DRAWINGS_W9218F-20-R-0078.pdf
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- Solicitation number
- W9128F-20-R-0078
About this file
This solicitation requests proposals for an expansion and renovation project at building 9231 at the United States Air Force Academy in Colorado. The expansion will add approximately 8,100 square feet for a mass briefing room, one-on-one briefing rooms, a cadet lounge, offices, and a dispatch center. An additional 3,400 square feet will be renovated to include a conference room, multiple offices, and a workspace for desktop computer simulators. The project scope also includes relocating restrooms and upgrading all utility systems, including the mass notification system in an attached air traffic control tower. The solicitation was issued by the Department of the Army Corps of Engineers Omaha District. Responses are due by the date listed on the first page of the solicitation document.
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BLDG 9231
SECURITY GATE
SECURITY GATE
ACCESS ROUTE
TRUE NORTH
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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D R
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N O
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N N
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2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
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US Army Corps of Engineers ®
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE.:
M A
R K
D E
S C
R
IP
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N
NOT FOR
CONSTRUCTION
GOVERNMENT PROVIDED CONCEPTUAL BRIDGING DESIGN DRAWINGS DO NOT RELIEVE THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT NOT LIMITED TO, LIFE SAFETY, BUIDLING CODES, UNIFIED FACILITY CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.
GI001
C O
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W F
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OMAHA DISTRICT
UNITED STATES AIR FORCE ACADEMY, CO
EXPAND MIDFIELD FACILITY XQPZ174006
W9128F-20-R0078
TBD
23 JUNE 2020
REPAIR MIDFIELD FACILITY XQPZ100109
RTA RFP
SITE ACCESS ROUTE
NOT TO SCALE
INDEX OF DRAWINGS
SHEET NUMBER SHEET TITLE RFP
GENERAL
GI001 COVER SHEET X
GI002 ABBREVIATIONS, SYMBOLS X
GI101 EXITING ARRANGEMENT PLAN - BASE BID X
GI101A EXITING ARRANGEMENT PLAN - BID OPTION X
G-101 LOCATION PLAN X
CIVIL
VF101 EXISTING CONDITIONS X
CD101 DEMOLITION PLAN X
CS101 SITE PLAN X
CU101 UTILITY PLAN X
ARCHITECTURAL
AD101 DEMOLITION FLOOR PLAN - BASE BID X
AD101A DEMOLITION FLOOR PLAN - BID OPTION X
AE101 FLOOR PLAN - BASE BID X
AE101A FLOOR PLAN - BID OPTION X
AE102 ROOF PLAN - BASE BID X
AE211 NORTH ELEVATION - BASE BID X
AE212 SOUTH ELEVATION - BASE BID X
AE213 EAST ELEVATION - BASE BID X
AE214 WEST ELEVATION - BASE BID X
AE214A WEST ELEVATION - BID OPTION X
AE811 PERSPECTIVE VIEWS X
AE812 PERSPECTIVE VIEWS X
INTERIOR DESIGN
IF111 FURNITURE PLAN - BASE X
IF111A FURNITURE PLAN - OPTION X
DRAWING ABBREVIATIONS
A ---------------------
A/C AIR CONDITION
A/C UNIT AIR CONDITIONING UNIT
A/E ARCHITECT/ENGINEER
AB ANCHOR BOLT
ABA ARCHITECTURAL BARRIERS ACT
ACC ACCESSIBLE
ACS AUTOMATIC CONTROL SYSTEM
ACS DR ACCESS DOOR
ACS PNL ACCESS PANEL
ACT ACOUSTICAL CEILING TILE
ADMIN ADMINISTRATION
AFC ABOVE FINISHED COUNTER
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AFS ABOVE FINISHED SLAB
AGGR AGGREGATE
AHU AIR HANDLING UNIT
AIB AIR INFILTRATION BARRIER
ALT ALTERNATE
ALUM ALUMINUM
ANOD ANODIZE
APC ACOUSTICAL PANEL CEILING
APPROX APPROXIMATE
ARCH ARCHITECT
ASSY ASSEMBLY
ATC ACOUSTICAL TILE CEILING
AVG AVERAGE
AW ARCHITECTURAL WOODWORK
B ---------------------
BB BASEBOARD
BC BOOKCASE
BD BOARD
BDRY BOUNDARY
BFF BELOW FINISH FLOOR
BHMA BUILDER'S HARDWARE
MANUFACTURER'S ASSOCIATION
BLDG BUILDING
BLKG BLOCKING
BLT IN BUILT-IN
BN BULLNOSE
BOS BOTTOM OF STEEL
BOT BOTTOM
BP BUILDING PAPER
BRKT BRACKET
BSMT BASEMENT
BTWN BETWEEN
BUR BUILT-UP ROOFING
C ---------------------
C CONC CAST CONCRETE
C LABEL CLASS C DOOR
CAB CABINET
CATW CATWALK
CAV CAVITY
CBB CEMENTITIOUS (BACKER) BOARD
CD CONSTRUCTION DOCUMENTS
CDW CHILLED DRINKING WATER
CEM PLAS CEMENT PLASTER
CER CERAMIC
CF CONTRACTOR FURNISHED
CF/CI CONTRACTOR
FURNISHED/CONTRACTOR INSTALLED
CFE CONTRACTOR FURNISHED EQUIPMENT
CFLG COUNTERFLASHING
CFM CUBIC FEET PER MINUTE
CFMF COLD-FORMED METAL FRAMING
CFS CUBIC FEET PER SECOND
CG CORNER GUARD
CI CAST IRON
CIP CAST-IN-PLACE
CJ CONTROL JOINT
CL CENTER LINE
CLG CEILING
CLG DIFF CEILING DIFFUSER
CLG HT CEILING HEIGHT
CLL COLUMN LINE
CLO CLOSET
CLR COLOR
CLRM CLASSROOM
CMU CONCRETE MASONRY UNIT
CNDS CONDENSATE
CDR CARD READER
CO CLEANOUT
COL COLUMN
COMM COMMUNICATION
CONC CONCRETE
CONC FLR CONCRETE FLOOR
CONF CONFERENCE
CONT CONTINUE
COORD COORDINATE
COR CONTRACTING OFFICER'S
REPRESENTATIVE
CORR CORRIDOR
CP CONCRETE PIPE
CPT CARPET
CR CONTROL ROOM
CS CAST STONE
CSWK CASEWORK
CT CERAMIC TILE
CTB CERAMIC TILE BASE
CTF CERAMIC TILE FLOOR
CTR CENTER
CU FT CUBIC FEET
CW CASEMENT WINDOW
D ---------------------
D DEPTH
D LABEL CLASS D DOOR
DBL DOUBLE
DEMO DEMOLITION
DEPT DEPARTMENT
DET DETAIL
DIA DIAMETER
DIR DIRECTION
DIST DISTANCE
DOC DOCUMENT
DR DOOR
DS DOWNSPOUT
E ---------------------
EA EACH
EF EACH FACE
EIFS EXTERIOR INSULATION AND FINISH
SYSTEM
EJ EXPANSION JOINT
ES EACH SIDE
EL ELEVATION
ELEV ELEVATOR
ENTR ENTRANCE
EPS EXPANDED POLYSTYRENE BOARD
(INSULATION)
EQ EQUAL
EWC ELECTRIC WATER COOLER
EXP EXPOSED
EXT EXTERIOR
EXT EXTINGUISHER
EXT GR EXTERIOR GRADE
F ---------------------
FA FIRE ALARM
FAAP FIRE ALARM ANNUNCIATOR PANEL
FAS BD FASCIA BOARD
FC BRK FACE BRICK
FCO FLOOR CLEANOUT
FD FLOOR DRAIN
FDTN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FED FEDERAL
FF FINISH FACE
FF EL FINISH FLOOR ELEVATION
FF INSUL FOIL BACKED INSULATION
FGL FIBERGLASS
