W912QR20R0043Plans-0002.pdf
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- Full Facility Restoration (FFR) project of building 295 located at Fort Hunter Liggett, CA
- Solicitation number
- W912QR20R0043
About this file
This federal solicitation is for a full facility restoration project of Building 295 located at Fort Hunter Liggett, CA. The project scope includes construction services with an estimated cost between $10-25 million. The solicitation is a full and open competition under NAICS code 236220 with a size standard of $39.5 million. The solicitation requires compliance with HUBZone price evaluation preferences and System for Award Management registration. No contract award will be made until appropriated funds are available. Technical questions must be submitted through Bidder Inquiry in ProjNet.
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US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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US Army Corps of Engineers ®
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
VOLUME:
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CERTIFIED FINAL SUBMISSION
B U
IL
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IN
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F F
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-B -R
F P
FORT HUNTER LIGGETT
BUILDING 295 - FFR D-B-RFP
W912QR-14-D-0020
06-01-2020
92847
238 CALIFORNIA AVENUE
FORT HUNTER LIGGET
CA, 93928
CERTIFIED FINAL
SUBMISSION
06-01-2020
SCHEDULE - SHEET INDEX
SHEET INFORMATION
NUMBER NAME
GENERAL
G-001 COVER SHEET
G-002 SITE VICINITY MAPS
CIVIL
C-100 CIVIL SITE AND UTILITY PLAN
C-501 CIVIL DETAILS
V-100 OVERALL SITE EXISTING CONDITIONS
ARCHITECTURE
A-001 ARCHITECTURAL GENERAL NOTES, MATERIAL & ANNOTATION LEGEND
A-002 TYPICAL ADA DETAILS
AD101 295 COMPREHENSIVE FIRST FLOOR DEMOLITION PLAN
AD102 295 COMPREHENSIVE SECOND FLOOR DEMOLITION PLAN
AD103 295 COMPREHENSIVE THIRD FLOOR DEMOLITION PLAN
A-101 295 COMPREHENSIVE FIRST FLOOR PLAN
A-102 295 COMPREHENSIVE SECOND FLOOR PLAN
A-103 295 COMPREHENSIVE THIRD FLOOR PLAN
A-401 295 ENLARGED RESTROOM AND BEDROOM PLAN
A-402 295 ENLARGED LOUNGE AND TV ROOM
P2 NO: 475738
V-100
C-100
C-501 CIVIL DETAILS
CIVIL SITE AND UTILITY PLAN
OVERALL SITE EXISTING CONDITIONS
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
R
-0
23 June 2020
W912QR20R0043
© 2020 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS
PNN
US Army Corps of Engineers ®
SHEET ID
U S
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SCALE:
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FORT
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SCALE:
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G-002
SCALE:
SITE VICINITY MAP
1" = 300'
G-002
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LIGGETT
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SCALE: 1''=60'-0''
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PNN
SCALE: 1''=30'-0''
30 15 0 30
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
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T E
D
B
Y
S I Z
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C H
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K E
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V I L
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CERTIFIED FINAL SUBMISSION
B U
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I N
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F
B
R
F P
W Q
R D
BLDG 295
BLDG 229
INTREPID RD
INFANTRY RD
2 X 6" INSULATED SUPPLY
AND RETURN LINES TO RUN
PARALLEL TO EXISTING
SUPPLY AND RETURN LINES.
SEE HVAC DRAWINGS AND
SPECIFICATIONS FOR
DETAILS AND
REQUIREMENTS
EXISTING
LANDSCAPING
EXISTING
LANDSCAPING
EXISTING
PAVEMENT
EXISTING
PAVEMENT
EXISTING
LANDSCAPING
BLDG 206
EXISTING
LANDSCAPING
EXISTING
LANDSCAPING
6" DUCTILE IRON
FIREWATER LINE
CONNECT 6" DUCTILE
IRON WATERLINE TO
EXISTING 8" WATERLINE
EXISTING 8"
WATERLINE
EXISTING 12"
WATERLINE
EXISTING SUPPLY
AND RETURN LINES
(VARIABLE DIAMETERS)
C-501
C-501
POST-INDICATOR VALVE
BITUMINOUS PAVEMENT
REPLACEMENT
CONCRETE SIDEWALK
REPLACEMENT
(REPLACE SIDEWALK
TO NEAREST JOINT)
CONCRETE SIDEWALK
REPLACEMENT
(REPLACE SIDEWALK
TO NEAREST JOINT)
CONCRETE SIDEWALK
REPLACEMENT
(REPLACE SIDEWALK
TO NEAREST JOINT)
CONCRETE SIDEWALK
REPLACEMENT
(REPLACE SIDEWALK
TO NEAREST JOINT)
CONCRETE SIDEWALK
REPLACEMENT
(REPLACE SIDEWALK
TO NEAREST JOINT)
BITUMINOUS PAVEMENT
REPLACEMENT
CONCRETE SIDEWALK
REPLACEMENT
(REPLACE SIDEWALK
TO NEAREST JOINT)
BITUMINOUS
PAVEMENT
REPLACEMENT
NOTES:
1. THE CONTRACTOR SHALL, AT HIS OWN
EXPENSE, OBTAIN ANY FIELD SURVEY
INFORMATION REQUIRED TO PROVIDE
A COMPLETE AND USABLE DESIGN.
2. DURING CONSTRUCTION THE
CONTRACTOR SHALL PROVIDE ALL
NECESSARY BARRIERS AND SIGNAGE
FOR THE PROTECTION OF PEDESTRIAN
AND VEHICULAR TRAFFIC.
3. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PROVIDING ALL
NECESSARY EROSION AND
SEDIMENTATION CONTROL MEASURES
FOR THE PROTECTION OF EXISTING
STORM SEWER STRUCTURES, AND
WATERWAYS. ALL EROSION AND
SEDIMENTATION CONTROL MEASURES
SHALL BE IN ACCORDANCE WITH
FEDERAL, STATE, AND LOCAL
REGULATIONS.
THE CONSTRUCTION AND PLACEMENT
OF EROSION AND SEDIMENTATION
DEVICES SHALL BE APPROVED BY THE
CONTRACTING OFFICER.
NPDES PERMIT WILL NOT BE
REQUIRED FOR THIS PROJECT.
FUTURE
LAUNDRY
FACILITY
(BY OTHERS, FOR
REFERENCE ONLY)
MECHANICAL ROOM
EXPANSION
C-100
C I V
T
E
A
I L
I T
Y
P
L A
N
A W
V
A W
V
J O
P
EXISTING GAS SUPPLY
2 x 4" PVC
TELECOM
CONDUIT
C-501
CONNECT TELECOM CONDUIT TO
EXISTING MH-150
ARIMS: 200A Disposition: Maintain for 15yrs after construction
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US Army Corps of Engineers ®
SHEET ID
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D E
S I G
N E
D
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S U
B M
I T
T E
D
B
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S I Z
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C H
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K E
D
B
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S I
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I S
S U
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CERTIFIED FINAL SUBMISSION
B U
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B
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F P
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SCALE:
2 PIPE TRENCH DETAIL
N.T.S.
