTOR MAY POSITION THE PARTITIONS TO SUITE
REQUIREMENTS. USER MUST BE ABLE TO ACCESS THE ACTIVE WST
UNIT AND ACTIVE SIDE OF THE COMPUTER ROOM. DURING
CONSTRUCTION FROM THE EXISTING BRIDGE. CONTRACTOR MAY
MODIFY AND/OR RELOCATE EXISTING BRIDGE. THE ACTIVE WST
BAY MUST REMAIN CONDITIONED DURING CONSTRUCTION, WHICH
MAY REQUIRE MOVING OF EXISTING UNIT(S) OR ROUTING THE
PARTITION AROUND EXISTING UNIT POSITION.
2. SAFETY - PROVIDE SAFE SEPARATION OF CONSTRUCTION SITE
FROM OCCUPIED AREA.
3. EGRESS - PARTITION MUST ALLOW EGRESS FROM THE SPACES IN
CASE OF EMERGENCY THROUGH THE EXISTING PAIR OF DOORS IN
THE NORTH WALL OF THE WST HIGH BAY. PARTITION MUST ALLOW
EGRESS FROM THE CONSTRUCTION SIDE. PARTITION MUST BE
AFFIXED WITH EGRESS SIGNAGE AND AREA MUST BE LIGHTED TO
MEET EMERGENCY EGRESS REQUIREMENTS.
4. VISUAL SEPARATION - SECURITY SEPARATION OF CLASSIFIED
SPACE FROM CONSTRUCTION SPACE. MANAGE SITE SO THAT
CONSTRUCTION WORKERS ARE NOT ALLOW INTO OR TO VIEW THE
OCCUPIED BAY WHILE WORKING IN THE CONSTRUCTION SIDE.
5. AUDITORY SEPARATION - PARTITION MUST MEET STC 40 CRITERIA
EITHER BY TESTED PERFORMANCE CONSTRUCTION OR BY IN-FIELD
TEST
6. DUST - PARTITION MUST SEGREGATE CONSTRUCTION DUST FROM
THE SPACE ON THE OCCUPIED SIDE OF WALL
7. STRUCTURAL - PARTITION MUST BE SELF SUPPORTING ON THE
EXISTING CONCRETE SLAB WITHOUT DAMAGING EXISTING
CONCRETE SLAB. SLAB ANCHORS ARE REQUIRED AND ARE TO BE
REMOVED, PATCHED AND REPAIRED UPON REMOVAL OF
TEMPORARY PARTITION.
PARTITION MUST RESIST A LATERAL LOAD OF 5 PSF.
8. PROJECT PHASING REQUIRES CRANE TO BE LOCATED ON
CONSTRUCTION SIDE OF PARTITION DURING EACH OF THE
CONSTRUCTION PHASES, REQUIRING A TRANSFER OF THE
EXISTING CRANE FROM ONE SIDE OF THE PARTITION TO THE
OTHER SIDE APPROXIMATELY HALF WAY THROUGH THE
CONSTRUCTION PERIOD. AT CONTRACTOR'S OPTION A PORTION
OF THE PARTITION MAY BE REMOVED AND REPLACED/RE-BUILT, OR
THE ENTIRE PARTITION MAY BE REPLACED/REBUILT, IN ORDER TO
RELOCATE.
7/
/1
9/
/1
/0 2/
BOT ADDITION / MODIFICATION
NOTE: WITHIN THE OVERALL PROJECT SCOPE, COORDINATION OF RESOURCES AND
SITE AVAILABILITY, BOT ADDITION/MODIFICATION AND WST RENOVATIONS ARE
GENERALLY INDEPENDENT OF EACH OTHER.
PHASE 1
CONSTRUCTION OF ADDITION MUST BE COMPLETE BY SEPTEMBER 2020.
FIRE PROTECTION
INSTALL NEW BUILDING FAS PANEL IN MAIN MECHANICAL ROOM.
INSTALL NEW PRE-ACTION SYSTEM VALVE, PIPING, CONTROL AND
RELEASE PANEL IN BOT MECHANICAL ROOM AND NEW BOT ROOM.
INSTALL NEW USD SMOKE DETECTION SYSTEM IN NEW BOT ROOM.
INSTALL NEW INPUT MODULES FOR NEW BUILDING FAS TO MONITOR THE
NEW PRE-ACTION SYSTEM AND NEW PRE-ACTION SYSTEM CONTROL AND
RELEASE PANEL.
PROVIDE FIRE ALARM EQUIPMENT INCLUDING NOTIFICATION DEVICES AS
NECESSARY.