FH FIRE HOSE
FHP FULL HEIGHT PARTITION
FIN FINISH
FIN BS FINISH BOTH SIDES
FIN FLR FINISH FLOOR
FIN GR FINISH GRADE
FIXT FIXTURE
FLDG FOLDING
FLEX FLEXIBLE
FLG FLOORING
FLMT FLUSH MOUNT
FLR FLOOR
FM FACTORY MUTUAL
FOC FACE OF CONCRETE
FOM FACE OF MASONRY
FR FIRE RESISTANT
FRG FIBER REINFORCED GYPSUM
FRMG FRAMING
FRP FIBERGLASS REINFORCED PLASTIC
FRTW FIRE RETARDANT TREATED WOOD
FS FEDERAL SPECIFICATION
FSTNR FASTENER
FT FEET
FTG FOOTING
FWC FABRIC WALLCOVERING
G ---------------------
G NATURAL GAS
GALV GALVANIZED
GB GRAB BAR
GFCI GOVERNMENT FURNISHED
CONTRACTOR INSTALLED
GFGI GOVERNMENT INSTALLED FURNISHED
INSTALLED BY GOVERNMENT
GFRG GLASS-FIBER-REINFORCED GYPSUM
GLZ GLAZING
GR FL GROUND FLOOR
GUT GUTTER
GYP BD GYPSUM BOARD
GYP PLAS GYPSUM PLASTER
H ---------------------
HB HOSE BIBB
HDPE HIGH DENSITY POLYETHYLENE
HDW HARDWARE
HDWD HARDWOOD
HEPA HIGH EFFICIENCY PARTICULATE AIR
(FILTER)
HM HOLLOW METAL
HMD HOLLOW METAL DOOR
HORIZ HORIZONTAL
HT HEIGHT
HYDR HYDRAULIC
I ---------------------
IBC INTERNATIONAL BUILDING CODE
INSUL INSULATION
INT INTERIOR
ILO IN LIEU OF
J ---------------------
JAN JANITOR
K ---------------------
KPD KEYPAD
KIT KITCHEN
KPL KICKPLATE
L ---------------------
LAM LAMINATE
LAV LAVATORY
LBR LUMBER
LBS POUND
LDG LANDING
LF LINEAR FEET (FOOT)
LIB LIBRARY
LIN LINEAR
LKR LOCKER
LOC LOCATION
LT LIGHT
LVDR LOUVER DOOR
LVR LOUVER
M ---------------------
MACH RM MACHINE ROOM
MATL MATERIAL
MAX MAXIMUM
MC MOISTURE CONTENT
MD METAL DECK
MECH MECHANICAL
MECH RM MECHANICAL ROOM
MEMB MEMBRANE
MF MILL FINISH
MFR MANUFACTURER
MID MIDDLE
MIL STD MILITARY STANDARD
MIN MINIMUM, MINUTE
MIRR MIRROR
MISC MISCELLANEOUS
MLDG MOLDING (MOULDING)
MO MASONRY OPENING
MOD MODIFY
MB MOISTURE BARRIER
MTG MOUNTING
MTL METAL
MVBL MOVABLE
MWP MEMBRANE WATERPROOFING
N ---------------------
N NORTH
NA NOT APPLICABLE
NFPA NATIONAL FIRE PROTECTION
ASSOCIATION
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NP NO PAINT
NRC NOISE REDUCTION COEFFICIENT
NTS NOT TO SCALE
O -------------------
OA OVERALL
OC ON CENTER
OD OUTSIDE DIAMETER
OFD OVERFLOW DRAIN
OFF OFFICE
OGL OBSCURE GLASS
OPH OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
OPQ OPAQUE
OWSJ OPEN WEB STEEL JOIST
OPR OPERABLE
ORD OVERFLOW ROOF DRAIN
ORIG ORIGINAL
P --------------------
PA PUBLIC ADDRESS
PAR PARAPET
PAT PATTERN
PB PULL BOX
PBD PARTICLEBOARD
PCC PRECAST CONCRETE
PCF POUNDS PER CUBIC FOOT
PCT PERCENT
PERF PERFORATED
PERIM PERIMETER
PH PHASE
PIL PILASTER
PL PROPERTY LINE
PL GL PLATE GLASS
PLAM PLASTIC LAMINATE
PLAS PLASTER
PLBG PLUMBING
PLG PILING
PLYWD PLYWOOD
PNL PANEL
PP PL PUSH/PULL PLATE
PR PAIR
PRCST PRECAST
PRKG PARKING
PS CONC PRESTRESSED CONCRETE
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT PRESSURE TREATED
PTD PAPER TOWEL DISPENSER
PTDR PAPER TOWEL DISPENSER AND
RECEPTACLE
PTN PARTITION
PVC POLYVINYL CHLORIDE (PLASTIC)
PWR POWER
Q --------------------
QT QUARRY TILE
QTY QUANTITY
R --------------------
RB RESILIENT BASE
RBM REINFORCED BRICK MASONRY
RBR RUBBER
RC REINFORCED CONCRETE
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
RDG INS RIGID INSULATION, SOLID
REC RECESSED
REC ROOM RECREATION ROOM
REF REFERENCE
REM REMOVABLE
REP REPAIR
REPL REPLACE
REQ REQUIRE
REQD REQUIRED
RESIL RESILIENT
REST RESTROOM
RF RESILIENT FLOORING
RFG ROOFING
RH ROOF HATCH
RHR RIGHT HAND REVERSE
RL ROOF LEADER
RLG RAILING
RM ROOM
RO ROUGH OPENING
RSD ROLLING STEEL DOOR
RV ROOF VENT
RVL REVEAL
ANNOTATION CALLOUTS/DRAWING
SYMBOLS
REVISION
TAG
NORTH ARROW w/
TRUE NORTH
INDICATION
ROOM TAG
ELEVATION NUMBER
SECTION
EXTERIOR ELEVATION
ENLARGEMENT,
DETAIL
SPOT ELEVATION
LEVEL NAMESHEET NUMBER
SHEET NUMBER
SHEET NUMBER
SHEET KEYNOTE
INTERIOR ELEVATION
SHEET NUMBER
Room name
A101
SIM
A101
1 Ref
R e f
1Ref
R e f
A101
SIM
Name
Elevation
A-101
S --------------------
SB SPLASH BLOCK
SCHED SCHEDULE
SD SMOKE DETECTOR
SF SQUARE FOOT (FEET)
SFTWD SOFTWOOD
SGL SINGLE
SHT MTL FLASH SHEET METAL (FLASHING)
SHTHG SHEATHING
SHV SHELVING
SIM SIMILAR
SJ SCORED JOINT
SKLT SKYLIGHT
SLNT SEALANT
SMK SMOKE
SMLS SEAMLESS
SP EL SPOT ELEVATION
SPEC SPECIFICATION
SQ SQUARE
SQ IN SQUARE INCH
SQ YD SQUARE YARD
SST STAINLESS STEEL
ST STAIRS
STD STANDARD
STL JST STEEL JOIST
STL RF DK STEEL ROOF DECK
STOR STORAGE
STR STRINGERS
STRB/HRN STROBE/HORN
SUB FL SUBFLOOR
SV SHEET VINYL
SW SIDEWALK
T --------------------
T TREAD
T/S TUB/SHOWER
TC TERRA COTTA
TD TRENCH DRAIN
TEL TELEPHONE
TEMP TEMPORARY
TER TERRAZZO
TFF TOP OF FINISH FLOOR
THK THICKNESS
TK BD TACKBOARD
TMPD GL TEMPERED GLASS
TN TRUE NORTH
TOF TOP OF FOOTING
TOM TOP OF MASONRY
TOP TOP OF PARAPET
TOPO TOPOGRAPHY
TOS TOP OF SLAB
TRANS TRANSOM
TRTD TREATED
TV TELEVISION
TYP TYPICAL
U --------------------
UL UNDERWRITER'S LABORATORY
UNO UNLESS NOTED OTHERWISE
UTIL UTILITY
V --------------------
VERT VERTICAL
VENT VENTILATION
VIF VERIFY IN FIELD
VOC VOLATILE ORGANIC COMPOUND
VOL VOLUME
W --------------------
WB WOOD BASE
WC WATER CLOSET
WD WOOD
WF WIDE FLANGE
WT WEIGHT
WWF WELDED WIRE FABRIC
WWM WELDED WIRE MESH
XXX
DD.D
PX
TRUE NORTH
US Army Corps of Engineers ®
SHEET ID
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NOT FOR
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GOVERNMENT PROVIDED CONCEPTUAL BRIDGING DESIGN DRAWINGS DO NOT RELIEVE THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT NOT LIMITED TO, LIFE SAFETY, BUIDLING CODES, UNIFIED FACILITY CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.
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US Army Corps of Engineers ®
SHEET ID
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GOVERNMENT PROVIDED CONCEPTUAL BRIDGING DESIGN DRAWINGS DO NOT RELIEVE THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT NOT LIMITED TO, LIFE SAFETY, BUIDLING CODES, UNIFIED FACILITY CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.