C-501
SIDEWALK OR PAVING
COURSES
BACKFILL UNDER
PAVEMENT REPAIR
#12 TRACER/DETECTION WIRE
PIPE BEDDING COMPACTED
TO 95% DENSITY
4" MIN. TOPSOIL REPLACEMENT
WITH SEEDING AND MULCHING
FINISHED GRADE
BACKFILL
NOTE:
1. ALL EXCAVATION SHALL COMPLY TO THE LATEST CALIFORNIA DIVISION
OF OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (CAL/OSHA)
CODES AND REQUIREMENTS
PIPE A:6" HDPE DR 11 DOMESTIC WATER HEAT EXCHANGE RETURN
PIPE B:6" HDPE DR 11 DOMESTIC WATER HEAT EXCHANGE SUPPLY
4" 2'-
6" M
IN
PIPE IN UNPAVED AREA PIPE IN PAVED AREA
6"
6"
6"6"
A B
SCALE:
TYPICAL TRENCH DETAIL
N.T.S.
C-501
SIDEWALK OR PAVING
COURSES
BACKFILL UNDER
PAVEMENT REPAIR
#12 TRACER/DETECTION WIRE
PIPE BEDDING COMPACTED
TO 95% DENSITY
4" MIN. TOPSOIL REPLACEMENT
WITH SEEDING AND MULCHING
FINISHED GRADE
BACKFILL
NOTE:
1. ALL EXCAVATION SHALL COMPLY TO THE LATEST CALIFORNIA DIVISION
OF OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (CAL/OSHA)
CODES AND REQUIREMENTS
4" 2'-
6" M
IN
PIPE IN UNPAVED AREA PIPE IN PAVED AREA
6"
6"
6"
C-501
C I V
T
A I L
S
A W
V
A W
V
J O
P
NOTE:
1. ALL EXCAVATION SHALL COMPLY TO THE LATEST CALIFORNIA DIVISION
OF OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (CAL/OSHA)
CODES AND REQUIREMENTS
2. FOR TELECOM INSTALLATION, DIRECTIONAL DRILLING MAY BE USED.
CONCRETE ENCASEMENT MUST BE USED FOR RUNS LESS THAN 6-FT
BELOW GRADE
SCALE:
TELECOM TRENCH DETAIL
N.T.S.
C-501
SIDEWALK OR PAVING
COURSES
BACKFILL UNDER
PAVEMENT REPAIR
#12 TRACER/DETECTION WIRE
CONCRETE ENCASEMENT
FOR INSTALLATION DEPTHS
LESS THAN 6'
4" MIN. TOPSOIL REPLACEMENT
WITH SEEDING AND MULCHING
FINISHED GRADE
BACKFILL
2"
" M
IN
PIPE IN UNPAVED AREA PIPE IN PAVED AREA
3"
6"
3"3"
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
R
-0
CONCRETE BLOCK
SECTIONS/ SECTIONAL DETAILS
CAST-IN-PLACE-CONCRETE
STRUCTURAL/MISCELLANEO
US STEEL
EARTH
GRAVEL/ENGINEERED
FILL
STONE, OR NATURAL
BUILDING STONE
PLASTER OR GYPSUM
BOARD, OR EXTERIOR
SHEATHING
BATT INSULATION
ROOF, TAPERED, CAVITY OR
RIGID INSULATION
FINISHED WOOD TRIM
PLYWOOD
CAVITY DRAINAGE MATERIAL
SYMBOLS
CALLOUT PLAN,
SECTION OR DETAIL
BUILDING SECTION
WALL SECTION
INTERIOR SECTION
DETAIL SECTION
INTERIOR
EXTERIOR
ELEVATIONS
VIEW TITLE
SCALE:
VIEW CALLOUT
COLUMN GRID LABEL -
NEW
COLUMN GRID LABEL -
EXISTING
REVISION
ROOM TAG
DOOR TAG - SEE
SCHEDULE
PARTITION TYPE#X#.#
ROOM NAME
##.## KEYNOTE
TOILET ROOM
ACCESSORIES
ELEVATION MARK
DENOTES ABOVE, BELOW,
OR BEHIND
WINDOW TYPE
ACCESSIBLE TOILET STALL
RECYCLING
COLLECTION AREA
LEVEL LINE
SLOPE
CENTER LINE
FLOOR TRANSITION
ROOF SLOPE ARROW
SPOT ELEVATION
NORTH ARROW
PLAN
NORTH
N
PLANS / PLAN DETAIL GRAPHICS
CONCRETE BLOCK WALLS
CAST-IN-PLACE-
CONCRETE WALLS
STUD WALLS
BRICK WALLS
CONCRETE SLABS AND/OR
CONCRETE SIDEWALKS
EXITSTING WALLS
SMOKE
1 HOUR
2 HOUR
3 HOUR
4 HOUR
PLANS/ PLAN FIRE RATED GRAPHICS
1/2 HOUR
DOOR DESIGNATIONS
EXISTING DOOR AND/OR FRAME TO
REMAIN - SEE DOOR SCHEDULE FOR ANY
ADDITIONAL WORK
EXISTING DOOR AND/OR FRAME TO BE
REMOVED - SEE DEMO PLAN/NOTES
NEW DOOR AND/OR FRAME TO BE
PROVIDED - SEE DOOR SCHEDULE
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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B M
IT
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S I D
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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
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D A
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M A
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ID
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M O
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A-001
A R
C H
IT
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C T
U R
A L G
E N
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A L N
O T
E S
M
A T
E R
IA
L
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N O
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N L
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D P
P
A L B
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S
-0
-2
CERTIFIED FINAL SUBMISSION
B U
IL
D
IN
G
F F
R D
-B -R
F P
NOTES - GENERAL
1 ALL DIMENSIONS ARE IN FEET / INCHES UNLESS NOTED OTHERWISE
2 THESE GENERAL NOTES ARE NOT INTENDED TO REPLACE SPECIFICATIONS - REFER
TO SPECIFICATIONS FOR REQUIREMENTS IN ADDITION TO GENERAL NOTES
3 THE TERMS RENOVATE AND REHABILITATE ARE USED INTERCHANGEABLY IN THESE
DOCUMENTS.
4 ROOM AREAS AND PERIMETERS ARE APPROXIMATE AND FOR REFERENCE ONLY.
VERIFY QUANTITIES AND DIMENSIONS IN FIELD.
5 NO DEVIATIONS FROM THESE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT
THE PRIOR WRITTEN APPROVAL OF THE ARCHITECT
6 DO NOT SCALE DIMENSIONS FROM DRAWINGS - THE CONTRACTOR SHALL REQUEST
NECESSARY DIMENSIONS NOT SHOWN ON THE DRAWINGS FROM THE ARCHITECT
7 ALL DIMENSIONS ARE TO FACE OF PARTITION OR CENTER OF DOORS, WINDOWS AND
OPENINGS UNLESS NOTED OTHERWISE - ALL NON-DIMENSIONED DOOR LOCATIONS
SHALL BE OFFSET 4" FROM THE ADJACENT WALL TO THE HINGE SIDE OF THE DOOR
OPENING.
