Ft Sill DFAC - PLANS - VOL 1.pdf
PDF 47 MB Posted
- Attached to
- AIT Complex, Phase 2, Dining Facility, Fort Sill, Oklahoma Federal contract opportunity
- Solicitation number
- W912BV21R0004
About this file
This document provides details for a competitive construction contract solicitation. The U.S. Army Corps of Engineers Engineering District Tulsa is seeking proposals to construct a 1,300-person Dining Facility at Fort Sill, Oklahoma as part of the Advanced Individual Trainee Barracks Complex, Phase 2 project. Offerors should submit proposals in accordance with the terms and conditions outlined in solicitation number W912BV21R0004 by visiting the listed procurement website. The Government will use trade off procedures and best value determinations to award a firm fixed-price contract to the responsible offeror presenting the overall best value proposal that conforms to the solicitation requirements.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912BV21R0004_AM0007.pdf | ||
| W912BV21R0004_AM0006.pdf | ||
| W912BV21R0004_AM0005_Compiled.pdf | ||
| W912BV21R0004_AM0004.pdf | ||
| W912BV21R0004_AM0003.pdf | ||
| AM0002 - Sheet - IN601 - MATERIALS FINISH LEGEND.pdf | ||
| Fort Sill Installation Design Standard.pdf | ||
| AM0002 - Section 01 11 00 - Paragraph 1.3 Redacted.pdf | ||
| W912BV21R0004_AM0002.pdf | ||
| AM0002 - Sheet - G-001 - COVER SHEET.pdf | ||
| DFAC Site Visit Location.jpg | JPG image | |
| W912BV21R0004_AM0001.pdf | ||
| _Ft Sill DFAC - Specifications_Final.pdf | ||
| Ft Sill DFAC - PLANS - VOL 3_Part4.pdf | ||
| Ft Sill DFAC - PLANS - VOL 3_Part1.pdf | ||
| Ft Sill DFAC - PLANS - VOL 3_Part7.pdf | ||
| Ft Sill DFAC - PLANS - VOL 2.pdf | ||
| Ft Sill DFAC - PLANS - VOL 3_Part5.pdf | ||
| Ft Sill DFAC - PLANS - VOL 3_Part3.pdf | ||
| Ft Sill DFAC - PLANS - VOL 3_Part6.pdf | ||
| Ft Sill DFAC - PLANS - VOL 3_Part2.pdf |
Show all 21
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Text version
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US Army Corps of Engineers
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
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KANSAS CITY DISTRICT
AIT COMPLEX PHASE II - DFAC
FT SILL, OKLAHOMA
FEBRUARY 2022
PN75953, P2393481
VOL 1
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VOLUME:
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APPROVAL RECOMMENDED:
KATHRYN WHITE, P.E.
CHIEF, ENGINEERING & CONSTRUCTION DIVISION
THIS PROJECT WAS DESIGNED BY THE TULSA DISTRICT ARMY CORPS OF ENGINEERS.
SIGNATURES AFFIXED INDICATE OFFICIAL RECOMMENDATIONS AND APPROVAL OF ALL
DRAWINGS IN THE SET AS INDEXED. THE INITIALS OR SIGNATURES AND REGISTRATION
DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE
SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
APPROVAL RECOMMENDED:
SHAWN PAINTER, P.E.
CHIEF, ENGINEERING BRANCH
U .S