GI002
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G E D C B AF
L K J H
2.9
3.9
H.2 I.2 J.2I.7
1-ON-1 BRIEF
1-ON-1 BRIEF
AIRMANSHIP2
AIRMANSHIP1
MASS BRIEF
LOUNGE
W
MECH ROOM
M
STORAGE
VEST
VEST
WARMING
KITCHEN
ADVANCED
SOARING
ADO
DO
DISPATCH
ELEC
149A
VEST
JAN
CYBER BAR
167A
MAXIMUM COMMON
PATH OF TRAVEL = 33'-0"
M A
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C O N
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W E R
EXISTING
TELECOM
ROOM
EXISTING
GENERATOR
ROOM
EXISTING
MECHANICAL
YARD
EXISTING
MECHANICAL
ROOM
EXIT
EXITING LEGEND
TRAVEL PATH
US Army Corps of Engineers ®
SHEET ID
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NOT FOR
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GOVERNMENT PROVIDED CONCEPTUAL BRIDGING DESIGN DRAWINGS DO NOT RELIEVE THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT NOT LIMITED TO, LIFE SAFETY, BUIDLING CODES, UNIFIED FACILITY CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.
GI101
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RTA RFP
3/32" = 1'-0"A1
EXITING ARRANGEMENT PLAN - BASE BID - CLIN 0001/CLIN 0002 0 8' 16'
SCALE: 3/32" = 1'
32'
TRUE NORTH
L K J H
2.9
3.9
H.2 I.2 J.2I.7
1-ON-1 BRIEF
1-ON-1 BRIEF
AIRMANSHIP2
AIRMANSHIP1
MASS BRIEF
LOUNGE
W
MECH ROOM
M
STORAGE
VEST
VEST
WARMING
KITCHEN
ADVANCED
SOARING
ADO
DO
DISPATCH
ELEC
149A
VEST
CSS/DS
SARM
CCV
SCHEDULING
DOT
COMMANDER'S
CONFERENCE
SIMULATORS
CC
JAN
STORAGE
STORAGE
CYBER BAR
167A
MAXIMUM DEAD END CORRIDOR
6' - 3"
M A
X
IM
U M
C O
M M
O N
P A
T H
O F
T R
A V
E L
MAXIMUM TRAVEL DISTANCE = 120'-0"
C O N
TR
O
L TO
W
ROOM
EXISTING
GENERATOR
ROOM
EXISTING
MECHANICAL
YARD
EXISTING
MECHANICAL
ROOM
EXIT
EXITING LEGEND
TRAVEL PATH
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
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D R
A W
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N N
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2 3 4 5 6 7 8 9 10
F
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D
C
B
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D A
T E
M A
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D E
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R
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T
IO
N
NOT FOR
CONSTRUCTION
GOVERNMENT PROVIDED CONCEPTUAL BRIDGING DESIGN DRAWINGS DO NOT RELIEVE THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT NOT LIMITED TO, LIFE SAFETY, BUIDLING CODES, UNIFIED FACILITY CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.
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RTA RFP
3/32" = 1'-0"A1
EXITING ARRANGEMENT PLAN - BID OPTION - CLIN 0003/CLIN 0004
0 8' 16'
SCALE: 3/32" = 1'
SD
SD
SD
SD
SD SD SD
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US Army Corps of Engineers ®
SHEET ID
U
M
Y
C
O R
P
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
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D
B
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S I Z
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C H
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D
B
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A N
S I
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D
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C O
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N
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2 3 4 5 6 7 8 9 10
F
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D
C
B
A
D A
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M A
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D E
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N
NOT FOR
CONSTRUCTION
O M
A H
A
D
I S
T R
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RTA RFP
GOVERNMENT PROVIDED CONCEPTUAL BRIDGING DESIGN DRAWINGS DO NOT RELIEVE THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT NOT LIMITED TO, LIFE SAFETY, BUIDLING CODES, UNIFIED FACILITY CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.
RTA RFP
W F
R
T B
D
1" = 30'-0"
EXISTING CONDITIONS
0 15' 30' 60'
SCALE: 1" = 30'
VF101
E X
I S
T I N
G
C
O N
D I T
I O
N S
ELECTRICAL LINE
NATURAL GAS
WATERLINE
UNDERGROUND TELE/COMM
SANITARY SEWER
W W
SAN
COMM
E E
G
EXISTING UTILITY LEGEND
STORM SEWER
SD
SURVEY CONDUCTED BY POLARIS SURVEYING,
INC. DATED 15 APR 2020.
ADDITIONAL UTILITY INFORMATION FROM
MERRICK AS-BUILT DRAWINGS DATED 5 DEC 2003,
AND FROM USAFA COMPOSITE UTILITIES MAP 2
FEB 2020.
NOTES:
1. EXISTING TRAILER SHOWN SHOWN IS A
MODULAR FACILITY FOR FLIGHT TRAINING,
AND WILL REMAIN IN-PLACE DURING
PROJECT. IT IS NOT A PART OF THE
CONTRACT.
2. CONTRACTOR SHALL REFER TO AS-BUILT
DRAWINGS FOR BUILDING 9231 FOR
ADDITIONAL INFORMATION ON BURIED
UTILITIES AND SHALL FIELD VERIFY UTILITY
LOCATIONS WHERE UTILITY CONFLICTS
MAY OCCUR.
A1
TRUE NORTH
AutoCAD SHX Text S
AutoCAD SHX Text
EB
AutoCAD SHX Text
ET
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AutoCAD SHX Text
AC
AutoCAD SHX Text
WV
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text
EV
AutoCAD SHX Text E
AutoCAD SHX Text
TP
AutoCAD SHX Text
20PS
AutoCAD SHX Text
LP
AutoCAD SHX Text SURVEY LEGEND ELECTRIC VAULT . . . . . . . LIGHT POLE . . . . . . . . . . ELECTRIC MANHOLE . . . . . PARKING SPACES . . . . . . . HANDICAP PARKING. . . . . . TELEPHONE PEDESTAL . . . . . FIRE HYDRANT . . . . . . . . . AIR CONDITION PAD . . . . . . ELECTRIC TRANSFORMER . . . WATER VALVE . . . . . . . . . SEWER MH . . . . . . . . . . . WATER MH . . . . . . . . . . . ELECTRIC BOX
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text x FF=6533.71
AutoCAD SHX Text x FF=6536.47
AutoCAD SHX Text x FF=6536.46
AutoCAD SHX Text FF=6536.46 x
AutoCAD SHX Text
GP
AutoCAD SHX Text
GP
AutoCAD SHX Text
SIGNAL MH
AutoCAD SHX Text
BUILDING 9234
AutoCAD SHX Text
BUILDING 9231
AutoCAD SHX Text
EV
AutoCAD SHX Text
ET
AutoCAD SHX Text
ELEC BOX
AutoCAD SHX Text
ELEC BOX
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
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WV
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text
CP TEST
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CP TEST
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CP TEST
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CP TEST
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CP TEST
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CP TEST
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CP TEST
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CP TEST
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CP TEST
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CP TEST
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CP TEST
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CP TEST
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CP TEST
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CP TEST
AutoCAD SHX Text
CB RIM=6530.68 INV. IN N=6527.56 INV. IN E=6528.47 INV OUT=6527.49
AutoCAD SHX Text
CB RIM=6529.70 INV. IN=6526.95 INV OUT=6526.85
AutoCAD SHX Text
CB RIM=6528.99 INV. IN N=6525.53 INV. IN E=6526.44 INV OUT=6525.32
AutoCAD SHX Text
SS MH RIM=6529.74 INV. IN N=6521.83 INV OUT=6521.81
AutoCAD SHX Text
LIGHT
AutoCAD SHX Text
LIGHT
AutoCAD SHX Text
GP
AutoCAD SHX Text
GP
AutoCAD SHX Text
GP
AutoCAD SHX Text
GP
AutoCAD SHX Text
SS MH RIM=6533.07 (FULL OF DIRT) (UNUSED)
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
GND
AutoCAD SHX Text
INV=6531.52
AutoCAD SHX Text
INV=6531.04
AutoCAD SHX Text
INV=6531.03
AutoCAD SHX Text
INV=6531.18
AutoCAD SHX Text
INV=6531.16
AutoCAD SHX Text
INV=6530.51
AutoCAD SHX Text
PK NAIL CP 1001
AutoCAD SHX Text
PK NAIL CP 1002
AutoCAD SHX Text
PK NAIL CP 1003
AutoCAD SHX Text
LIGHT
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LIGHT
AutoCAD SHX Text
LIGHT
AutoCAD SHX Text
LIGHT
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LIGHT
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LIGHT
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LIGHT
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LIGHT
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LIGHT
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LIGHT
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LIGHT
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LIGHT
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LIGHT
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LIGHT
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LIGHT
AutoCAD SHX Text
GP
AutoCAD SHX Text
GP
AutoCAD SHX Text
GP
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
TRAILER
AutoCAD SHX Text
TEMP. TENT
AutoCAD SHX Text
ET
AutoCAD SHX Text
INV=6535.38
AutoCAD SHX Text
INV=6535.08
AutoCAD SHX Text
INV=6535.33
AutoCAD SHX Text
INV=6535.02
AutoCAD SHX Text
CP TEST
AutoCAD SHX Text 1x1 BOX
AutoCAD SHX Text 1x1 BOX
AutoCAD SHX Text 1x1 BOX
AutoCAD SHX Text 1x1 BOX
AutoCAD SHX Text 1x1 BOX
AutoCAD SHX Text
TH 3
AutoCAD SHX Text
TH 2
AutoCAD SHX Text