8 DETAILS SHOWN ON DRAWINGS ARE TYPICAL FOR ALL SIMILAR CONDITIONS.
9 DRAWING NOTES AND SPECIFICATIONS ARE INSTRUCTIONS TO THE CONTRACTOR
AND APPLY TO ALL THE WORK UNLESS MORE SPECIFIC INFORMATION IS SHOWN
ELSEWHERE ON THE DRAWINGS OR WRITTEN IN THE SPECIFICATIONS - IN THE
EVENT OF CONFLICTING INSTRUCTIONS, THE ARCHITECT SHALL DETERMINE WHAT
CONTROLS
10 VERIFY ALL DIMENSIONS IN THE FIELD AND COORDINATE DIMENSIONS SHOWN ON
THE CONTRACT DRAWINGS WITH FABRICATION AND FIELD CONDITIONS AND REPORT
ANY INCONSISTENCIES TO THE ARCHITECT BEFORE PROCEEDING WITH WORK
11 PRINCIPAL OPENINGS IN THE STRUCTURE ARE SHOWN ON THESE DRAWINGS - THE
GENERAL CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, MECHANICAL,
ELECTRICAL, AND PLUMBING DRAWINGS FOR REQUIRED OPENINGS GENERAL
CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL OPENINGS WITH ALL
SUB-CONTRACTORS PRIOR TO CONSTRUCTION
12 STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED
STRUCTURE, AND, EXCEPT WHERE SPECIFICALLY SHOWN, DO NOT INDICATE THE
METHOD OR MEANS OF CONSTRUCTION - THE CONTRACTOR SHALL SUPERVISE
CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES, SEQUENCE, AND
APPLICABLE SAFETY REGULATIONS TO BE FOLLOWED
13 CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING THE
WORK OF THE SUB-CONTRACTORS - THE CONTRACTOR SHALL BE RESPONSIBLE TO
COORDINATE WITH THE BUILDING OWNER, TENANT OR HIS REPRESENTATIVES THE
DELIVERY AND INSTALLATION OF ITEMS BEING PROVIDED AND INSTALLED BY
OTHERS
14 MECHANICAL, PLUMBING AND ELECTRICAL WORK RELATED TO DEMOLITION AND
NEW INSTALLATION OF COMPONENTS SHALL COMPLY WITH ALL APPLICABLE CODES
15 ALL MATERIALS, FABRICATION AND INSTALLATION SHALL COMPLY WITH THE
APPLICABLE REQUIREMENTS AND SPECIFICATIONS FOR EACH DIVISION OF WORK
16 CONSTRUCTION MUST COMPLY WITH APPLICABLE CODES AND ORDINANCES, LAWS
AND SAFETY ORDERS AS DIRECTED BY LOCAL JURISDICTION
17 CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY ORDERING OF MATERIALS
INCLUDED IN THESE CONTRACT DOCUMENTS - SOME ITEMS IN THESE DOCUMENTS
MAY REQUIRE LONG LEAD TIMES OR SPECIAL COORDINATION SUBSTITUTIONS WILL
NOT BE ALLOWED FOR MATERIAL NOT ORDERED IN A TIMELY FASHION
18 CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND GRADE CONDITIONS,
(BOTH NEW AND EXISTING) REPORTING ANY DISCREPANCIES TO THE ARCHITECT
PRIOR TO ORDERING MATERIALS OR PROCEEDING WITH ANY PHASE OF THE WORK
19 CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS PRIOR TO COMMENCING
CONSTRUCTION - ALL DISCREPANCIES SHALL BE NOTED AND SENT TO THE
ARCHITECT WITH ADEQUATE TIME TO REVIEW PRIOR TO STARTING THAT PORTION
OF THE WORK IN ORDER TO AVOID PROJECT DELAYS
20 CONTRACTOR SHALL CLEAN, PATCH AND REPAIR ALL SURFACES DAMAGED BY
DEMOLITION, ALTERATION OR INSTALLATION OF THE WORK
21 CONTRACTOR SHALL PREPARE ALL WALLS AND PARTITIONS AS REQUIRED BY THE
FINISH MANUFACTURER TO RECEIVE THE FINISHES SPECIFIED
22 CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY
CORNERS DURING CONSTRUCTION
23 CONTRACTOR SHALL PROVIDE ADDITIONAL FURRING (THE ENTIRE LENGTH OF THE
WALL) TO FULLY CONCEAL ALL MECHANICAL, ELECTRICAL, PLUMBING AND
STRUCTURAL ITEMS THAT PROJECT FROM THE FACE OF THE WALL OR PARTITION
AND ARE NOT SPECIFICALLY NOTED TO BE SURFACE MOUNTED
24 CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS,
BUILDING UTILITY ENTRANCE LOCATIONS AND EXACT LOCATIONS AND DIMENSIONS
OF EXITS, CANOPIES, RAMPS, DOWNSPOUTS, GRAVEL AREAS ADJACENT TO
BUILDING WALLS, UTILITY ENTRANCE LOCATIONS AND BOLLARDS IN BUILDING
WALKWAYS
25 CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS PRIOR
TO COMMENCING CONSTRUCTION - ALL DISCREPANCIES SHALL BE NOTED AND SENT
TO THE ARCHITECT WITH ADEQUATE TIME TO REVIEW PRIOR TO STARTING THAT
PORTION OF THE WORK IN ORDER TO AVOID PROJECT DELAYS
26 CONTRACTOR TO PROVIDE PORTABLE FIRE EXTINGUISHERS IN ACCORDANCE WITH
LOCAL JURISDICTION AND NFPA 10. MAXIMUM TRAVEL DISTANCE TO NEAREST FIRE
EXTINGUISHER FROM ANY POINT IN THE BUILDING SHALL NOT EXCEED 50 FEET.
EXISTING FIRE EXTINGUISHERS SHALL BE TESTED AND RE-USED IF FULLY
OPERATIONAL. FIRE EXTINGUISHERS SHALL BE SIZED FOR NO LESS THAN ORDINARY
HAZARD.