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Plot Date: 2/2/2022 3:28:35 PM
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GENERAL - VOLUME 1
SHEET NUMBER SHEET NAME
G-001 COVER SHEET
G-002 GENERAL SHEET INDEX
G-005 GENERAL ABBREVIATIONS
G-006 GENERAL PROJECT SYMBOLS AND NOTES
G-007 LOCATION MAP
CIVIL
SHEET NUMBER SHEET NAME
V-101 EXISTING CONDITIONS PLAN
CD101 DEMOLITION PLAN
C-100 STAGING AREA
CS101 CIVIL SITE PLAN
CS301 BUS DROP OFF/PICKUP LANE PLAN AND PROFILE
CS401 SITE DIMENSION PLAN
CS402 SITE DIMENSION PLAN
CS403 SITE DIMENSION PLAN
CS501 SITE DETAILS
CS502 PIPE AND STAIR DETAILS
CS503 DUMPSTER ENCLOSURE DETAILS
CG101 GRADING PLAN
CG301 STORM LINE A PLAN AND PROFILE
CG302 STORM LINE B PLAN AND PROFILE
CG401 ROOFDRAIN AND SPOT ELEVATION PLAN
CG501 STORM SEWER DETAILS
CG502 CURB INLET DETAILS
CG503 DETENTION AREA OUTLET DETAILS
CG504 DETENTION POND DETAILS
CP101 PAVEMENT PLAN
CP401 JOINT PLAN - LOADING DOCK
CP402 JOINT PLAN - BUS DROP OFF WEST
CP403 JOINT PLAN - BUS DROP OFF EAST
CP404 JOINT PLAN - WEST POV PARKING LOT
CP405 JOINT PLAN - EAST POV PARKING LOT
CP501 SITE PAVEMENT DETAILS
CP502 JOINT DETAILS
CP503 PAVEMENT SECTIONS
CU101 CIVIL UTILITY PLAN
CU401 ENLARGED CIVIL UTILITY PLANS
CU501 UTILITY DETAILS
STRUCTURAL
SHEET NUMBER SHEET NAME
S-001 STRUCTURAL GENERAL NOTES
S-002 STRUCTURAL GENERAL NOTES AND ABBREVIATIONS
S-100 OVERALL PIER AND GRADE BEAM PLAN
S-101 PARTIAL PIER AND GRADE BEAM PLAN - AREA A
S-102 PARTIAL PIER AND GRADE BEAM PLAN - AREA B
S-103 PARTIAL PIER AND GRADE BEAM PLAN - AREA C
S-110 OVERALL FIRST FLOOR STRUCTURAL SLAB PLAN
S-111 PARTIAL FIRST FLOOR STRUCTURAL SLAB PLAN - AREA A
S-112 PARTIAL FIRST FLOOR STRUCTURAL SLAB PLAN - AREA B
S-113 PARTIAL FIRST FLOOR STRUCTURAL SLAB PLAN - AREA C
S-121 SECOND FLOOR FRAMING PLAN
S-150 OVERALL ROOF FRAMING PLAN
S-151 PARTIAL ROOF FRAMING PLAN - AREA A
S-152 PARTIAL ROOF FRAMING PLAN - AREA B
S-153 PARTIAL ROOF FRAMING PLAN - AREA C
S-154 SECOND FLOOR AND SIDE ENTRY ROOF FRAMING PLANS
S-155 LOADING DOCK ROOF FRAMING PLAN
S-201 BRACED FRAME ELEVATIONS AND DETAILS
S-202 BRACED FRAME DETAILS
S-203 GABLE ROOF JOIST AND CFMF OVERBUILD TRUSS PROFILES
S-311 FOUNDATION SECTIONS
S-312 FOUNDATION SECTIONS
S-313 FOUNDATION SECTIONS
S-314 FOUNDATION SECTIONS
S-320 FLOOR FRAMING SECTIONS
S-321 FLOOR FRAMING SECTIONS
S-322 FRAMING SECTIONS
S-323 CANOPY FRAMING ELEVATIONS AND SECTIONS
S-324 CANOPY FRAMING SECTIONS
S-330 ROOF FRAMING SECTIONS
S-331 ROOF FRAMING SECTIONS
S-332 ROOF FRAMING SECTIONS
S-333 ROOF FRAMING SECTIONS
S-334 ROOF FRAMING SECTIONS
S-335 ROOF FRAMING SECTIONS
S-336 ROOF FRAMING SECTIONS
S-337 ROOF FRAMING SECTIONS
S-338 ROOF FRAMING SECTIONS
ARCHITECTURAL
SHEET NUMBER SHEET NAME
AD101 DEMOLITION PLAN
A-110 OVERALL FLOOR PLAN
A-111 PARTIAL FLOOR PLAN - AREA A
A-112 PARTIAL FLOOR PLAN - AREA B
A-113 PARTIAL FLOOR PLAN - AREA C