TH 1
AutoCAD SHX Text
QWEST BOX
AutoCAD SHX Text
CONC PAD
AutoCAD SHX Text
CONC PAN
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
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ASPH
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ASPH
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ASPH
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ASPH
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ASPH
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ASPH
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ASPH
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ASPH
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CONC
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CONC
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CONC
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CONC
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CONC
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CONC
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CONC
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CONC
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CONC
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CONC
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CONC
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CONC
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CONC
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CONC
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CONC
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CONC
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CONC
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CONC
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CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
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ROCK
AutoCAD SHX Text
ROCK
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ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text 1x1 BOX
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
FDC
AutoCAD SHX Text
FDC
AutoCAD SHX Text 6530'
AutoCAD SHX Text 6535'
AutoCAD SHX Text 6531'
AutoCAD SHX Text 6532'
AutoCAD SHX Text 6533'
AutoCAD SHX Text 6534'
AutoCAD SHX Text 6536'
AutoCAD SHX Text 6537'
AutoCAD SHX Text 6538'
AutoCAD SHX Text 6539'
AutoCAD SHX Text 6535'
AutoCAD SHX Text 6540'
AutoCAD SHX Text 6533'
AutoCAD SHX Text 6533'
AutoCAD SHX Text 6534'
AutoCAD SHX Text 6536'
AutoCAD SHX Text 6537'
AutoCAD SHX Text 6538'
AutoCAD SHX Text 6539'
AutoCAD SHX Text 6541'
AutoCAD SHX Text 6540'
AutoCAD SHX Text 6537'
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AutoCAD SHX Text 6535'
AutoCAD SHX Text 6531'
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AutoCAD SHX Text 6532'
AutoCAD SHX Text 6533'
AutoCAD SHX Text 6534'
AutoCAD SHX Text 6536'
AutoCAD SHX Text 6535'
AutoCAD SHX Text 6531'
AutoCAD SHX Text 6532'
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AutoCAD SHX Text 6534'
AutoCAD SHX Text 6536'
AutoCAD SHX Text 6530'
AutoCAD SHX Text 6535'
AutoCAD SHX Text 6531'
AutoCAD SHX Text 6532'
AutoCAD SHX Text 6533'
AutoCAD SHX Text 6534'
AutoCAD SHX Text 6535'
AutoCAD SHX Text 6540'
AutoCAD SHX Text 6536'
AutoCAD SHX Text 6537'
AutoCAD SHX Text 6538'
AutoCAD SHX Text 6539'
AutoCAD SHX Text
18" RCP
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24" RCP
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18" CPP
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24" RCP
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24" RCP
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24" RCP
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24" RCP
AutoCAD SHX Text
12" CPP
AutoCAD SHX Text
12" CMP
AutoCAD SHX Text
12" CMP
AutoCAD SHX Text
6" RD
AutoCAD SHX Text
6" RD
AutoCAD SHX Text
6" RD
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
M ic ro s o ft C o rp o ra tio n
D ig ita lG lo b e
C N
E S (2
) D is trib u tio n A irb u s
I T
A
T E
S
A
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A
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C
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US Army Corps of Engineers ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
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B M
I T
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D
B
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C H
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K E
D
B
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A N
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C O
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R A
S O
L I C
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A T
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N
N
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G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
NOT FOR
CONSTRUCTION
O M
A H
A
D
I S
T R
I C
T
C
A P
I T
O L
A
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C
H I T
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S
U I T
E
L E
N E
X A
S M
T
S M
T
Y A
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K J B
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RTA RFP
GOVERNMENT PROVIDED CONCEPTUAL BRIDGING DESIGN DRAWINGS DO NOT RELIEVE THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT NOT LIMITED TO, LIFE SAFETY, BUIDLING CODES, UNIFIED FACILITY CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.
RTA RFP
W F
R
T B
D
1" = 60'-0"
A1
STAGING AREA AT B9231
0 30' 60' 120'
SCALE: 1" = 60'
G-101
S T
A G
I N
G
A
C
E S
S
P
L A
N
1" = 400'-0"
SITE ACCESS & STAGING PLAN
AREA 1
CONTRACTOR TRAILER TO BE
LOCATED IN SOUTH PARKING LOT.
NO EMPLOYEE PARKING, STAGING,
OR LAYDOWN ALLOWED IN LOT.
AREA 2
BASE BID:
CONTRACTOR
STORAGE &
STAGING AREA
S
O
U
H
G
T
E
B
L
V
D
AIRFIELD DRIVE
SECURITY GATE
SECURITY GATE
CAUTION!!
ACTIVE TAXIWAY
CROSSING.
AREA 3
BID OPTION (CLIN 0008):
CONTRACTOR STORAGE
& STAGING AREA
GENERAL NOTES:
1. VEHICLES CANNOT ENTER
TAXIWAYS AND APRONS
WITHOUT AIRFIELD
MANAGEMENT APPROVAL.
2. TEMPORARY CONSTRUCTION
FENCE FOR CONTRACTOR
STORAGE, STAGING, AND
CONSTRUCTION AREAS SHALL
BE IN ACCORDANCE WITH
SPECIFICATION SECTION 01 30
00.24.
3. ALL VEHICLES MUST PERFORM
A FOREIGN OBJECT DEBRIS
(F.O.D.) CHECK PRIOR TO
CROSSING ACTIVE TAXIWAYS.
4. CONTRACTOR SHALL PROVIDE
CLEARANCE FROM APRON
BOUNDARY TO FENCING IN
ACCORDANCE WITH TABLE 6-1
OF UFC 3-260-01.
5. ALL MATERIAL AND
EQUIPMENT STORED IN THE
BASE BID STAGING AREA
SHALL NOT EXCEED HEIGHT
OF ADJACENT HANGER
BUILDING.
6. IF TAXIWAY IS TO BE CLOSED
DUE TO CONSTRUCTION
ACTIVITIES, CONTRACTOR
SHALL INSTALL BARRICADES IN
ACCORDANCE WITH UFC
3-260-04.
APPROXIMATE
LIMITS OF
CONSTRUCTION
AREA 1
CONTRACTOR
TRAILER
A
I R
F
I E
I V
E
TEMPORARY
CONSTRUCTION
FENCE.
VEHICLE
TRACKING PAD
PROVIDE
WINGTIP
CLEARANCE
120'
AREA 2
BASE BID (CLIN 0002):
CONTRACTOR STORAGE
& STAGING AREA
A5
0 200' 400' 800'
SCALE: 1" = 400'
TRUE NORTH
TRUE NORTH
APPROXIMATE
LOCATION OF
EX. TRAILER
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W
W
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G G
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W
W W
W W
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W W W
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W W
W W W
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SAN
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SAN
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SD
SD
SD
SD
SD
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S D
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S
D
W
W
W
W
C O
M
M
LIGHTS TO BE
REMOVED
RIPRAP TO BE
REMOVED
RIPRAP TO BE
REMOVED
TEMP. TENT TO BE REMOVED
BY GOVERNMENT PRIOR TO
CONSTRUCTION
14' WIDE
SIDEWALK TO BE
REMOVED
LIGHTS TO BE
REMOVED
WATER LINE & VALVE(S) TO
BE REMOVED
UG ELECTRIC LINE TO
BE REMOVED
HYDRANT TO
BE REMOVED
APPROX. LOCATION OF
ABANDONED GAS LINE. TO BE
REMOVED UNDER PROPOSED
BLDG FOOTPRINT
7' WIDE SIDEWALK
TO BE REMOVED
7' WIDE
SIDEWALK TO BE
REMOVED
7' WIDE
SIDEWALK TO BE
REMOVED
7' WIDE
SIDEWALK TO BE
REMOVED
ABANDONED
BURIED ELECTRIC
TO BE REMOVED
APPROX. LOCATION OF EXISTING
ABANDONED TRANSFORMER TO
BE REMOVED AND DISPOSED
U N
I T
A
T E
S
A
R
A
D E
M Y
C
O
E X
P A
D
F I E
C
I L I T
Y
X
Q P
Z
R E
P A
D
F I E
C
I L I T
Y
X
Q P
Z
US Army Corps of Engineers ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
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
N T
R A
S O
L I C
I T
A T
I O
N
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
D E
S C
R I P
T I O
N
NOT FOR
CONSTRUCTION
O M
A H
A
D
I S
T R
I C
T
C
A P
I T
O L
A
V E
N U
E
O M
A H
A
Y A
E G
C
H I T
E C
T U
R E
P
E N
R O
S
U I T
E
L E
N E
X A
S M
T
S M
T
Y A
E G
E R
K J B
J U
RTA RFP
GOVERNMENT PROVIDED CONCEPTUAL BRIDGING DESIGN DRAWINGS DO NOT RELIEVE THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT NOT LIMITED TO, LIFE SAFETY, BUIDLING CODES, UNIFIED FACILITY CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.