27 REMOVE AND REINSTALL PICTURES, TV'S, BULLETIN BOARDS ETC, PRIOR TO AND
AFTER PAINTING
28 ALL REQUESTS FROM INFORMATION PROMPTED BY THE BUILDING OFFICIALS SHALL
INCLUDE A COPY OF THE BUILDING OFFICIALS COMMENTS AND THE BUILDING
INSPECTORS FIELD REPORT TO ENSURE AN ACCURATE AND TIMELY RESPONSE
29 CONTRACTOR AND SUBCONTRACTOR SHALL ALL BE LICENSED TO PERFORM THEIR
REQUESTED DUTIES AS REQUIRED IN ACCORDANCE WITH LOCAL STANDARDS
30 CONTRACTOR SHALL COMPARE STRUCTURAL SECTIONS WITH ARCHITECTURAL
SECTIONS AND REPORT ANY DISCREPANCY TO THE ARCHITECT PRIOR TO
FABRICATION OR INSTALLATION OF STRUCTURAL MEMBERS
ABB DESCRIPTION
REINF REINFORCING
REQ'D REQUIRED
RFG REFRIGERATOR
RG RANGE
RM ROOM
RO ROUGH OPENING
RTS RUBBER TRANSITION STRIP
RWC RAIN WATER CONDUCTOR
__________ S __________
S SOUTH
SAN SANITARY
SCHD SCHEDULE
SEC SECTION
SF SQUARE FOOT
SIM SIMILAR
SPKLR SPRINKLER
SQ SQUARE
SQ FT SQUARE FOOT
SS STAINLESS STEEL
STD STANDARD
STL STEEL
STOR STORAGE
SUSP SUSPEND, SUSPENDED, OR SUSPENSION
SYS SYSTEM
__________ T __________
"T" TEE (BAR OR W)
T TREAD
T/ TOP OF
T/C TOP OF CURB
TB TACKBOARD
TC TERRA COTTA
TEL TELEPHONE
TEMP TEMPERED OR TEMPERATURE
TERM TERMINATE / TERMINAL
THRESH THRESHOLD
TLT TOILET
TV TELEVISION
TYP TYPICAL
__________ U __________
UH UNIT HEATER
UL UNDERWRITER'S LABORATORY
UMCT UNGLAZED MOSAIC CERAMIC TILE
UNO UNLESS NOTED OTHERWISE
__________ V __________
VEST VESTIBULE
VIF VERIFY IN FIELD
__________ W __________
W WEST
W/ WITH
W/O WITHOUT
WC WATER CLOSET
WIN WINDOW
WP WATERPROOF(ING)
WSCT WAINSCOT
WT WEIGHT
WWF WELDED WIRE REINFORCEMENT
ABB DESCRIPTION
__________ G __________
GA GAUGE
GL GLASS OR GLAZING
GRD GROUND
GWB GYPSUM WALL BOARD
__________ H __________
HB HOSE BIBB
HC HANDICAP(PED)
HDW HARDWARE
HM HOLLOW METAL
HOR HORIZONTAL
HP HIGH POINT
HTR HEATER
__________ I __________
ID INSIDE DIAMETER
IN INCH(ES)
INT INTERIOR
__________ J __________
JB JAMB
JST JOIST
JT JOINT
__________ L __________
LAM LAMINATE
LAN LOCAL AREA NETWORK CONNECTION
LAV LAVATORY
LB POUND
LF LINEAL FOOT
LP LOW POINT
LTL LINTEL
__________ M __________ m METERS
MAS MASONRY
MAX MAXIMUM
MDF MEDIUM DENSITY FIBERBOARD
MECH MECHANICAL
MEZZ MEZZANINE
MFR MANUFACTURE
MH MANHOLE
MICRO MICROWAVE
MIN MINIMUM
MISC MISCELLANEOUS
mm MILLIMETERS
MO MASONRY OPENING
MTD MOUNTED EL
MTL METAL
__________ N __________
N NORTH
NFPA NATIONAL FIRE PROTECTION
ASSOCIATION
NIC NOT IN CONTRACT
NOM NOMINAL
NTS NOT TO SCALE
__________ O __________
OC ON CENTER
OD OUTSIDE DIAMETER
OFF OFFICE
OPNG OPENING
OPP OPPOSITE
__________ P __________
PART PARTITION
PL PLATE
PLAM PLASTIC LAMINATE
PLAS PLASTER
PLYWD PLYWOOD
PNL PANEL
POS POINT OF SALE
PR PAIR
PRCST PRECAST
PREFAB PREFABRICATED
PROP PROPERTY
PSI POUNDS PER SQUARE INCH
PSIG POUNDS PER SQUARE INCH GAUGE
PT POINT
PTD PAINTED
__________ Q __________
QTY QUANTITY
__________ R __________
R RISER OR RADIUS
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
REF REFER / REFERENCE
REG REGISTER
ABB DESCRIPTION
__________ A __________
& AND
< ANGLE
@ AT
A/ ABOVE
ACP ACOUSTIC CEILING PANEL
ADJ ADJACENT, ADJUSTABLE
AED AUTOMATED EXTERNAL DEFIBRILLATOR
AFF ABOVE FINISHED FLOOR
AP ACCESS PANEL
APPROX APPROXIMATE(LY)
ARCH ARCHITECT OR ARCHITECTURAL
ASTM AMERICAN SOCIETY FOR TESTING
MATERIAL
ATTEN ATTENUATE, ATTENUATION
AVG AVERAGE
__________ B __________
B/ BOTTOM OF
B/C BOTTOM OF CURB
BC BASE CABINET
BD BOARD
BIT BITUMINOUS
BLDG BUILDING
BSMT BASEMENT
__________ C __________
[ CHANNEL
C/ CENTER OF
CAB CABINET
CC CENTER TO CENTER
CG CORNER GUARD
CJ CORNER JOINT
CL CENTER LINE
CLG CEILING
CLG HT CEILING HEIGHT
CLO CLOSET
CLR CLEAR
CMU CONCRETE MASONRY UNIT
CO CLEAN OUT
COL COLUMN
CONC CONCRETE
CONT CONTINUOUS
CORR CORRIDOR
CP COPIER
CT CERAMIC TILE
CY CUBIC YARD
__________ D __________
DF DRINKING FOUNTAIN
DIA DIAMETER
DIM DIMENSION
DN DOWN
DW DISHWASHER
DWG DRAWING
__________ E __________
E EAST
EA EACH
EB EDGE BANDING
EIFS EXTERIOR INSULATION FINISH SYSTEM
EJ EXPANSION JOINT
ELEC ELECTRICAL
ELEV ELEVATOR
EMER EMERGENCY
ENCL ENCLOSE(URE)
EP ELECTRICAL PANEL
EQ EQUAL
EQUIP EQUIPMENT
EWC ELECTRIC WATER COOLER
EXIST EXISTING
EXP BLT EXPANSION BOLT
EXT EXTERIOR
__________ F __________
< FABRIC
F/F FACE TO FACE
FAX FACSIMILE
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FHC FIRE HOSE CABINET
FL FLOOR
FL CO FLOOR CLEANOUT
FP FIRE PROTECTION
FPRF FIREPROOF(ING)
FR FIRE RATED OR FRAME
FT FOOT/FEET
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
R
-0
REAR WALL ELEV
42" SIDE
WALL GRAB
BAR
TOILET PAPER DISPENSER
PARTITION
18" VERTICAL GRAB
BAR
1' - 6"
M A
X
M
IN
1/
2" M
IN
9" MAX
7" MINWATER CLOSET
IS FOR REF.
SEE P-SERIES
FOR TYPE
36" REAR
WALL
GRAB BAR
SEAT COVER
DISPENSER
1 1/2 " GAP
FLUSH
CONTROL
ON OPEN SIDE
OF WC 44
M
A X
39" MIN - 41" MAX
MAX
12".