DISCONNECT EXISTING USD AND SHUT OFF PRE- ACTION SYSTEM TO
EXISTING BOT ROOM TO BE MODIFIED
GENERAL CONTRACTOR
CONSTRUCT NEW BOT ROOM FOUNDATION, BOT FOUNDATION, SLAB-ON-
GRADE FOUNDATION, MASONRY WALLS, ROOF, DOORS AND ENCLOSURE.
INSTALL MEP AND COMM. SYSTEMS FOR NEW BOT ROOM.
CUT OPENING FOR DOOR INTO EXISTING COMPUTER ROOM. INSTALL PAIR OF
DOORS FROM EXISTING COMPUTER ROOM TO NEW BOT ROOM.
PATCH AND REPAIR EXISTING SURFACES DAMAGED DURING CONSTRUCTION
IN COMPUTER ROOM. PAINT AND FINISH THE NEW BOT ROOM.
BOT INSTALLER
MOVE EXISTING KC-10 BOT TO NEW LOCATION IN NEW BOT ROOM
CONNECT BOT TO EXISTING COMPUTER ROOM EQUIPMENT.
NOTE:
KC-10 BOT IS OPERATIONAL. (ACCESS TO NEW BOT ROOM IS TEMPORARILY
THROUGH EXISTING COMPUTER ROOM.)
PHASE 2
ACCESS THROUGH CORRIDOR 3 (ROOM NO. 118) MUST BE MAINTAINED DURING
CONSTRUCTION. USER WILL CONTINUE USE THROUGHOUT CONSTRUCTION.
FIRE PROTECTION
PROVIDE NEW USD FOR K-46A BOT ROOM. CONNECT USD TO PRE-ACTION
CONTROL AND RELEASE SYSTEM.
RETURN PRE-ACTION SYSTEM IN KC – 46A TO SERVICE AS PER DESIGN
DRAWINGS.
CONNECT NECESSARY FIRE ALARM DEVICES AND CIRCUITS TO MONITOR
BOT SYSTEMS.
PROVIDE FIRE ALARM EQUIPMENT INCLUDING NOTIFICATION DEVICES AS
NECESSARY.
GENERAL CONTRACTOR
DEMOLITION WORK IN EXISTING BOT HIGH BAY AND STORAGE ROOM
CONSTRUCT NEW BOT FOUNDATION AND SLAB-ON-GRADE IN EXISTING BOT
HIGH BAY AND NEW COMPUTER ROOM. INSTALL MEP AND COMM SYSTEMS IN
EXISTING BOT ROOM AND NEW COMPUTER ROOM.
COMPLETE CONSTRUCTION PREP WORK FOR RECEIPT OF KC-46 BOT.
PRIOR TO COMPLETION OF KC-46 BOT INSTALLATION BY INSTALLER,
CONTRACTOR COMPLETES INTERIOR RENOVATIONS, BRIEFING ROOMS AND
RELOCATES SECURE DOOR.
BASE ACCEPTS RENOVATION WORK.
BOT INSTALLER
INSTALL KC-46 BOT
CONNECTS BOT TO NEW COMPUTER ROOM EQUIPMENT
PHASE 3
KC-10- BOT MOVES OUT OF ADDITION IN AUGUST 2021.
FIRE PROTECTION
CONNECT BUILDING FAS TO NEW BOT FIRE ALARM SYSTEM.
PROVIDE FIRE ALARM EQUIPMENT INCLUDING NOTIFICATION DEVICES AS
NECESSARY
GENERAL CONTRACTOR
NO WORK IN PHASE 3
BOT INSTALLER
REMOVE EXISTING KC-10 BOT AND CORRESPONDING COMPUTER EQUIPMENT
INSTALL 2ND KC-46 BOT
RE-CONFIGURES COMPUTER ROOM EQUIPMENT AND CONNECTS NEW BOT
WST RENOVATIONS
PHASE 1
FIRST WST MOVES OUT JANUARY 2020. AREA AVAILABLE FOR CONSTRUCTION FEBRUARY
2020. CONSTRUCTION MUST BE COMPLETE BY OCTOBER 2020.
FIRE PROTECTION
DEMO EXISTING FLOOR LEVEL PRE-ACTION SYSTEM PIPING.
DEMO WST VALVES AND PIPING FOR PRE-ACTION SYSTEM 2.
PROVIDE NECESSARY FIRE ALARM EQUIPMENT TO MONITOR THE NEW WST
SIMULATOR.