RTA RFP
W F
R
T B
D
1" = 20'-0"
DEMOLITION PLAN
CD101
D E
M O
L I T
I O
N
P
L A
N
DEMOLITION LEGEND
DENOTES SIDEWALK REMOVAL
DENOTES ITEM DEMOLITION
DENOTES ITEM DEMOLITION
NOTES:
1. GAS LINE TO BE REMOVED IS DEPICTED AS
ABANDONED IN USAFA COMPOSITE
UTILITIES MAP.
2. UTILITIES SHOWN ARE BASED ON BEST
AVAILABLE INFORMATION. ALL UTILITIES TO
BE REMOVED ARE TO BE LOCATED BY
POTHOLING PRIOR TO REMOVAL.
A1
0 10' 20' 40'
SCALE: 1" = 20'
A1
TRUE NORTH
AutoCAD SHX Text E
AutoCAD SHX Text x FF=6533.71
AutoCAD SHX Text x FF=6536.47
AutoCAD SHX Text x FF=6536.46
AutoCAD SHX Text FF=6536.46 x
AutoCAD SHX Text
BUILDING 9234
AutoCAD SHX Text
BUILDING 9231
AutoCAD SHX Text
EV
AutoCAD SHX Text
ET
AutoCAD SHX Text
ELEC BOX
AutoCAD SHX Text
ELEC BOX
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text
CP TEST
AutoCAD SHX Text
CP TEST
AutoCAD SHX Text
CP TEST
AutoCAD SHX Text
CP TEST
AutoCAD SHX Text
CP TEST
AutoCAD SHX Text
CP TEST
AutoCAD SHX Text
CP TEST
AutoCAD SHX Text
CP TEST
AutoCAD SHX Text
CP TEST
AutoCAD SHX Text
CP TEST
AutoCAD SHX Text
CP TEST
AutoCAD SHX Text
CP TEST
AutoCAD SHX Text
CP TEST
AutoCAD SHX Text
CP TEST
AutoCAD SHX Text
CP TEST
AutoCAD SHX Text
CP TEST
AutoCAD SHX Text
CB RIM=6530.68 INV. IN N=6527.56 INV. IN E=6528.47 INV OUT=6527.49
AutoCAD SHX Text
CB RIM=6529.70 INV. IN=6526.95 INV OUT=6526.85
AutoCAD SHX Text
CB RIM=6528.99 INV. IN N=6525.53 INV. IN E=6526.44 INV OUT=6525.32
AutoCAD SHX Text
LIGHT
AutoCAD SHX Text
LIGHT
AutoCAD SHX Text
GP
AutoCAD SHX Text
GP
AutoCAD SHX Text
GP
AutoCAD SHX Text
GP
AutoCAD SHX Text
SS MH RIM=6533.07 (FULL OF DIRT) (UNUSED)
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
GND
AutoCAD SHX Text
INV=6531.52
AutoCAD SHX Text
INV=6531.04
AutoCAD SHX Text
INV=6531.03
AutoCAD SHX Text
INV=6531.18
AutoCAD SHX Text
INV=6531.16
AutoCAD SHX Text
INV=6530.51
AutoCAD SHX Text
PK NAIL CP 1001
AutoCAD SHX Text
PK NAIL CP 1003
AutoCAD SHX Text
LIGHT
AutoCAD SHX Text
LIGHT
AutoCAD SHX Text
LIGHT
AutoCAD SHX Text
LIGHT
AutoCAD SHX Text
LIGHT
AutoCAD SHX Text
LIGHT
AutoCAD SHX Text
LIGHT
AutoCAD SHX Text
LIGHT
AutoCAD SHX Text
LIGHT
AutoCAD SHX Text
LIGHT
AutoCAD SHX Text
LIGHT
AutoCAD SHX Text
LIGHT
AutoCAD SHX Text
LIGHT
AutoCAD SHX Text
LIGHT
AutoCAD SHX Text
LIGHT
AutoCAD SHX Text
GP
AutoCAD SHX Text
GP
AutoCAD SHX Text
GP
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
TRAILER
AutoCAD SHX Text
TEMP. TENT
AutoCAD SHX Text
ET
AutoCAD SHX Text
INV=6535.38
AutoCAD SHX Text
INV=6535.08
AutoCAD SHX Text
INV=6535.33
AutoCAD SHX Text
INV=6535.02
AutoCAD SHX Text
CP TEST
AutoCAD SHX Text 1x1 BOX
AutoCAD SHX Text 1x1 BOX
AutoCAD SHX Text 1x1 BOX
AutoCAD SHX Text 1x1 BOX
AutoCAD SHX Text 1x1 BOX
AutoCAD SHX Text
TH 3
AutoCAD SHX Text
TH 2
AutoCAD SHX Text
TH 1
AutoCAD SHX Text
QWEST BOX
AutoCAD SHX Text
CONC PAD
AutoCAD SHX Text
CONC PAN
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text 1x1 BOX
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
FDC
AutoCAD SHX Text
FDC
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
18" CPP
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
12" CPP
AutoCAD SHX Text
12" CMP
AutoCAD SHX Text
12" CMP
AutoCAD SHX Text
6" RD
AutoCAD SHX Text
6" RD
6" RD
SD
SD
SD
SD
SD SD SD SD SD
S D
S D
S D
S D
S D
S D
S D
SD
S D
S D
S D
S D
S
D
S
D
APPROX. LIMITS OF CONSTRUCTION
APPROX. LIMITS OF CONSTRUCTION
APPROX. LIMITS OF CONSTRUCTION
A P
P R
O X
L I M
I T
S
O
F
C
O N
S T
R U
C T
I O
N
14' WIDE
CONCRETE
SIDEWALK
CONSTRUCT TO
GRADE TO MEET ABA
REQUIREMENTS
7' WIDE
CONCRETE
SIDEWALK
8' WIDE
CONCRETE
SIDEWALK
BLDG ADDITION
BID OPTION (CLIN 0007):
PROVIDE CONCRETE PAD
AND CURB RAMP FOR
"BATTLE WAGON"
8.00
7.00
14.00
12' WIDE
CONCRETE
SIDEWALK
U N
I T
A
T E
S
A
R
A
D E
M Y
C
O
E X
P A
D
F I E
C
I L I T
Y
X
Q P
Z
R E
P A
D
F I E
C
I L I T
Y
X
Q P
Z
US Army Corps of Engineers ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
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
N T
R A
S O
L I C
I T
A T
I O
N
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
D E
S C
R I P
T I O
N
NOT FOR
CONSTRUCTION
O M
A H
A
D
I S
T R
I C
T
C
A P
I T
O L
A
V E
N U
E
O M
A H
A
Y A
E G
C
H I T
E C
T U
R E
P
E N
R O
S
U I T
E
L E
N E
X A
S M
T
S M
T
Y A
E G
E R
K J B
J U
RTA RFP
GOVERNMENT PROVIDED CONCEPTUAL BRIDGING DESIGN DRAWINGS DO NOT RELIEVE THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT NOT LIMITED TO, LIFE SAFETY, BUIDLING CODES, UNIFIED FACILITY CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.