48" MAX
24" MIN
NAPKIN
DISPOSAL
T /O
G R
IP
P
IN
G
S U
R F
A C
E
M
IN
6" M
A X
T /O
S U
R F
A C
E
M
IN
1" M
A X
SIDE WALL ELEV
2' - 0" 1' - 0"
36" AMBULATORY
5' - 0" MIN CLEAR WHEEL CHAIR
59" MIN CLEAR WHEEL CHAIR ACCESSIBLE FLOOR MOUNTED
56" MIN CLEAR NON-ACCESSIBLE
56" MIN CLEAR WHEEL CHAIR ACCESSIBLE WALL HUNG
M A
X
M
IN
42" SIDE WALL
GRAB BAR @
AMBULATORY
60" MIN CLEAR AMBULATORY
M
IN9"T
O
O P
E R
A B
LE
P
A R
T S
M A
X
M A
X
M
IN
TOILET ROOMS WITH STALLSTOILET STALLS
CL OPENING
ACCESSIBLE TRANSFER SHOWER STALLS DRINKING FOUNTAINS SIGNS & COUNTERS
APRON
FRONT VIEW
(DOUBLE)
ADA
COMPLIANT
EWC
STANDARD
EWC
FACE OF
ADJACENT
WALL
SIDE VIEW
EDGE OF
WALL
BEYOND
WIDTH OF ALCOVE
48" MIN
T O
S P
O U
T
M A
X
TO SPOUT
24" MIN CLR
O F
L E
A D
IN
G
E D
G E
T O
B O
T T
O M
CLR FLOOR SPACE
30" MIN
DEPTH OF
24" MAX
ALCOVE
T O
S P
O U
T
M A
X
9" M
IN
6" MAX 8" MIN
T O
B O
T T
O M
M
IN
F O
R C
LR
15" MIN. 5" MAX.
CL
INSULATE OR CONCEAL
ALL WATER & DRAIN
PIPES
SOAP
DISPENSER
MIRROR
FEMININE
NAPKIN
DISPENSER
PAPER
TOWEL
DISPENSE
R
HAND
DRYER
COAT /
ROBE HOOK
M A
X
A D
A /T
A S
M A
X
S T
A N
D A
R D
M A
X
9" M
IN27
M
IN
M
IN
M A
X
M A
X H
/C
S T
A N
D A
R D
FAUCET AND SOAP DISPENSER
CONTROLS SHALL HAVE A REACH
DEPTH OF 11" MAX
OBSTRUCTED REACH TO OPERABLE
PARTS ON DISPENSERS AND HAND
DRYERS SHALL COMPLY WITH ANSI
M A
X U
N O
B S
T R
T /O
O P
E R
A B
LE
P
A R
T S
M A
X
T /O
O P
E R
A B
LE
P
A R
T S
M A
X
T /O
O P
E R
A B
LE
P
A R
T S
M A
X
T /O
O P
E R
A B
LE
P
A R
T S
M A
X
SINKS
(N O
T
IN
K S
SHELF
M A
X
M
IN
M
IN
T O
T
G
LA
S S
PAPER
TOWEL
DISPENSER &
WASTE
RECEPTACLE
CLEAR
FLOOR
SPACE
36" IF IN ALCOVE
GREATER THAN 24"
DEEP
30" TYP
T Y
P
TAPERED
ELONGATED
RIM
14" TYP
CLEAR FLOOR
SPACE
60" MIN
42" MIN
M
IN
G O
V E
R N
S
M
IN
IC
C
/A N
S I A
II7
.1
CL
16" - 18"
CLEAR
FLOOR
SPACE
M
IN
M A
X
M
IN
30" MIN
52" MIN ADA/TAS (54"
ICC/ANSI A117.1
GOVERNS)
INTERNATIONAL PLUMBING
CODE (IPC) GOVERNS
42" ICC/ANSI
A117.1
GOVERNS -
CLEAR FROM
OUTSIDE FACE
OF ADJACENT
STALL
LATCH SIDE APPROACH
ONLY - OTHER
APPROACHES 48" -
ADA/TAS
42" MIN
42" MIN
M
IN
12" MAX
54" MIN
56" MIN WALL WC
59" MIN FLOOR WC
60" IPC 2000
6" M
A X
M
IN
M
IN4"
M A
X
6" MAX - SEE NOTE 1.
4" MAX
32" MIN
6" M
A X
ALTERNATE
DOOR
LOCATIONTOE
CLEARANC
E 9" HIGH
AFF CLR
CL
32"" MIN
36" MIN 16
42" ICC/ANSI A117.1
GOVERNS - CLEAR
FROM OUTSIDE FACE
OF ADJACENT STALL
42" MIN
56" MIN WALL MOUNTED WC
59" MIN FLOOR MOUNTED WC
52" MIN ADA/TAS (54"
ICC/ANSI A117.1
GOVERNS)
M
IN
6" M
A X
12" MAX
M
IN
CL
4' - 6" MIN
1. TOE CLEARANCE AT THE FRONT OF THE PARTITION IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 62" DEEP WITH A WALL-HUNG WATER CLOSET OR 65" DEEP WITH A FLOOR- MOUNTED WATER CLOSET. TOE CLEARANCE AT THE SIDE IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 66" WIDE (ICC/ANSI A117.1). TOE CLEARANCE IS EXCLUSIVE OF PARTITION SUPPORT MEMBERS. IF DEPTH OF STALL IS GREATER THAN 60", TOE CLEARANCE DOES NOT APPLY - ADA. (ICC/ANSI A117.1 GOVERNS).
2. WHERE 6 OR MORE STALLS ARE PROVIDED, IN ADDITION TO STANDARD STALL, PROVIDE AT LEAST 1 AMBULATORY STALL 36" WIDE WITH A DOOR THAT SWINGS OUT AND THE DEPTH OF THE STALL AS REQUIRED TO ACCOMMODATE LENGTH OF GRAB BAR. STALL SHALL BE IN ACCORDANCE TO APPLICABLE PLUMBING CODE.
WHEELCHAIR ACCESSIBLE STALL ALTERNATE WHEELCHAIR ACCESSIBLE STALLNOT IN STALL
EXIT
BACKSPLASH
CEILING, PENDANT OR
WALL MOUNTED EXIT SIGN
COUNTER
M A
X 4"
4"
CL
URINAL
T O
T / G
LA
S
S
FULL
LENGTH
MIRROR
T O
O P
E R
A T
IN
G
R
T S
LE
A
D
IN
G E
D G
E N
P R
O
JE
C T
IO
IS
M O
R E
T H
A N
SIDE VIEW FRONT VIEW
FACE OF WALL
HANDLE
4" MAX INCLUDING
CLR FLOOR SPACE
30" MIN
CLR FLOOR SPACE
48" MIN
T O
B O
T T
O M
M
IN
R E
A C
H H
E
IG
H T
M A
X
FIRE EXTINGUISHER
TOILET FIXTURES & ACCESSORIES
T /O
O P
E R
A B
LE
P
A R
T S
M A
X
LIGHT
SWITCH
ACCESSIBLE SHOWER CLEARANCES
PLAN
CLEAR FLOOR SPACE
48" MIN.
S E
A T
3' - 0"
3'
3'
M
IN
2 1/2"MAX.
16"MAX.
22"-23"MAX.
SHOWER
CURTAIN ROD
(BEHIND)
". 1' - 6"
16"MAX.
15"MIN.