A-114 PARTIAL CANOPY PLAN - AREA D
A-121 SECOND FLOOR PLAN
A-130 OVERALL REFLECTED CEILING PLAN
A-131 PARTIAL REFLECTED CEILING PLAN - AREA A
A-132 PARTIAL REFLECTED CEILING PLAN - AREA B
A-133 PARTIAL REFLECTED CEILING PLAN - AREA C
A-140 SECOND FLOOR REFLECTED CEILING PLAN
A-150 ROOF PLAN
A-160 AIR BARRIER FLOOR PLAN
A-171 AIR BARRIER FLOOR PLAN-SECOND FLOOR
A-201 EXTERIOR ELEVATIONS
A-202 EXTERIOR ELEVATIONS
A-203 ENLARGED ELEVATIONS
A-204 CANOPY ELEVATIONS
A-301 BUILDING SECTION
A-302 BUILDING SECTION
A-303 CANOPY SECTIONS
A-321 AIR BARRIER SECTION
A-322 AIR BARRIER SECTION
A-410 ENLARGED FLOOR PLANS
A-411 ENLARGED RESTROOM PLANS
A-430 WALL SECTIONS
A-431 WALL SECTIONS
A-432 WALL SECTIONS
A-433 WALL SECTIONS
A-500 PARTITION TYPES
A-501 PARTITION TYPES
A-510 PLAN DETAILS
A-511 PLAN DETAILS
A-520 PLAN & SECTION DETAILS
A-530 CEILING DETAILS
A-540 ROOF DETAILS
A-541 EXTERIOR DETAILS
A-550 LADDER DETAILS
A-600 DOOR SCHEDULE
A-601 DOOR HARDWARE SCHEDULE
A-610 DOOR DETAILS
A-611 STOREFRONT ELEVATION AND DETAILS
A-612 OVERHEAD DOOR DETAILS
A-620 WINDOW SCHEDULE, ELEVATION, AND DETAILS
A-630 LOUVER SCHEDULE, ELEVATION, AND DETAIL
A-640 EXTERIOR FINISH SCHEDULE
A-650 EXTERIOR SIGNAGE
INTERIOR
SHEET NUMBER SHEET NAME
IF110 OVERALL FURNITURE PLAN
IF111 PARTIAL FURNITURE PLAN - AREA A
IF112 PARTIAL FURNITURE PLAN - AREA B
IF113 PARTIAL FURNITURE PLAN - AREA C
IN110 OVERALL INTERIOR ELEMENTS PLAN
IN111 PARTIAL INTERIOR ELEMENTS PLAN - AREA A
IN112 PARTIAL INTERIOR ELEMENTS PLAN - AREA B
IN113 PARTIAL INTERIOR ELEMENTS PLAN - AREA C
IN201 INTERIOR ELEVATIONS
IN202 INTERIOR ELEVATIONS
IN203 INTERIOR ELEVATIONS
IN204 INTERIOR ELEVATIONS
IN205 INTERIOR ELEVATIONS
IN206 INTERIOR ELEVATIONS
IN207 INTERIOR ELEVATIONS
IN401 ENLARGED FLOOR PLANS
IN402 ENLARGED RESTROOM PLANS
IN501 RESTROOM DETAILS
IN502 INTERIOR DETAILS
IN503 HEADCOUNT STATION DETAILS
IN504 INTERIOR DETAILS
IN601 MATERIALS FINISH LEGEND
IN711 PARTIAL FLOOR FINISH PLAN - AREA A
IN712 PARTIAL FLOOR FINISH PLAN - AREA B
IN713 PARTIAL FLOOR FINISH PLAN - AREA C
IN714 ENLARGED FLOOR FINISH PLAN
IN801 SIGNAGE DETAILS
IN811 PARTIAL SIGNAGE PLAN - AREA A
IN812 PARTIAL SIGNAGE PLAN - AREA B
IN813 PARTIAL SIGNAGE PLAN - AREA C
FOOD SERVICE EQUIPMENT
SHEET NUMBER SHEET NAME
QF100 GENERAL NOTES AND LEGEND
QF101 OVERALL FLOOR PLAN
QF102 FLOOR PLAN AREA 1
QF103 FLOOR PLAN AREA 2
QF104 FLOOR PLAN AREA 3
QF105 FLOOR PLAN AREA 4
QF106 FLOOR PLAN AREA 5
QF200 FOODSERVICE EQUIPMENT ELEVATIONS
QF201 FOODSERVICE EQUIPMENT ELEVATIONS
QF202 FOODSERVICE EQUIPMENT ELEVATIONS
QF401 UTILITY REQUIREMENTS PLAN - AREA 1
QF402 UTILITY REQUIREMENTS PLAN - AREA 2
QF403 UTILITY REQUIREMENTS PLAN - AREA 3
QF404 UTILITY REQUIREMENTS PLAN - AREA 4
QF405 UTILITY REQUIREMENTS PLAN - AREA 5
QF501 FOOD SERVICE DETAILS
QF502 FOOD SERICE DETAILS
QF503 TRAY DROP OFF & SOILED CONVEYOR PLAN