INSTALL NEW USD FOR SIMULATOR BAY.
DO NOT INSTALL IN SIMULATOR BAY 152A WHERE WORK WILL BE DONE.
USD MUST BE DONE IN PHASES TO PREVENT CONTAMINATION DURING
DEMOLITION AND CONSTRUCTION.
USER/ WST INSTALLER
RELOCATE/REMOVE EQUIPMENT/DEVICES TO MAKE ROOM FOR TEMPORARY
PARTITION. MOVE CRANE TO EAST PORTION OF THE HIGH BAY AREA.
CONTRACTOR
CONSTRUCT TEMPORARY PARTITION TO SEPARATE THE HIGH-BAY AREA INTO EAST
AND WEST PARTS. CONSTRUCT TEMPORARY PARTITION TO SEPARATE THE COMPUTER
ROOM INTO EAST AND WEST PARTS.
REMOVE ACCESS PANEL FROM EAST SIDE HIGH BAY.
INSTALL ROLL UP DOOR IN EAST BAY OPENING
WST INSTALLER
REMOVE WST UNIT FROM EAST BAY
REMOVE WST COMPUTER SUPPORT SYSTEMS FROM EAST COMPUTER ROOM
REMOVE WST HYDRAULICS EQUIPMENT
CONTRACTOR
DEMOLISH RAISED ACCESS FLOOR FROM EAST COMPUTER ROOM
SLAB / FOUNDATION MODIFICATIONS AS NEEDED.
INSTALL NEW RAISED ACCESS FLOORING IN EAST COMPUTER ROOM
PAINT, FINISH, MECHANICAL, ELECTRICAL, TELECOM, FIRE PROTECTION AND
MISC. BUILDING PROVISIONS
WST INSTALLER
INSTALL NEW WST.
INSTALL NEW WST COMPUTER SUPPORT SYSTEMS
TEST AND BALANCE.
CONTRACTUALLY ACCEPT COMPLETED PORTION OF THE WORK
PHASE 2
SECOND WST MOVES OUT APRIL 2021. AREA AVAILABLE FOR CONSTRUCTION MAY 2021.
CONSTRUCTION MUST BE COMPELTE BY AUGUST 2021.
FIRE PROTECTION
DEMO EXISTING FLOOR LEVEL PRE-ACTION SYSTEM PIPING.
DEMO WST VALVES AND PIPING FOR PRE-ACTION SYSTEM 1.
PROVIDE NECESSARY FIRE ALARM EQUIPMENT TO MONITOR THE NEW WST
SIMULATOR.
INSTALL NEW USD FOR SIMULATOR BAY.
USD MUST BE DONE IN PHASES TO PREVENT CONTAMINATION DURING
DEMOLITION AND CONSTRUCTION.
CONTRACTOR
REMOVE SUFFICIENT PORTION OF TEMPORARY WALL TO RELOCATE CRANE TO
WEST SIDE.
USER
RELOCATE CRANE.
CONTRACTOR
RECONSTRUCT REMOVED PORTION OF TEMPORARY WALL/ MAKE ADJUSTMENTS IN
TEMPORARY WALL IF NEEDED. REMOVE ACCESS PANEL FROM WEST SIDE HIGH
BAY; REMOVE ACCESS PANEL FROM WEST SIDE HYDRAULICS ROOM.
INSTALL ROLL UP DOOR IN WEST BAY OPENING
WST INSTALLER
REMOVE WST UNIT FROM WEST BAY
REMOVE WST COMPUTER SUPPORT SYSTEMS FROM WEST COMPUTER ROOM
REMOVE WST HYDRAULICS EQUIPMENT
CONTRACTOR
DEMOLISH RAISED ACCESS FLOOR FROM WEST COMPUTER ROOM
SLAB / FOUNDATION MODIFICATIONS AS NEEDED.
INSTALL NEW RAISED ACCESS FLOORING IN WEST COMPUTER ROOM
MODIFICATIONS TO PARTS ROOM FOR WST PARTS, TOOLS AND MISC. EQUIP.
STORAGE
PAINT, FINISH, MECHANICAL, ELECTRICAL, TELECOM, FIRE PROTECTION AND
MISC. BUILDING PROVISIONS
WST INSTALLER
INSTALL NEW WST
INSTALL NEW WST COMPUTER SUPPORT SYSTEMS
MOVE IN PARTS, TOOLS AND MISC. EQUIPMENT FOR WST UNIT
TEST AND BALANCE.