1' - 4"
SEAT WALL ELEV
(LEFT SIDE)
FOLD-DOWN
SHOWER SEAT
36" LONG MIN
(UNO)
MAX
3"
MAX
1 1/2"
LINE OF
REAR
WALL
REAR WALL ELEV
(CENTER)
"M
A X
"M
IN
SINGLE LEVER
MIXING VALVE
CONTROL
SHOWER CURTAIN
ROD
SHOWER HEAD
LINE OF
REAR WALL
SOAP DISH
SHOWERHEAD /
HAND SHOWER
3' - 0"
2'
3'
6'
CONTROL WALL ELEV
(RIGHT SIDE)
6'
18" VERTICAL GRAB
BAR. 41" MAX AFF
B/O SURFACE
M A
X
M
IN
6" M
A X
3" M
IN
MAX.
4"
1' - 6"
THRESHOLD 1/2"
MAX. HT. BEVELED
AT 45MAX.
6"
"M
IN
LOCKERS
9" M
IN
12"
4"
1-TEIR CLOSED
9" M
IN
.12"
1-TEIR OPEN
M
IN
SHELF
SHELF
M A
X
RECESSED HANDLE
W/LIFTING TRIGGER
HOOK
M A
X
ADA ACCESSIBLE LOCKERS
ADA SIGN INDICATING
ACCESSIBILITY
4"
T /O
O P
E R
A B
LE
P
A R
T S
M A
X
KNEE CLEARANCE
8" MIN
11" MIN 6" MAX
M A
X
M A
X
M
IN
M
IN9"
24" MIN
M
IN
. I F
C
LO
S E
R P
R O
V
ID
E D
M
IN
4" TYP
22" MIN
M
IN
IF
C
LO
S
E R
A N
D L
A T
C H
P R
O V
ID
E
D
M
IN
M
IN
H
IN
G
E A
P P
R O
A C
H
M
IN
H
IN
G
E A
P P
R O
A C
H
42" MIN
36" MIN
NOTE: X =
12 IF DOOR
HAS BOTH
A CLOSER
AND A
LATCH
X" MIN4" TYP
18" MIN
M
IN
M
IN
DOOR CLEARANCES
CL
42" MAX.
M
IN
8" M
A X
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
S O
L
IC
IT
A
T
IO
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
IP
T
IO
N
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
M
IC
H A
E L
B
A K
E R
I N
T E
R N
A T
IO
N
A L
A
IR
S
ID
E
D R
IV
E
M O
O N
T O
W N
S H
IP
P
A
A-002
T Y
P
IC
A L A
D A
D E
T A
IL
S
F O
R T
H U
N T
E R
L
IG
G E
T T
D P
P
A L B
R M
S
-0
-2
CERTIFIED FINAL SUBMISSION
B U
IL
D
IN
G
F F
R D
-B -R
F P
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
R
-0
LOUNGE
SR
SR
SR
SR
SR
SR
SR
SR
SR
SR
TOILET
SR
SR
TOILET
SR
SR
TOILET
SR
LAUNDRY
STORAGE
STORAGE
STORAGE
ORDERLY
JANITOR
STORAGE
LOBBY
MECHANICAL
SR
SR
SR
SR
SR
SR
SR
SR
SR
TOILET
SR
SR
TOILET
SR
SR
TOILET
SR
SR
SR
SR
SR
SR
SR
SR
SR
SR
STORAGE
STORAGE
STORAGE
CORRIDOR
20'-0" +/- 29'-8" +/-
F
IE
LD
V
E R
IF
'-6
'-6
'-4
FIELD VERIFY
288'-6" +/-
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
S O
L
IC
IT
A
T
IO
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
IP
T
IO
N
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
M
IC
H A
E L
B
A K
E R
I N
T E
R N
A T
IO
N
A L
A
IR
S
ID
E
D R
IV
E
M O
O N
T O
W N
S H
IP
P
A
AD101
C
O M
P R
E H
E N
S
IV
IR
S T
F L O
O R
D E
M O
L
IT
IO
N
P L A
N
F O
R T
H U
N T
E R
L
IG
G E
T T
D P
P
A L B
R M
S
-0
-2
W Q
R -1
-D
-0
CERTIFIED FINAL SUBMISSION
B U
IL
D
IN
G
F F
R D
-B -R
F P
SCALE: 3/32" = 1'-0"
295 FIRST FLOOR DEMOLITION PLAN
SCALE:
8' - 0" 16' - 0" 32' - 0"
3/32" = 1' - 0"
NOTES:
1. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS
2. REFER TO EXISTING DRAWINGS IN VOLUME 2
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
R
-0
SR
SR
SR
SR
SR
SR
SR
SR
SR
SR
TOILET
SR
SR
TOILET
SR
SR
TOILET
SR
LAUNDRY
STORAGE
STORAGE
STORAGE
ORDERLY
JANITOR
STORAGE
STORAGE
OPEN TO BELOW
SR
SR
SR
SR
SR
SR
SR
SR
SR
TOILET
SR
SR
TOILET
SR
SR
TOILET
SR
SR
SR
SR
SR
SR
SR
SR
SR
SR
STORAGE
STORAGE
STORAGE
COORIDOR
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
S O
L
IC
IT
A
T
IO
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
IP
T
IO
N
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
M
IC
H A
E L
B
A K
E R
I N
T E
R N
A T
IO
N
A L
A
IR
S
ID
E
D R
IV
E
M O
O N
T O
W N
S H
IP
P
A
AD102
C
O M
P R
E H
E N
S
C O
N D
F L O
O R
D E
M O
L
IT
IO
N
P L A
N
F O
R T
H U
N T
E R
L
IG
G E
T T
D P
P
A L B
R M
S
-0
-2
W Q
R -1
-D
-0
CERTIFIED FINAL SUBMISSION
B U
IL
D
IN
G
F F
R D
-B -R
F P
SCALE:
8' - 0" 16' - 0" 32' - 0"
3/32" = 1' - 0"
SCALE: 3/32" = 1'-0"
295 SECOND FLOOR DEMOLITION PLAN
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
R
-0
SR
SR
SR
SR
SR
SR
SR
SR
SR
SR
TOILET
SR
SR
TOILET
SR
SR
TOILET
SR
LAUNDRY
STORAGE
STORAGE
STORAGE
ORDERLY
JANITOR
STORAGE
LOUNGE
SR
SR
SR
SR
SR
SR
SR
SR
SR
TOILET
SR
SR
TOILET
SR
SR
TOILET
SR
SR
SR
SR
SR
SR
SR
SR
SR
SR
STORAGE
STORAGE
STORAGE
COORIDOR
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
S O
L
IC
IT
A
T
IO
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
IP
T
IO
N
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
M
IC
H A
E L
B
A K
E R
I N
T E
R N
A T
IO
N
A L
A
IR
S
ID
E
D R
IV
E
M O
O N
T O
W N
S H
IP
P
A
AD103
C
O M
P R
E H
E N
S
IR
D
F L O
O R
D E
M O
L
IT
IO
N
P L A
N
F O
R T
H U
N T
E R
L
IG
G E
T T
D P
P
A L B
R M
S
-0
-2
W Q
R -1
-D
-0
CERTIFIED FINAL SUBMISSION