QF601 FOOD SERVICE EQUIPMENT SCHEDULES
QF602 FOOD SERVICE EQUIPMENT SCHEDULES
QF603 FOOD SERVICE EQUIPMENT SCHEDULES
QF604 FOODSERVICE EQUIPMENT SCHEDULES
QF700 EXHAUST HOOD SCHEDULE & SECTIONS
QF701 UTILITY DISTRUBUTION SYSTEM SCHEDULE
QF702 UTILITY DISTRIBUTION SYSTEM PLAN & DETAIL
QF800 WALK-IN COOLER & FREEZER PLANS & DETAILS
QF801 WALK-IN CONDENSING UNIT RACK DETAIL
QF802 WALK-IN CONDENSING UNIT RACK DETAIL
LANDSCAPING
SHEET NUMBER SHEET NAME
LS101 SITE PLANTING PLAN
LS501 SITE PLANTING DETAILS
GEOTECHNICAL
SHEET NUMBER SHEET NAME
B-101 BORING LOCATION PLAN
B-201 DETACHED BORING LOGS
STRUCTURAL (CONTINUED)
SHEET NUMBER SHEET NAME
S-410 ENLARGED AREA OF REFUGE FIRST FLOOR STRUCTURAL SLAB AND ROOF FRAMING PLANS
/ FRAMING SECTIONS
S-411 ENLARGED CORNER OVERHANG ROOF FRAMING PLANS AND FRAMING SECTIONS
S-412 ENLARGED CANOPY STRUCTURAL SLAB AND ROOF FRAMING PLANS
S-510 TYPICAL CONCRETE DETAILS
S-511 TYPICAL CONCRETE DETAILS
S-512 TYPICAL CONCRETE DETAILS
S-520 TYPICAL STEEL DETAILS
S-521 TYPICAL STEEL DETAILS
S-530 TYPICAL MASONRY DETAILS AND LINTEL/ JAMB SCHEDULES
S-531 TYPICAL MASONRY DETAILS
S-601 PIER AND GRADE BEAM SCHEDULES AND DETAILS
S-602 BASE PLATE AND COLUMN SCHEDULES AND DETAILS
S-603 TYPICAL PIER DETAILS
S-604 CONCRETE GRADE BEAM DETAILS
S-610 ROOF SNOW DRIFT LOAD DIAGRAM
S-611 ROOF SLIDING SNOW LOAD DIAGRAM
S-612 GROSS C&C WIND PRESSURE DIAGRAM
S-613 CANOPY ROOF WIND & SNOW DIAGRAMS
TERMS AND ABBREVIATIONS
A
ANGLE
AIR CONDITIONING
AIR CONDITIONING UNIT
ANCHOR BOLT
ABOVE
ALTERNATING CURRENT
ACCESSIBLE
AMERICAN CONCRETE INSTITUTE
ACRYLIC PLASTIC
ACCESS DOOR
ACCESS PANEL
ALUMINUM CABLE STEEL REINFORCED
ACOUSTIC
ACOUSTICAL CEILING TILE
ADDITIONAL
ADDENDUM
ADHESIVE
ADJACENT / ADJOINING / ADJUSTABLE
AUTOMATIC DOOR OPERATOR
ABOVE FINISHED FLOOR
AGGREGATE
ANCHOR
AIR HANDLING UNIT
AREA INLET
AMPERE INTERRUPTING CAPACITY
AMERICAN INSTITUTE OF STEEL CONSTRUCTION
AMERICAN IRON AND STEEL INSTITUTE
ACTIVE LEAF
ALTERNATE
ALUMINUM
AMBIENT
AMPERE
ANODIZE
AMERICAN NATIONAL STANDARDS INSTITUTE
APPROVED
APPROXIMATE
ARCHITECT / ARCHITECTURAL
AMERICAN REFRIGERATION INSTITUTE
ASBESTOS
ABOVE SUSPENDED CEILING
ASPHALT
AMERICAN SOCIETY FOR TESTING & MATERIALS
ACOUSTICAL TILE CEILING
AUTOMATIC
AVENUE
AVERAGE
AMERICAN WIRE GAUGE
ACOUSTICAL WALL TREATMENT
L A/C
A/C UNIT
AB
ABV
AC
ACC
ACI
ACR
ACS DR
ACS PNL
ACSR
ACST
ACT
ADD'L
ADDM
ADH
ADJ
ADO
AFF
AGGR
AHR
AHU
AI
AIC
AISC
AISI
A.L.
ALT
ALUM
AMB
AMP
ANOD
ANSI
APPD
APPROX
ARCH
ARI
ASB
ASC
ASPH
ASTM
ATC
AUTO
AVE
AVG
AWG
AWT
B
BOTTOM OF
BALL AND BURLAP
BULLETIN BOARD
BOOKCASE
BOARD
BOUNDARY
BRICK EXPANSION JOINT
BEVEL
BITUMINOUS
BED JOINT
BUILDING LINE
BUILDING
BELOW
BENCHMARK
BOTTOM OF
BOTTOM OF DUCT
BOTTOM OF LOUVER
BOTTOM OF REGISTER
BOTTOM OF STEEL
BOTTOM
BOTTOM OF UNIT
BACK PLASTER(ED)
BRACING
BRIDGING
BEARING
BEARING PLATE
BRICK
BRACKET
BRONZE
BOTH SIDES
BASEMENT
BOTTOM