RTA RFP
W F
R
T B
D
1" = 20'-0"
SITE PLAN
CS101
S I T
E
P
L A
N
PAVEMENT LEGEND
CONCRETE SIDEWALK
CONCRETE PAVEMENT FOR
'BATTLE WAGON' PARKING
(BID OPTION CLIN 0007)
A1
0 10' 20' 40'
SCALE: 1" = 20'
A1
TRUE NORTH
GENERAL NOTES:
1. CONTRACTOR SHALL PROVIDE
CLEARANCE FROM APRON BOUNDARY
TO FENCING IN ACCORDANCE WITH
TABLE 6-1 OF UFC 3-260-01.
AutoCAD SHX Text x FF=6533.71
AutoCAD SHX Text x FF=6536.47
AutoCAD SHX Text x FF=6536.46
AutoCAD SHX Text FF=6536.46 x
AutoCAD SHX Text
BUILDING 9234
AutoCAD SHX Text
BUILDING 9231
AutoCAD SHX Text
EV
AutoCAD SHX Text
ET
AutoCAD SHX Text
ELEC BOX
AutoCAD SHX Text
ELEC BOX
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text
CP TEST
AutoCAD SHX Text
CP TEST
AutoCAD SHX Text
CP TEST
AutoCAD SHX Text
CP TEST
AutoCAD SHX Text
CP TEST
AutoCAD SHX Text
CP TEST
AutoCAD SHX Text
CP TEST
AutoCAD SHX Text
CP TEST
AutoCAD SHX Text
CP TEST
AutoCAD SHX Text
CP TEST
AutoCAD SHX Text
CP TEST
AutoCAD SHX Text
CP TEST
AutoCAD SHX Text
CP TEST
AutoCAD SHX Text
CP TEST
AutoCAD SHX Text
CP TEST
AutoCAD SHX Text
CP TEST
AutoCAD SHX Text
CB RIM=6530.68 INV. IN N=6527.56 INV. IN E=6528.47 INV OUT=6527.49
AutoCAD SHX Text
CB RIM=6529.70 INV. IN=6526.95 INV OUT=6526.85
AutoCAD SHX Text
CB RIM=6528.99 INV. IN N=6525.53 INV. IN E=6526.44 INV OUT=6525.32
AutoCAD SHX Text
LIGHT
AutoCAD SHX Text
LIGHT
AutoCAD SHX Text
GP
AutoCAD SHX Text
SS MH RIM=6533.07 (FULL OF DIRT) (UNUSED)
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
INV=6531.52
AutoCAD SHX Text
INV=6531.04
AutoCAD SHX Text
INV=6531.03
AutoCAD SHX Text
INV=6531.18
AutoCAD SHX Text
INV=6531.16
AutoCAD SHX Text
INV=6530.51
AutoCAD SHX Text
PK NAIL CP 1001
AutoCAD SHX Text
PK NAIL CP 1003
AutoCAD SHX Text
LIGHT
AutoCAD SHX Text
LIGHT
AutoCAD SHX Text
LIGHT
AutoCAD SHX Text
LIGHT
AutoCAD SHX Text
LIGHT
AutoCAD SHX Text
LIGHT
AutoCAD SHX Text
LIGHT
AutoCAD SHX Text
LIGHT
AutoCAD SHX Text
LIGHT
AutoCAD SHX Text
GP
AutoCAD SHX Text
GP
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
TRAILER
AutoCAD SHX Text
ET
AutoCAD SHX Text
INV=6535.38
AutoCAD SHX Text
INV=6535.08
AutoCAD SHX Text
INV=6535.33
AutoCAD SHX Text
INV=6535.02
AutoCAD SHX Text
CP TEST
AutoCAD SHX Text 1x1 BOX
AutoCAD SHX Text 1x1 BOX
AutoCAD SHX Text 1x1 BOX
AutoCAD SHX Text 1x1 BOX
AutoCAD SHX Text 1x1 BOX
AutoCAD SHX Text
TH 3
AutoCAD SHX Text
TH 2
AutoCAD SHX Text
TH 1
AutoCAD SHX Text
QWEST BOX
AutoCAD SHX Text
CONC PAD
AutoCAD SHX Text
CONC PAN
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text 1x1 BOX
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
FDC
AutoCAD SHX Text
FDC
AutoCAD SHX Text
18" RCP
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
18" CPP
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
24" RCP
AutoCAD SHX Text
12" CPP
AutoCAD SHX Text
12" CMP
AutoCAD SHX Text
12" CMP
AutoCAD SHX Text
6" RD
AutoCAD SHX Text
6" RD
6" RD
SD
SD
SD
SD
SD SD SD SD SD
S D
S D
S D
S D
S D
S D
S D
SD
S D
S D
S D
S D
S
D
S
D
C O
M
M
WWWWWWWWW
W
W
W
W
COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM COMMCOMMCOMMCOMMCOMMCOMM
E
E
E
E
E
E
E
E
E
E
E
S A
N
W W W
W W W
W W W W
W W W
G G
G G
G G
G G
G G
W W
W
W
W W
W W
W
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
W W
W W W
W W
W W
W W
W W W
W W
W W
W W W
W W
W W
W W
W
E E
E
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
W W
W W
W W
W W W W W W W W W W W W W
W W W W
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
G
G
G
BLDG ADDITION
S A
N
E
E E
E E
E E
E E
E E
E E
E E
E
E
E
W
W W
W W
W W
W W
W W
W
W
SDSD
SDSD
SDSD
S D
APPROX.
LOCATION
UNDERGROUND
DETENTION
APPROX. LIMITS OF CONSTRUCTION
APPROX. LIMITS OF CONSTRUCTION
APPROX. LIMITS OF CONSTRUCTION
A P
P R
O X
L I M
I T
S
O
F
C
O N
S T
R U
C T
I O
N
RELOCATED 8"
PVC WATERLINE
RELOCATED
UNDERGROUND ELECTRIC
4" PVC SANITARY SEWER
SERVICE w/ DOUBLE
CLEAN-OUT
CONNECT TO
EXISTING
CONNECT TO
EXISTING
CONNECT TO
EXISTING
CONNECT TO
EXISTING
2" DOM. WATER
SERVICE
6" PVC w/ G.V. TO
NEW HYDRANT
AREA INLET
(TYP.)
PVC RAIN
LEADER
PROVIDE ADEQUATE SEPARATION
SUCH THAT MODULAR BUILDING
WILL NOT BE DISTURBED BY
INSTALLATION ACTIVITIES OF
DETENTION BASIN.
U N
I T
A
T E
S
A
R
A
D E
M Y
C
O
E X
P A
D
F I E
C
I L I T
Y
X
Q P
Z
R E
P A
D
F I E
C
I L I T
Y
X
Q P
Z
US Army Corps of Engineers ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
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
N T
R A
S O
L I C
I T
A T
I O
N
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
D E
S C
R I P
T I O
N
NOT FOR
CONSTRUCTION
O M
A H
A
D
I S
T R
I C
T
C
A P
I T
O L
A
V E
N U
E
O M
A H
A
Y A
E G
C
H I T
E C
T U
R E
P
E N
R O
S
U I T
E
L E
N E
X A
S M
T
S M
T
Y A
E G
E R
K J B
J U
RTA RFP
GOVERNMENT PROVIDED CONCEPTUAL BRIDGING DESIGN DRAWINGS DO NOT RELIEVE THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT NOT LIMITED TO, LIFE SAFETY, BUIDLING CODES, UNIFIED FACILITY CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.
RTA RFP
W F
R
T B
D
1" = 20'-0"
UTILITY PLAN
CU101
U T
I L
I T
Y
P
L A
N
UNDERGROUND ELECTRIC LINE
WATERLINEW W
E E
PROPOSED UTILITY LEGEND
SAN
SANITARY SEWER LINE
SD
STORM DRAIN LINE
NOTES:
1. STORMWATER DRAINAGE SYSTEM TO BE
DESIGNED PER UFC 3-201-01, UFC 3-210-10, AND
UFC-3-260-02. UNDERGROUND DETENTION, IF
DESIGNED, SHALL BE PLACED IN THE
APPROXIMATE AREA DEPICTED ON THIS SHEET.
CONTRACTOR TO LOCATE THE UNDERGROUND
DETENTION AREA SO THAT THE EXISTING
MODULAR BUILDING WILL NOT BE IMPACTED BY
EXCAVATION.
2. CONTRACTOR SHALL REFER TO AS-BUILT
DRAWINGS FOR BUILDING 9231 FOR ADDITIONAL
INFORMATION ON BURIED UTILITIES AND SHALL
FIELD VERIFY UTILITY LOCATIONS.
3. CONTRACTOR SHALL PROVIDE CLEARANCE
FROM APRON BOUNDARY TO FENCING IN
ACCORDANCE WITH TABLE 6-1 OF UFC 3-260-01.