B U
IL
D
IN
G
F F
R D
-B -R
F P
SCALE: 3/32" = 1'-0"
295 THIRD FLOOR DEMOLITION PLAN
SCALE:
8' - 0" 16' - 0" 32' - 0"
3/32" = 1' - 0"
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
R
-0
UP
67 SF
JANITOR
A-401
A-402
LOUNGE
737 SFSR
SR
SR
SR
SR
SR
SR
SR
SR
SR
TOILET
SR
SR
TOILET
188 SF
SR
188 SF
SR
TOILET
SR
LAUNDRY
TELECOMM
ELECTRICAL
LOBBY
MECHANICAL
267 SF
SR
SR
SR
SR
SR
SR
SR
SR
SR
TOILET
SR
SR
TOILET
SR
SR
TOILET
SR
SR
SR
SR
SR
SR
SR
SR
SR
SR
COORIDOR
MECHANICAL
114A
158 SF
EF ROOM ADDITION
114B
98 SF
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
S O
L
IC
IT
A
T
IO
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
IP
T
IO
N
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
M
IC
H A
E L
B
A K
E R
I N
T E
R N
A T
IO
N
A L
A
IR
S
ID
E
D R
IV
E
M O
O N
T O
W N
S H
IP
P
A
A-101
C
O M
P R
E H
E N
S
IR
S T
F L O
O R
P L A
N
F O
R T
H U
N T
E R
L
IG
G E
T T
D P
P
A L B
R M
S
-0
-2
W Q
R -1
-D
-0
CERTIFIED FINAL SUBMISSION
B U
IL
D
IN
G
F F
R D
-B -R
F P
SCALE: 3/32" = 1'-0"
295 FIRST FLOOR PLAN
NOTES:
TRADOC 4C RUBRIC PLUMBING REQUIREMENTS
TOILETS MALE 1 PER 10 PEOPLE
FEMALE 1 PER 6 PEOPLE
SHOWERS 1 PER 8 PEOPLE
SCALE:
8' - 0" 16' - 0" 32' - 0"
3/32" = 1' - 0"
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
R
-0
UPUP
A-402
SR NEW
SR
SR
SR
SR
SR
SR
SR
SR
SR
SR
TOILET
SR
SR
TOILET
SR
SR
TOILET
SR
JANITOR
TELECOMM
VENDING
ELECTRICAL
TV ROOM
186 SF
OPEN TO BELOW
SR
SR
SR
SR
SR
SR
SR
SR
SR
TOILET
SR
SR
TOILET
SR
SR
TOILET
SR
SR
SR
SR
SR
SR
SR
SR
SR
SR
COORIDOR
SR NEW
STORAGE
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
S O
L
IC
IT
A
T
IO
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
IP
T
IO
N
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
M
IC
H A
E L
B
A K
E R
I N
T E
R N
A T
IO
N
A L
A
IR
S
ID
E
D R
IV
E
M O
O N
T O
W N
S H
IP
P
A
A-102
C
O M
P R
E H
E N
S
C O
N D
F L O
O R
P L A
N
F O
R T
H U
N T
E R
L
IG
G E
T T
D P
P
A L B
R M
S
-0
-2
W Q
R -1
-D
-0
CERTIFIED FINAL SUBMISSION
B U
IL
D
IN
G
F F
R D
-B -R
F P
SCALE:
8' - 0" 16' - 0" 32' - 0"
3/32" = 1' - 0"
SCALE: 3/32" = 1'-0"
295 SECOND FLOOR PLAN
NOTES:
TRADOC 4C RUBRIC PLUMBING REQUIREMENTS
TOILETS MALE 1 PER 10 PEOPLE
FEMALE 1 PER 6 PEOPLE
SHOWERS 1 PER 8 PEOPLE
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
R
-0
SR
SR
SR
SR
SR
SR
SR
SR
SR
SR
SR
TOILET
SR
SR
TOILET
SR
SR
TOILET
SR
JANITOR
TELECOMM
VENDING
ELECTRICAL
TV ROOM
SR
SR
SR
SR
SR
SR
SR
SR
SR
SR
TOILET
SR
SR
TOILET
SR
SR
TOILET
SR
SR
SR
SR
SR
SR
SR
SR
SR
SR
COORIDOR
SR
STORAGE
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
S O
L
IC
IT
A
T
IO
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
IP
T
IO
N
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
M
IC
H A
E L
B
A K
E R
I N
T E
R N
A T
IO
N
A L
A
IR
S
ID
E
D R
IV
E
M O
O N
T O
W N
S H
IP
P
A
A-103
C
O M
P R
E H
E N
S
IR
D
F L O
O R
P L A
N
F O
R T
H U
N T
E R
L
IG
G E
T T
D P
P
A L B
R M
S
-0
-2
W Q
R -1
-D
-0
CERTIFIED FINAL SUBMISSION
B U
IL
D
IN
G
F F
R D
-B -R
F P
SCALE: 3/32" = 1'-0"
295 THIRD FLOOR PLAN
SCALE:
8' - 0" 16' - 0" 32' - 0"
3/32" = 1' - 0"
NOTES:
TRADOC 4C RUBRIC PLUMBING REQUIREMENTS
TOILETS MALE 1 PER 10 PEOPLE
FEMALE 1 PER 6 PEOPLE
SHOWERS 1 PER 8 PEOPLE
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
R
-0
2'
8"
6"
13' - 6"
1'
6' - 0" 3' - 7"
3'
4" 6'
4"
6" 6"
6'
188 SF
BEDROOM TYP.
16 SF
TOILET ROOM TYP.
29 SF
BATHROOM POD TYP.
111 SF
SINK AREA TYP.
2' - 6" 5' - 0" 5' - 4"
CH1
AC1
DK1 DK1
AC1
CH1
BD1 BD1
CLOSETS SIZED A
MINIMUM OF 2'x3' PER
AIT-BCOF STANDARD
DESIGN IN TECHNICAL
ASSESMENT REPORT
(SEE VOLUME 2 OF THE
RFP)
MINIMUM PER
TRADOC
STANDARDS
TOILET
SR
CHASES ARE SHOWN
DIAGRAMATICALLY
ONLY AND CAN BE
REDUCED OR
ELIMINATED AS
REQUIRED
DOOR LOCATIONS ARE
SHOWN AS TYPICAL
AND CAN BE
ADJUSTED AS NEEDED
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
S O
L
IC
IT
A
T
IO
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
IP
T
IO
N
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
M
IC
H A
E L
B
A K
E R
I N
T E
R N
A T
IO
N
A L
A
IR
S
ID
E
D R
IV
E
M O
O N
T O
W N
S H
IP
P
A
A-401
E
N L A
R G
E D
R E
S T
R O
O M
A N
D B
E D
R O
O M
P L A
N
F O
R T
H U
N T
E R
L
IG
G E
T T
D P
P
A L B
R M
S
-0
-2
CERTIFIED FINAL SUBMISSION
B U
IL
D
IN
G
F F
R D
-B -R
F P
SCALE:
1' - 0" 2' - 0" 4' - 0"
1/2" = 1' - 0"
SCALE: 1/2" = 1'-0"