BRITISH THERMAL UNIT
BTU PER HOUR
BETWEEN
BUILT-UP ROOFING
BOTH WAYS
B/ B&B
BB
BC
BD
BDRY
BEJ
BEV
BITUM
BJT
BL
BLDG
BLW
BM
BO
BOD
BOL
BOR
BOS
BOT
BOU
BP
BRCG
BRDG
BRG
BRG PL
BRK
BRKT
BRZ
BS
BSMT
BTM
Btu
BtuH
BTWN
BUR
BW
C
CABINET
CAPACITY
CATCH BASIN
CUBICLE CURTAIN TRACK
CLOSED CIRCUIT TELEVISION
COVER ELEVATION
CEMENT
CEMENT PLASTER
CERAMIC
CONDUCTIVE FLOORING
COUNTERFLASHING
CUBIC FEET PER MINUTE
COLD FORMED METAL FRAMING
CUBIC FEET PER SECOND
CORNER GUARD
CHALKBOARD
CHAMFER
CHIMNEY
CHECK
CHROME PLATED
CAST IRON / CURB INLET
CAST-IN-PLACE
CIRCULAR
CONTROL JOINT / CONSTRUCTION JOINT
CIRCUIT
CIRCUIT BREAKER
CENTER LINE
CHAIN LINK FENCE
CEILING
CEILING HEIGHT
CLEAR GLASS
CONTRACT LIMIT LINE
CLOSET
CLOSURE
CLEAR(ANCE)
CLEAR WIRED GLASS
CENTIMETER(S)
CORRUGATED METAL PIPE
COMPOSITE
CAB
CAP
CB
CCT
CCTV
CE
CEM
CEM PLAS
CER
CFI
CFLG
CFM
CFMF
CFS
CG
CH BD
CHFR
CHIM
CHK
CHR PL
CI
CIP
CIRC
CJ
CKT
CKT BRKR
CL
CLF
CLG
CLG HT
CLGL
CLL
CLO
CLOS
CLR
CLWG
cm
CMP
CMPST
C (CONTINUED)
CONCRETE MASONRY UNIT
CONDUIT
CONDUCTIVE NEOPRENE LATEX
CORNER
COUNTER
CLEANOUT
CARBON DIOXIDE
CORPS OF ENGINEERS
COEFFICIENT
CONTRACTING OFFICER REPRESENTATIVE
COLUMN
COMMON
COMBUSTION
COMMUNICATION
COMPARTMENT
CONCRETE
CONNECT
CONSTRUCTION
CONTINUE / CONTINUOUS
CONTRACTOR
COORDINATE
CORRIDOR
COVER
CONTROL POINT
COMPRESSIBLE
CARPET
CIRCUMFERENCE
CORROSIVE RESISTANT STEEL
CROSS GRAIN
COURSE(S)
CONCRETE REINFORCING STEEL INSTITUTE
CAST STONE
COUNTERSUNK
CASEMENT
CERAMIC TILE / CURRENT TRANSFORMER
CENTER TO CENTER
CENTER
CONDENSING UNIT
COPPER
CUBIC FEET
CABINET UNIT HEATER
CUBIC YARDS
CEILING VENT
CONDUCTIVE VINYL HOMOGENEOUS (SHT TYPE)
COLD WATER
CYLINDER
CMU
CND
CNL
CNR
CNTR
CO
CO2
C.O.E.
COEFF
C.O.R.
COL
COM
COMB
COMM
COMPT
CONC
CONN
CONSTR
CONT
CONTR
COORD
CORR
COV
CP
CPRS
CPT
CRCMF
CRES
CRG
CRS
CRSI
CS
CSK
CSMT
CT
C TO C
CTR
CU
Cu
CU FT
CUH
CU YD
CV
CVH
CW
CYL
D PENNY (AS IN NAIL - 10d)
DATUM
DRY BULB
DOUBLE
DOUBLE ACTING DOOR
DOWELED CONTROL JOINT
DUMMY CONTROL JOINT
DEGREE
DEMOLITION
DEPRESSION
DEPARTMENT
DETAIL
DRINKING FOUNTAIN
DOUBLE HUNG / DUCT HEATER
DIAMETER
DIAGONAL
DIMENSION
DISCONNECT
DISPENSER
DISTRIBUTION PANEL
DIVISION
DEAD LOAD
DAMPPROOFING
DAMPER
DEMOUNTABLE
DOWN
DOOR / DRAIN
DRAINBOARD
DOOR CLOSER
DOUBLE STRENGTH (GLASS)
DOWNSPOUT
DRAIN TILE
DOVETAIL
DRAWING
DOWEL
DRAWER
DUMBWAITER
DIRECT EXPANSION
d
DAT
DB
DBL
DBL ACT DR
DCJ
DCJT
DEG
DEMO
DEPR
DEPT
DET
DF
DH
DIA
DIAG
DIM
DISC
DISP
DISTR PNL
DIV
DL
DMPF
DMPR
DMT
DN
DR
DRB
DR CL
DS
DS
DT
DVTL
DWG
DWL
DWR
DWTR
DX
E
EAST
EACH
ENTERING AIR TEMPERATURE
ELECTRICAL CONTRACTOR
EACH FACE
EXPANSION JOINT
ELEVATION - GRADE OR BUILDING
ELECTRIC
ELECTRIC / ELECTRICAL
ELEVATION
EXPANDED METAL
EMBEDMENT
ESTIMATED MAXIMUM DEMAND
EMERGENCY
ENCLOSE(URE)
ENTRANCE, ENTERING
ELECTRICAL PANELBOARD
EXPLOSION PROOF
EPOXY COATING
EQUAL
EQUIPMENT
EQUIVALENT
ESCALATOR
ESTIMATE(D)
EACH WAY