LEGEND
PHASE - ACTIVE AREA
PHASE - INACTIVE AREA
-D
-C
-A
-B
-AA
-2A -4 -5 -6 -7 -8 -9
BOT ROOM 2
MECH RM N.I.C.
PPTT
PPTT
COMPUTER
ROOM 1
COMM RM
ELECT. ROOM
147BRIEFING RM 4
BRIEFING RM 3
BRIEFING RM 2
BRIEFING RM 1
VESTIBULE N.I.C.
A5
A-301
A1
A-301
A-202
A1
A-202
E5
A3
A-310
0B
BOT ROOM 1
145B
145A
5C
6A
143A
2A
1A
0A
9C
118C
137A
138A
0C
144A
CORRIDOR 3
8A
2B
2A
7A
A-202
A4
-10 -11
8'
AA
BB
/2
TYP.
A-202
E1 A-510
F3A-510
F1
/4
BOT
CLM
PDU
VIS CAB
1 & 2
VIS
CAB
1 & 2
BOT
UPS
BOT
UPS
BOT
UPS
CAB
BOT
UPS
CAB
BOT
PDU
BOT
PDU
BOT
EQP
CAB
BOT
EQP
CAB
BOT
EQP
CAB
BOT
EQP
CAB
BOT
CLM
PDU
MOTION
CTRL CAB
MOTION
CTRL
CAB
0D
6 TYP.
A-510
A1
COMPUTER
ROOM 2
B
B
A
A
1'
3/ 4"
6' - 2 1/2"
15' - 2 1/2"
2' - 6"
3'
/4
1'
A-510
C1 BELOW
ABOVE
A-510
A3
-9.5
2'
0'
/2
4 9
8 12
A
B
/2
1/ 2"
8'
/4
/4
6'
/4
7' - 2 1/2"1' - 2 1/2" 11' - 0 1/4" 16' - 0" 16' - 0" 7' - 5" 24' - 3 1/4" 1' - 10 1/2" 3' - 7" 32' - 3"
0' - 9" 6' - 6"
3'
/2
27' - 2"
A-602
B1
39' - 2"
/4
BOT
A/C
UNIT
BOT
A/C
UNIT
16 1718
4'
150A
N
GRAPHIC SCALE
KEY PLAN
-1 -9
1 14
-A
-L
A
G C
D
B
A
S M
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
T A
S K
O R
D E
R N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
A M
E N
D M
E N
T
R
E S
P O
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L A
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ID
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IT
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N E
W Y
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D E
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LA
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A N
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Y O
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K C
A
B E
D D
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C G
U
IR
E A
F B
B U
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T O
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Y , N
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A
LE
1:
O
F
P T
F L-
2E R
-1 4-
D -0
A-111
J.
B
A U
D R
Y
J.
S
H E
A R
IN
G . R
IG
G
IN
S
C . S
A N
G E
R H
A U
S E
N
JU
LY
FOR CONSTRUCTION
A R
C H
IT
E
C T
U R
A L
F
IR
S T
F
LO
O R
P
LA
N
A R
E A
A
1/8" = 1'-0"A1 GROUND FLOOR PLAN - AREA A
8'4' 16'0
SCALE: 1/8"=1'-0"
A. SEE SHEET A-001 FOR ABBREVIATIONS. SEE SHEET A-010 FOR
GENERAL NOTES, LEGENDS, SYMBOLS AND BUILDING
INFORMATION USED.
B. SEE SHEET A-100 FOR LIFE SAFETY PLAN AND NOTES.
C. IT IS ANTICIPATED THAT THIS BUILDING WILL REMAIN OCCUPIED
AT ALL TIMES DURING CONSTRUCTION. LIFE SAFETY PROVISIONS
SHALL REMAIN IN FORCE AND SHALL BE MAINTAINED AT ALL TIMES.
LIKEWISE, COORDINATION OF CONSTRUCTION, DELIVERIES,
MANAGEMENT, SECURITY, AND SAFETY, HOURS OF WORK,
CONTROLLED ACCESS TO THE FACILITY, TRASH AND WASTE
MANAGEMENT AND OTHER ASSOCIATED PRACTICES ARE
REQUIRED AND WILL NEED COORDINATION WITH THE TENANT(S)
AND CLIENT.
D. WORK IN AREA A IS SHOWN AS FLOOR PLAN IN ITS ENTIRETY.
WORK IS SUBJECT TO PHASING SHOWN ON A-010.