ELECTRICAL LINE
NATURAL GAS
UNDERGROUND TELE/COMMCOMM
E E
G
A1
0 10' 20' 40'
SCALE: 1" = 20'
A1
TRUE NORTH
AutoCAD SHX Text x FF=6533.71
AutoCAD SHX Text x FF=6536.47
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AutoCAD SHX Text FF=6536.46 x
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BUILDING 9234
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BUILDING 9231
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EV
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ET
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ELEC BOX
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ELEC BOX
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WV
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WV
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WV
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CB RIM=6530.68 INV. IN N=6527.56 INV. IN E=6528.47 INV OUT=6527.49
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CB RIM=6529.70 INV. IN=6526.95 INV OUT=6526.85
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CB RIM=6528.99 INV. IN N=6525.53 INV. IN E=6526.44 INV OUT=6525.32
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LIGHT
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LIGHT
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GP
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SS MH RIM=6533.07 (FULL OF DIRT) (UNUSED)
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SIGN
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INV=6531.52
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INV=6531.04
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INV=6531.03
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INV=6531.18
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INV=6531.16
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INV=6530.51
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PK NAIL CP 1001
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PK NAIL CP 1003
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LIGHT
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CO
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CO
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TRAILER
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ET
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INV=6535.38
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INV=6535.08
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INV=6535.33
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INV=6535.02
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CP TEST
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TH 3
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TH 2
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TH 1
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QWEST BOX
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CONC PAD
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CONC PAN
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ASPH
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RIP-RAP
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RIP-RAP
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FDC
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FDC
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18" RCP
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24" RCP
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18" CPP
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24" RCP
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24" RCP
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24" RCP
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12" CPP
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12" CMP
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12" CMP
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6" RD
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6" RD
L K J H
2.9
3.9
C O N
TR
O
L TO
W
EXISTING
TELECOM
ROOM
EXISTING
GENERATOR
ROOM
EXISTING
MECHANICAL
YARD
EXISTING
MECHANICAL
ROOM
EXISTING
ELECTRICAL
ROOM
PARTITION TO BE REMOVED
DOOR, FRAME AND HARDWARE
TO BE REMOVED
CURTAINWALL TO BE REMOVED
EXISTING PARTITION TO REMAIN
DEMOLITION LEGEND
DEMOLITION KEYNOTES
1 DEMOLISH EXISTING SIDEWALK
2 DEMOLISH EXISTING GLAZING SYSTEM
3 DEMOLISH EXISTING WALL
4 DEMOLISH EXISTING DOOR AND FRAME
5 DEMOLISH EXISTING CABINETRY
AND/OR PLUMBING FIXTURES
6 DEMOLISH EXISTING CEILING SYSTEMS,
FLOORING FINISHES, MECHANICAL
FIXTURES, AND LIGHTING FIXTURES IN
THIS SPACE.
*NOT ALL KEYNOTES MAY BE USED ON ALL PLANS.
7 DEMOLISH EXISTING EYE WASH. SAVE
FOR RE-INSTALLATION
US Army Corps of Engineers ®
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GOVERNMENT PROVIDED CONCEPTUAL BRIDGING DESIGN DRAWINGS DO NOT RELIEVE THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT NOT LIMITED TO, LIFE SAFETY, BUIDLING CODES, UNIFIED FACILITY CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.
AD101
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3/32" = 1'-0"A1
DEMOLITION FLOOR PLAN - BASE BID CLIN 0001 / CLIN 0002
0 8' 16'
SCALE: 3/32" = 1'
L K J H
2.9
3.9
C O N
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W
ROOM
EXISTING
GENERATOR
ROOM
EXISTING
MECHANICAL
YARD
EXISTING
MECHANICAL
ROOM
6 7
EXTENT OF
DEMOLITION
IN SPACE
4 22
EXISTING
ELECTRICAL
ROOM
PARTITION TO BE REMOVED
DOOR, FRAME AND HARDWARE
TO BE REMOVED
CURTAINWALL TO BE REMOVED
EXISTING PARTITION TO REMAIN
DEMOLITION LEGEND
DEMOLITION KEYNOTES
1 DEMOLISH EXISTING SIDEWALK
2 DEMOLISH EXISTING GLAZING SYSTEM
3 DEMOLISH EXISTING WALL
4 DEMOLISH EXISTING DOOR AND FRAME
5 DEMOLISH EXISTING CABINETRY
AND/OR PLUMBING FIXTURES
6 DEMOLISH EXISTING CEILING SYSTEMS,
FLOORING FINISHES, MECHANICAL
FIXTURES, AND LIGHTING FIXTURES IN
THIS SPACE.
*NOT ALL KEYNOTES MAY BE USED ON ALL PLANS.
7 DEMOLISH EXISTING EYE WASH. SAVE
FOR RE-INSTALLATION
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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S O
F E
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IN
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GOVERNMENT PROVIDED CONCEPTUAL BRIDGING DESIGN DRAWINGS DO NOT RELIEVE THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT NOT LIMITED TO, LIFE SAFETY, BUIDLING CODES, UNIFIED FACILITY CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.
AD101A
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3/32" = 1'-0"A1
DEMOLITION FLOOR PLAN - BID OPTION CLIN 0003/CLIN 0004
0 8' 16'
SCALE: 3/32" = 1'
AE211
A1
AE213
A1
AE212
A1
AE214
A1
G E D C B AF
L K J H
2.9
3.9
H.2 I.2 J.2I.7
21' - 0" 21' - 0" 21' - 0" 21' - 0" 21' - 0" 21' - 0" 21' - 0"
1-ON-1 BRIEF
1-ON-1 BRIEF
AIRMANSHIP2
AIRMANSHIP1
MASS BRIEF
LOUNGE
W
MECH ROOM
M
STORAGE
VEST
VEST
WARMING
KITCHEN
ADVANCED
SOARING
ADO
DO
DISPATCH
ELEC
149A
35' - 0" 21' - 0"
VEST
JAN
14' - 0" 14' - 0"
DM
OB
DM
DM DM
DM
DM
DM
SW
SW
SW
SW
SW
DM
DM
SW
SW
SW
DM
DM
SW
CYBER BAR
167A
C O N
TR
O
L TO
W
ROOM
EXISTING
GENERATOR
ROOM
EXISTING
MECHANICAL
YARD
EXISTING
MECHANICAL
ROOM
EXISTING
ELECTRICAL
ROOM
SW
SW
SW
STORAGE
NURSING
SW
SW
SW
SW
SW 9
FLOOR PLAN KEYNOTES
1 OPERABLE PARTITION WITH COMMUNICATION DOOR
2 BACKPACK DOUBLE HOOKS, MINIMUM OF 30.
3 COUNTERTOP WITH CUBBIES UNDERNEATH,
REF. ROOM BY ROOM DATA SHEETS FOR
REQUIREMENTS
4 WALK-OFF MATS
5 COUNTERTOP WITH BUILT-IN CASEWORK BELOW
6 COUNTERTOP
7 SPACE FOR UNDER COUNTER REFRIGERATOR
8 INSTALL SALVAGED EXISTING EYEWASH
*NOT ALL KEYNOTES MAY BE USED ON ALL PLANS.
9 DUAL HEIGHT CASEWORK, HIGHER TRANSACTION
COUNTER, LOWER WORK SURFACE
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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NOT FOR
CONSTRUCTION
GOVERNMENT PROVIDED CONCEPTUAL BRIDGING DESIGN DRAWINGS DO NOT RELIEVE THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT NOT LIMITED TO, LIFE SAFETY, BUIDLING CODES, UNIFIED FACILITY CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.
AE101
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B
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D S
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F
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F
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F A
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RTA RFP
3/32" = 1'-0"A1
FLOOR PLAN - BASE BID CLIN 0001/CLIN 0002
0 8' 16'
SCALE: 3/32" = 1'
32'
PARTITION SCHEDULE - BASE
TYPE DESCRIPTION
DM DEMOUNTABLE PARTITION (FF&E - CLIN 0009)
OB MTL STUD WITH GYPSUM BOARD ON ONE SIDE
SW MTL STUD WITH GYPSUM BOARD ON EACH SIDE, FULL HEIGHT TO DECK
**ROOM NUMBERS ARE PROVIDED FOR RFP DOCUMENT REFERENCE ONLY. CONTRACTOR SHALL
ESTABLISH A COHESIVE AND COORDINATED FINAL ROOM NUMBERING SYSTEM.