ELECTRIC WATER COOLER
ENTERING WATER TEMPERATURE
EXCAVATE
EXHAUST
EXHAUST AIR
EXISTING
EXISTING
EXPANSION/ EXPOSED
EXPANSION BOLT
EXTERIOR
E
EA
EAT
EC
EF
EJ
EL
EL
ELEC
ELEV
EM
EMBED
EMD
EMER
ENCL
ENTR
EP
EPRF
EPY
EQ
EQUIP
EQUIV
ESCAL
EST
EW
EWC
EWT
EXC
EXH
EXH A
EXIST
EXST
EXP
EXP BT
EXT
F
FIRE APPARATUS CLOSET
FRESH AIR INTAKE
FLOOR BEAM
FIRE BRICK
FOOT CANDLE
FACE BRICK
FACING
FLOOR CONSTRUCTION JOINT
FLOOR CLEANOUT
FAN COIL UNIT
FLOOR DRAIN
FIRE DAMPER
FOUNDATION
FIRE EXTINGUISHER
FIRE EXTINGUISHER BRACKET
FIRE EXTINGUISHER CABINET
FACTORY FINISH
FINISHED FLOOR ELEVATION
FIBERGLASS
FIRE HYDRANT / FLAT HEAD
FIRE HOSE CABINET
FLAT HEAD MACHINE SCREW
FIRE HOSE RACK
FIRE HOSE STATION
FLAT HEAD WOOD SCREW
FIGURE
FINISH
FINISH FLOOR
FIXTURE
FLUSH JOINT
FLOW LINE
FLASHING
FLOOR
FLEXIBLE
FLOORING
FLOOR PLATE
FLUORESCENT
FORCE MAIN
FENCE
FOUNDATION
FACE OF CONCRETE
FACE OF FINISH
FACE OF MASONRY
FACE OF STUD
FIRE PARTITION / FIREPROOF
FEET PER MINUTE
FIRE RESISTANT / FRAME
FORGED
FRAMING
FIBERGLASS REINFORCED POLYMER
FIRE-RETARDANT
FULL SIZE
FASTEN(ER)
FEET
FOOTING
FURRING
FUTURE
FIRE WATER
FABRIC WALL COVERING
FAC
FAI
FB
F BRK
FC
FC BRK
FCG
FCJ
FCO
FCU
FD
FDMPR
FDTN
FE
FEB
FEC
FF
FFE
FGL
FH
FHC
FHMS
FHR
FHS
FHWS
FIG
FIN
FIN FLR
FIXT
FJT
FL
FLASH
FLR
FLEX
FLG
FLR PL
FLUOR
FM
FN
FND
FOC
FOF
FOM
FOS
FP
FPM
FR
FRG
FRMG
FRP
FRT
FS
FSTNR
FT
FTG
FURG
FUT
FW
FWC
G
NATURAL GAS
GAGE / GAUGE
GALLON(S)
GALVANIZED
GALVANIZED STEEL
GRAB BAR
GRADE BEAM
GENERAL CONTRACTOR
GENERAL
GROUND FACE
GROUND FAULT CIRCUIT INTERRUPTER
GOVT-FURNISHED EQUIPMENT
GOVT-FURNISHED EQUIPMENT /
CONTRACTOR INSTALLED
GALVANIZED IRON
GALVANIZED IRON PIPE
GASKET(ED)
GLASS
GLASS BLOCK
GLASS FIBER
GLAZING
GLAZED CONCRETE MASONRY UNITS
GROUND
GOVERNMENT
GALLONS PER MINUTE
GYPSUM TILE
GROUND
GRANITE
GRADE LINE
GRATING
GLAZED STRUCTURAL TILE
GLAZED STRUCTURAL UNITS
GROUT
GLAZED WALL TILE
GATE VALVE
GYPSUM
GYPSUM BOARD
GYPSUM PLASTER
G
GA
GAL
GALV
GALV STL
GB
GB
GC
GEN
GF
GFCI
GFE
GFE/CI
GI
GIP
GKT
GL
GL BLK
GLF
GLZ
GLZ CMU
G
GOVT
GPM
GPT
GRND
GRAN
GR LN
GRTG
GST
GSU
GT
GWT
GV
GYP
GYP BD
GYP PLAS
H
HOUR
HOSE BIBB
HOLLOW CORE
HALON CONTAINMENT DAMPER
HANDICAPPED
HEAD / HEAVY DUTY
HARDBOARD
HEAD JOINT
HEADER
HARDWARE
HARDWOOD
HIGH EARLY-STRENGTH CEMENT
HEXAGON
HANDHOLE
HOOK(S)
HOLLOW METAL
HANDRAIL
HORIZONTAL
HIGH PRESSURE / HORSEPOWER
HIGH POINT
HOUR
HIGH STRENGTH
HIGH-STRENGTH GYPSUM PLASTER
HOUSEKEEPING
HEIGHT
HEATING
h
HB
HC
HCD
HCP
HD
HDBD
HD JT
HDR
HDW
HDWD
HES
HEX
HH
HK
HM
HNDRL
HORIZ
HP
HPT
HR
HS
HSGYP
HSKPG
HT
HTG
I
INTERNATIONAL BUILDING CODE
INTERCOM
INSIDE DIAMETER
ILLUMINATING ENGINEERING SOCIETY
OF NORTH AMERICA
INTERLOCK
INCH
INCINERATOR
INCLUDED
INFORMATION
INSULATING FILL
INSULATION
INTERIOR
INTERMEDIATE
INVERT
IRON PIPE
IRON PIPE SIZE
INSIDE PIPE SIZE
INDUSTRIAL SEWER
IBC
IC
ID
IESNA
ILK
IN
INCIN
INCL
INFO
INSF
INSUL
INT
INTM
INV
IP
IPS
I.P.S.