295 ENLARGED RESTROOM AND BEDROOM PLAN TYP.
LEGEND - FURNITURE
TAG DESCRIPTION OWNER
TRADOC
REQUIRED
AC1 DESK LAMP GFGI X
AC2 TABLE LAMP GFGI
BD1 BED FRAME AND MATTRESS GFGI X
CH1 TASK CHAIR GFGI X
CH2 STACK CHAIR GFGI
CH3 STOOL GFGI
CH4 LOUNGE CHAIR GFGI
CH5 SOFA GFGI
CR1 CREDENZA GFGI
DK1 DESK - SINGLE PEDESTAL GFGI X
GM1 GAMING - AIR HOCKEY TBD
GM2 GAMING - FOOSBALL TABLE TBD
TA1 TABLE - LOUNGE GFGI
TA2 DINING TABLE BAR HEIGHT GFGI
TA3 END TABLE GFGI
TA4 COFFEE TABLE GFGI
TV1 WALL BRACKET FOR MONITOR CFCI
TV2 WALL MOUNTED MONITOR BY OTHERS GFGI
TOILET ACCESSORIES
1 FLUSH MOUNT TANK TOILET
2 SHOWER ENCLOSURE
3 CLOTHES HOOK
4 LOCKER ROOM BENCH
5 VANITY SINK
6 SURFACE MOUNTED SINGLE ROLL
TOILET TISSUE DISPENSER
ROOM CEILING WALL BASE FLOOR REMARKS
ELECTRICAL PAINTED CONCRETE PAINTED CMU RUBBER CONCRETE
JANITOR PAINTED CONCRETE PAINTED CMU RUBBER CONCRETE
STAIRWELLS PAINTED CONCRETE PAINTED CMU RUBBER RUBBER
LOUNGE/TV ROOM PAINTED CONCRETE PAINTED CMU RUBBER CONCRETE
STORAGE PAINTED CONCRETE PAINTED CMU RUBBER CONCRETE
TELECOM PAINTED CONCRETE PAINTED CMU RUBBER CONCRETE
TYP. BEDROOM CEILING TILE PAINTED GYP. BD./CMU RUBBER CONCRETE
TYP. CORRIDOR PAINTED CONCRETE PAINTED CMU RUBBER CONCRETE
TYP. RESTROOM PAINTED CONCRETE PORCELAIN TILE EPOXY INTEGRAL BASE EPOXY
ROOM FINISH SCHEDULE
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
R
-0
CH5
TA3
CH4
TA4
CH4
TA3
CH5
CR1
GM1
GM2
CH2
TA1
CH2
CH2CH2
TA1
CH2 CH2
CH2CH2
CH3CH3
TA2TA2
CH3 CH3
TV1
TV1
TV1
AC2
AC2
AC2
TV2
TV2
TV2
LOUNGE
737 SF
TV1
TV2
TV ROOM
186 SF
TA2
CH3 CH3
CH3
CH3
TA2
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
S O
L
IC
IT
A
T
IO
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
IP
T
IO
N
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
M
IC
H A
E L
B
A K
E R
I N
T E
R N
A T
IO
N
A L
A
IR
S
ID
E
D R
IV
E
M O
O N
T O
W N
S H
IP
P
A
A-402
E
N L A
R G
E D
L O
U N
G E
A N
D T
V R
O O
M
F O
R T
H U
N T
E R
L
IG
G E
T T
D P
P
A L B
R M
S
-0
-2
CERTIFIED FINAL SUBMISSION
B U
IL
D
IN
G
F F
R D
-B -R
F P
LEGEND - FURNITURE
TAG DESCRIPTION OWNER
TRADOC
REQUIRED
AC1 DESK LAMP GFGI X
AC2 TABLE LAMP GFGI
BD1 BED FRAME AND MATTRESS GFGI X
CH1 TASK CHAIR GFGI X
CH2 STACK CHAIR GFGI
CH3 STOOL GFGI
CH4 LOUNGE CHAIR GFGI
CH5 SOFA GFGI
CR1 CREDENZA GFGI
DK1 DESK - SINGLE PEDESTAL GFGI X
GM1 GAMING - AIR HOCKEY TBD
GM2 GAMING - FOOSBALL TABLE TBD
TA1 TABLE - LOUNGE GFGI
TA2 DINING TABLE BAR HEIGHT GFGI
TA3 END TABLE GFGI
TA4 COFFEE TABLE GFGI
TV1 WALL BRACKET FOR MONITOR CFCI
TV2 WALL MOUNTED MONITOR BY OTHERS GFGI
SCALE: 1/2" = 1'-0"
295 ENLARGED LOUNGE
SCALE: 1/2" = 1'-0"
295 ENLARGED TV ROOM
SCALE:
1' - 0" 2' - 0" 4' - 0"
1/2" = 1' - 0"
ROOM CEILING WALL BASE FLOOR REMARKS
ELECTRICAL PAINTED CONCRETE PAINTED CMU RUBBER CONCRETE
JANITOR PAINTED CONCRETE PAINTED CMU RUBBER CONCRETE
STAIRWELLS PAINTED CONCRETE PAINTED CMU RUBBER RUBBER
LOUNGE/TV ROOM PAINTED CONCRETE PAINTED CMU RUBBER CONCRETE
STORAGE CEILING TILE PAINTED CMU RUBBER CONCRETE
TELECOM PAINTED CONCRETE PAINTED CMU RUBBER CONCRETE
TYP. BEDROOM CEILING TILE PAINTED GYP. BD./CMU RUBBER CONCRETE
TYP. CORRIDOR PAINTED CONCRETE PAINTED CMU RUBBER CONCRETE
TYP. RESTROOM PAINTED CONCRETE PORCELAIN TILE EPOXY INTEGRAL BASE EPOXY
ROOM FINISH SCHEDULE
ARIMS: 200A Disposition: Maintain for 15yrs after construction
W
2Q R
R
-0
| Sheets |
| G-001 - COVER SHEET |
| G-002 - SITE VICINITY MAPS |
| V-100 - OVERALL SITE EXISTING CONDITIONS |
| C-100 - CIVIL SITE AND UTILITY PLAN |
| C-501 - CIVIL DETAILS |
| A-001 - ARCHITECTURAL GENERAL NOTES, MATERIAL & ANNOTATION LEGEND |
| A-002 - TYPICAL ADA DETAILS |
| AD101 - 295 COMPREHENSIVE FIRST FLOOR DEMOLITION PLAN |
| AD102 - 295 COMPREHENSIVE SECOND FLOOR DEMOLITION PLAN |
| AD103 - 295 COMPREHENSIVE THIRD FLOOR DEMOLITION PLAN |
| A-101 - 295 COMPREHENSIVE FIRST FLOOR PLAN |
| A-102 - 295 COMPREHENSIVE SECOND FLOOR PLAN |
| A-103 - 295 COMPREHENSIVE THIRD FLOOR PLAN |
| A-401 - 295 ENLARGED RESTROOM AND BEDROOM PLAN |
| A-402 - 295 ENLARGED LOUNGE AND TV ROOM |
File details come from the government source that posted it. Updated .