TRUE NORTH
ROOM SCHEDULE - BASE BID
ROOM
NUMBER ROOM NAME AREA
149 MECH ROOM 672 SF
149A ELEC 40 SF
151 VEST 103 SF
152 LOUNGE 705 SF
153 WARMING KITCHEN 512 SF
154 M 172 SF
155 W 237 SF
156 STORAGE 175 SF
157 JAN 34 SF
158 NURSING 77 SF
159 STORAGE 71 SF
160 MASS BRIEF 1715 SF
161 VEST 107 SF
162 1-ON-1 BRIEF 109 SF
163 1-ON-1 BRIEF 110 SF
164 AIRMANSHIP2 141 SF
165 AIRMANSHIP1 154 SF
166 VEST 75 SF
167 DISPATCH 265 SF
167A CYBER BAR 43 SF
168 DO 115 SF
169 ADO 151 SF
170 ADVANCED SOARING 195 SF
AE211
A1
AE213
A1
AE212
A1
G E D C B AF
L K J H
2.9
3.9
H.2 I.2 J.2I.7
21' - 0" 21' - 0" 21' - 0" 21' - 0" 21' - 0" 21' - 0" 21' - 0"
CSS/DS
SARM
CCV
SCHEDULING
DOT
COMMANDER'S
CONFERENCE
SIMULATORS
CC
STORAGE
STORAGE
AE214A
A1
DM2DM2DM2
DM2 DM2
DM2
DMG
DM2
DM2
DMG
SW OB
SW
C O N
TR
O
L TO
W
STORAGE
RAWS
EXISTING
TELECOM
ROOM
EXISTING
GENERATOR
ROOM
EXISTING
MECHANICAL
YARD
EXISTING
MECHANICAL
ROOM
EXISTING
ELECTRICAL
ROOM
SW
SW
DM2
SW
SW
FLOOR PLAN KEYNOTES
1 OPERABLE PARTITION WITH COMMUNICATION DOOR
2 BACKPACK DOUBLE HOOKS, MINIMUM OF 30.
3 COUNTERTOP WITH CUBBIES UNDERNEATH,
REF. ROOM BY ROOM DATA SHEETS FOR
REQUIREMENTS
4 WALK-OFF MATS
5 COUNTERTOP WITH BUILT-IN CASEWORK BELOW
6 COUNTERTOP
7 SPACE FOR UNDER COUNTER REFRIGERATOR
8 INSTALL SALVAGED EXISTING EYEWASH
*NOT ALL KEYNOTES MAY BE USED ON ALL PLANS.
9 DUAL HEIGHT CASEWORK, HIGHER TRANSACTION
COUNTER, LOWER WORK SURFACE
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
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D E
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D A
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M A
R K
D E
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R
IP
T
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N
NOT FOR
CONSTRUCTION
GOVERNMENT PROVIDED CONCEPTUAL BRIDGING DESIGN DRAWINGS DO NOT RELIEVE THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT NOT LIMITED TO, LIFE SAFETY, BUIDLING CODES, UNIFIED FACILITY CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.
AE101A
F L O
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B
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D S
T A
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S A
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F
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C H
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C T
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L E
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X A
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K C
K C
C P
J
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W F
-2 -R
T B
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L F
IE
L D
T
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L E
RTA RFP
E X
P A
N D
M
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F
IE
L D
F A
C
IL
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Y
X Q
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R E
P A
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M
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F
IE
L D
F A
C
IL
IT
Y
X Q
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RTA RFP
3/32" = 1'-0"A1
FLOOR PLAN - BID OPTION CLIN 0003/CLIN 0004
0 8' 16'
SCALE: 3/32" = 1'
32'
PARTITION SCHEDULE - OPTION
TYPE DESCRIPTION
DM2 DEMOUNTABLE PARTITION (FF&E - CLIN 0010)
DMG DEMOUNTABLE PARTITION WITH GLAZING PANELS (FF&E - CLIN 0010)
OB MTL STUD WITH GYPSUM BOARD ON ONE SIDE
SW MTL STUD WITH GYPSUM BOARD ON EACH SIDE, FULL HEIGHT TO DECK
**ROOM NUMBERS ARE PROVIDED FOR RFP DOCUMENT REFERENCE ONLY. CONTRACTOR SHALL
ESTABLISH A COHESIVE AND COORDINATED FINAL ROOM NUMBERING SYSTEM.
TRUE NORTH
ROOM SCHEDULE - BID OPTION
ROOM
NUMBER ROOM NAME AREA
105 SIMULATORS 1206 SF
107 STORAGE 121 SF
121 STORAGE 57 SF
124 RAWS 265 SF
128 DOT 273 SF
129 CCV 274 SF
130 SCHEDULING 198 SF
131 SARM 181 SF
132 CSS/DS 189 SF
133 CC 160 SF
134 STORAGE 93 SF
135 COMMANDER'S CONFERENCE 329 SF
H.2 I.2 J.2I.7
BUILDING EXPANSION JOINT
EXISTING ROOFING SYSTEM
NO WORK REQUIRED
EXISTING ROOFING SYSTEM
NO WORK REQUIRED
MEMBRANE
ROOFING SYSTEM
MEMBRANE
ROOFING SYSTEM
METAL PANEL
ROOFING SYSTEM
EXISTING STEEL
GRATING SYSTEM
EXISTING ROOF ACCESS
PROPOSED ROOF ACCESS
LOCATION - CONTRACTOR SHALL
DESIGN AND COORDINATE FINAL
LOCATION
BUILDING EXPANSION JOINT
C O N
TR
O
L TO
W
ROOF PLAN NOTES
1. REFER TO RFP FOR ROOF REQUIREMENTS.
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
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E R
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D R
A W
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G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
NOT FOR
CONSTRUCTION
GOVERNMENT PROVIDED CONCEPTUAL BRIDGING DESIGN DRAWINGS DO NOT RELIEVE THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT NOT LIMITED TO, LIFE SAFETY, BUIDLING CODES, UNIFIED FACILITY CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.
AE102
R O
O F
P L A
N
B A
S E
B
ID
U N
IT
E
D S
T A
T E
S A
IR
F
O R
C E
A C
A D
E M
Y C
O
O M
A H
A D
IS
T
R
IC
T C
A P
IT
O
L A
V E
N U
E O
M A
H A
N
E
Y A
E G
E R
A R
C H
IT
E
C T
U R
E P
E N
R O
S E
L N
S
U
IT
E
L E
N E
X A
K
S
K C
K C
C P
J
U N
E
W F
-2 -R
T B
D
O P
T
IO
N A
L F
IE
L D
T
IT
L E
RTA RFP
E X
P A
N D
M
ID
F
IE
L D
F A
C
IL
IT
Y
X Q
P Z
R E
P A
IR
M
ID
F
IE
L D
F A
C
IL
IT
Y
X Q
P Z
RTA RFP
3/32" = 1'-0"A1
ROOF PLAN - BASE BID CLIN 0001/CLIN 0002
0 8' 16'
SCALE: 3/32" = 1'
FIRST FLOOR
0"
T.O. WALL
17' - 0"
1234567
SPANDREL BEAM
12' - 0"
2A 2A2A2A2A2A
1 1 1 1 1 1
34 5
C O N
TR
O
L TO
W
2B2B 2B2B 2B 2B
E1
EXTERIOR FINISH MATERIALS LEGEND
EXISTING PRECAST CONCRETE
1 PRECAST CONCRETE
2A GLAZING IN ALUMINUM STOREFRONT OR CURTAIN WALL SYSTEM
E2 EXISTING WINDOW GLAZING SYSTEM
2B METAL PANEL IN ALUMINUM STOREFRONT OR CURTAIN WALL SYSTEM
5 HOLLOW METAL DOOR
3 ALUMINUM DOOR
4 METAL PANEL WALL SYSTEM
5 HOLLOW METAL DOOR
*NOT ALL FINISH MATERIALS MAY BE USED ON
ALL ELEVATIONS
EXTERIOR FINISH MATERIALS - GENERAL NOTES
1. EXTERIOR FINISH MATERIALS SHALL COMPLY
WITH SIZES AND COLOR AS NOTED IN THE USAFA
IFS U.N.O.
2. EXTERIOR GLAZING SHALL BE TINTED TO MATCH
THE EXISTING GLAZING COLOR USED AT THE
FACILITY.
3. PRECAST CONCRETE ELEMENTS SHALL MATCH
THE EXISTING PRECAST IN PROFILE, DETAILING,
TEXTURE, FINISH, AND COLOR.
US Army Corps of…
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