IS
J
JANITOR’S CLOSET
JUNCTION BOX
JUNCTION
JOIST
JOINT
JAN CLO
J-BOX
JCT
JST
JT
K
KILOGRAM
KILOPOUND (1000 POUNDS)
KITCHEN
KNOCKOUT PANEL
KILOPASCAL
KICKPLATE
KILOMETER
KILOVOLTS
KILOVOLT AMPERES
KILOVOLT AMPERES REACTIVE
KILOWATT
KEYWAY
kg
KIP
KIT
KOP
kPa
KPL
km kV kVA kVAR kW
KWY
L
ANGLE (# INDICATES SIZE)
LENGTH OF DEVELOPMENT
LABORATORY
LADDER
LAMINATE
LEAVING AIR TEMPERATURE
LAUNDRY
LAVATORY
LAG BOLT / POUND
POUNDS
LABEL
LUMBER
LIGHT CONTROL
LOAD
LOADING
LENGTH
LENGTH
LEFT HAND(ED)
LINEAR
LOCKER
LIVE LOAD
LEAD-LINED DOOR
LONG LEG VERTICAL
LUMEN
LIMESTONE
LINTEL
LONGITUDINAL
LIGHTPROOF
LIGHTPROOF DOOR
LIGHTPROOF LOUVER
LOW POINT
LIVING ROOM
LAWN SPRINKLER / LOW STEEL
LIGHT
LIGHTWEIGHT
LIGHTING
LIGHTNING
LOUVER
LIGHTWEIGHT CONCRETE
LEAVING WATER TEMPERATURE
L# Ld
LAB
LAD
LAM
LAT
LAU
LAV
LB
LBS
LBL
LBR
LC
LD
LDG
LG
LGTH
LH
LIN
LKR
LL
LLD
LLV
LM
LMST
LNTL
LONG
LP
LPD
LPL
LPT
LR
LS
LT
LT WT
LTG
LTNG
LVR
LWC
LWT
M
METER(S)
MATCHED AND BEADED
MACHINE
MASONRY
MATERIAL(S)
MAXIMUM
MACHINE BOLTS
MEMBER
MEDICINE CABINET
MASONRY CONTROL JOINT
METAL-CASED OPENING
METAL DIVIDER STRIP
MECHANICAL
MECHANICAL ROOM
MEDIUM
MEMBRANE
METAL EDGE STRIP
METAL FLOOR DECKING
MANUFACTURING
MANUFACTURER
MOTOR GENERATOR
MATTE-GLAZED TILE
MANHOLE
MALLEABLE IRON
MINIMUM
MIRROR
MISCELLANEOUS
METAL LATH
MONOLITHIC
MOULDING
MILLWORK
MILLIMETER(S)
MATERIAL NOT IN CONTRACT
(INSTALLATION BY CONTRACTOR)
m M&B
MACH
MAS
MATL
MAX
MB
MBR
MC
MCJ
MCO
MDS
MECH
MECH RM
MED
MEMB
MES
MFD
MFG
MFR
MG
MGT
MH
MI
MIN
MIRR
MISC
ML
ML
MLDG
MLWK
mm
MNIC
N
NUMBER SYMBOL FOR REBAR SIZE
NOT APPLICABLE
NORTH
NATURAL
NORMALLY CLOSED
NATIONAL ELECTRICAL CODE
NATIONAL ELECTRICAL MANUFACTURERS
ASSOCIATION
NATIONAL FIRE PROTECTION ASSOCIATION
NICKEL
NOT IN CONTRACT
NAILABLE
NEOPRENE LATEX
NONMETALLIC
NORMALLY OPEN / NUMBER
NOMINAL
NOISE REDUCTION
NOISE REDUCTION COEFFICIENT
NOT REQUIRED
NOT TO SCALE
N/A N
NAT
NC
NEC
NEMA
NFPA
Ni
NIC
NL
N.L.