E. SEE SHEET A-601 FOR DOOR SCHEDULE.
F. REFER TO SHEET A-110 FOR CONTINUATION OF FLOOR PLAN.
G. SEE SHEET A-010 FOR BOT PHASING PLANS.
H. SEE STRUCTURAL, MECHANICAL, ELECTRICAL, TELECOM AND FIRE
PROTECTION DRAWINGS FOR ADDITIONAL WORK.
GENERAL SHEET NOTES
SHEET KEYED NOTES
1 OVERHEAD COILING ROLL-UP DOOR. SEE DOOR
SCHEDULE. SEE SHEET A-601.
2 BOT UNIT CLEARANCE ENVELOPE (F10) BOT SIMULATOR
BY OTHERS. CONFIRM VERTICAL CLEARANCES WITH
VENDOR.
3 NEW EXIT DOOR
4 STEEL COLUMN. SEE STRUCTURAL DWGS.
5 SIMULATOR RELATED EQUIPMENT PROVIDED BY
OTHERS.
6 DOWNSPOUT. TIE INTO SUBGRADE COLLECTION
SYSTEM.
7 EXISTING MECHANICAL UNIT BEHIND MASONRY SCREEN
WALL
8 ADD (1) LAYER 5/8" ABUSE RESISTANT GWB TO UPGRADE
PARTITION. (EA.)
9 EXTEND EXISTING METAL STUD FRAMING TO AND SEAL
TO UNDERSIDE OF ROOF DECK ABOVE.
10 RE-INSTALL SECURE DOOR & HARDWARE.
11 MAINTAIN EXISTING ELECTRICAL PANELS. SEE
ELECTRICAL DRAWINGS.
12 PROVIDE BASE.
13 CONCRETE STOOP. SEE CIVIL DRAWING.
14 EXISTING RAISED ACCESS FLOOR SYSTEM.
15 RAISED ACCESS FLOOR SYSTEM.
16 MECHANICAL EQUIPMENT. SEE MECHANICAL DWGS
17 TELECOM EQUIPMENT. SEE TELECOM DWGS.
18 BOT ELECTRICAL EQUIPMENT. SEE ELECTRICAL DWGS.
19 16" X 10" X 24" HIGH CABLE OPENING THROUGH WALL.
7/
/1
9/
/1
/0 2/
04 OCTOBER 2018
RCRC RC RC
RC RC
RC RC
RC
RC
T
T
-3
-E
-D
-C
-A
-B
-AA
-2A -4 -5 -6 -7 -8 -9
BOT ROOM 2
BOT ROOM 1
COMPUTER
ROOM 1
ELECT. ROOM
COMM RM
BRIEFING RM 4
BRIEFING RM 3
BRIEFING RM 2
BRIEFING RM 1
CORRIDOR 3
PPTT
PPTT
MECH RM N.I.C.
-10 -11
A.F.F.10' - 0"
A.F.F.9' - 0"
A.F.F.8' - 6"
AA
BB
COMPUTER
ROOM 2
A.F.F.8' - 6"
-9.5
CEILING TYPES
ELECTRICAL FIXTURESHVAC FIXTURES
REFLECTED CEILING PLANS
2' - 0"
2' - 0"
LIGHT
LIGHT
HVAC
TYPICAL ACOUSTICAL PANEL CEILING
ELEMENT LAYOUT
LIGHT
OCCUPANY
SENSOR
SPRINKLER HEAD
HVAC
GYPSUM WALL
BOARD CEILING
SYSTEM
RECESSED FLUORESCENT LIGHT
FIXTURE (SEE ELECTRICAL DWGS
FOR TYPE)
WALL MOUNTED LIGHT FIXTURE
UP/DOWN LIGHT FIXTURE (SEE
ELECTRICAL DRAWINGS FOR TYPE)
RECESSED AIR
SUPPLY DIFFUSER
OR GRILLE (SEE
HVAC DRAWINGS)
RECESSED RETURN AIR
OR EXHAUST GRILLE (SEE
HVAC DRAWINGS)
2 FT X 2 FT SUSPENDED
CEILING PANELS IN AN
EXPOSED GRID SYSTEM
EXIT LIGHT FIXTURE (SEE
ELECTRICAL DRAWINGS FOR
TYPE)
1' - 0"
ROOM CONTROLLER (SEE
ELECTRICAL DRAWINGS)
2'
2'
2'
2'
2'
1'
S
SPEAKER
1'
RC
N
GRAPHIC SCALE
KEY PLAN
-1 -9
1 14
-A
-L
A
G C
D
B
A
S M
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
T A
S K
O R
D E
R N
O
G
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