NM
NO
NOM
NR
NRC
N'REQD
NTS
O
OUTSIDE AIR
OBSCURE
OBSERVATION WINDOW
ON CENTER
ON CENTER EACH WAY
OUTSIDE DIAMETER
OFFICE
OBSCURE GLASS
OVERHEAD
OVERHEAD ELECTRIC
OVALHEAD MACHINE SCREW
OVALHEAD WOOD SCREW
OPPOSITE HAND
OPENING
OPPOSITE
OPAQUE
OPERATIONS
OUTSIDE SCREW AND YOKE
OBSCURE WIRED GLASS
OA
OBSC
OBW
OC
OCEW
OD
OFC
OGL
OH
OHE
OHMS
OHWS
OP
OPNG
OPP
OPQ
OPS
OS & Y
OWGL
P
POLE
PUBLIC ADDRESS
PARALLEL
PANIC BAR
PARTICLE BOARD
PUSH BUTTON STATION
PIECE
PRECAST CONCRETE
POUNDS PER CUBIC FOOT
CEMENT PLASTER (PORTLAND)
PAVEMENT DRAIN
PEDESTAL
PERFORATE(D)
PERIMETER
PHASE
PHARMACY
POINT OF INTERSECTION
PREFAB ISOLATION POWER UNIT
POST INDICATING VALVE
PLATE / POWER LINE / PROPERTY LINE
PLASTIC LAMINATE
PLASTER
PLATFORM
PLUMBING
POUNDS PER LINEAR FOOT
PILING
PLATE GLASS
PLYWOOD
PANEL
POLISHED
PORCELAIN
PORTABLE
POWER POLE
POLISHED PLATE GLASS
PARTS PER MILLION
PAIR
PREFABRICATE(D)
PREFINISHED
PREFORMED
PARKING
PROJECT
PROPOSED
PRESSURE-REGULATING VALVE
PIPE SPACE
PRESSED STEEL
PRESTRESSED CONCRETE
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PNEUMATIC TUBE / POINT / PAINT(ED)
POST-TENSIONED CONCRETE
PAPER TOWEL DISPENSER
PARTITION
PAPER TOWEL RECEPTACLE
PAVED
POLYVINYL CHLORIDE
PAVING
PASS WINDOW
P
PA
PAR
PB
PBD
PBS
PC
PCC
PCF
PCP
PD
PED
PERF
PERIM
PH
PHAR
PI
PIPU
PIV
PL
PLAM
PLAS
PLAT
PLBG
PLF
PLG
PL GL
PLYWD
PNL
POL
PORC
PORT
PP
PPGL
PPM
PR
PREFAB
PREFIN
PREFMD
PRPK
PROJ
PROP
PRV
PS
P.S.
PS CONC
PSF
PSI
PT
PT CONC
PTD
PTN
PTR
PV
PVC
PVG
PW
Q
QUARRY TILE
QUART
QUARTER
QUARTER ROUND
QUANTITY
QT
QT.
QTR
1/4 RND
QTY
R
RADIUS / RANGE / RISER
RETURN AIR
RABBETED
RETURN AIR GRILLE
RETURN AIR REGISTER
RUBBER BASE / RESILIENT BASE / ROOF BEAM
RUBBLE STONE
RUBBER
REMOTE CONTROL
REINFORCED CONCRETE BOX
REINFORCED CONCRETE PIPE
RECEIVER
ROOF DRAIN / ROAD
RIGID INSULATION
RECEPTACLE
RECREATION ROOM
RECTIFIER
REFERENCE
REFLECT
REFRIGERATION
REGISTER / REGLET
REINFORCE / REINFORCEMENT
REMOVE(ABLE)
REQUIRED
RESILIENT
RETURN
REVISION
ROOFING
RELATIVE HUMIDITY / RIGHT HAND / ROOF HATCH
RACK
RAILING
ROOM
ROUND
ROUGH OPENING
RIGHT OF WAY
RETRACTABLE PARTITION
REVOLUTIONS PER MINUTE
RAISED PATTERN RUBBER TILE
RUBBER TILE FLOOR
REVERSE
RIVET
RAINWATER CONDUCTOR
R
RA
RAB
RA GR
RAR
RB
RBL
RBR
RC
RCB
RCP
RCVR
RD
RDG INS
RECPT
REC ROOM
RECT
REF
REFL
REFR
REG
REINF
REM
REQ'D
RESIL
RET
REV
RFG
RH
RK
RLG
RM
RND
RO
ROW
RP
RPM
RPRT
RTF
RVS
RVT
RWC
S
SOUTH
SUPPLY AIR
SPLASH BLOCK
SECURITY BARS
SOLID CORE
SCHEDULE
SAWED CONTRACTION JOINT
SCREEN
STRUCTURAL CLAY TILE
STORM DRAIN
STEEL DOOR INSTITUTE
STORM DRAIN MANHOLE
SECTION
SEQUENCE
SAFETY GLASS
STRUCTURAL FACING TILE UNIT
STRUCTURAL FACING UNIT
SHEET GLASS
SHOULDER
SHEET
SHEATHING
SHELVING
SIMILAR
STEEL JOIST INSTITUTE
SKYLIGHT
SEALANT
SLEEVE
SHEET METAL
SHEET METAL SCREWS
SLAB-ON-GRADE
SHUT OFF VALVE
SPACING
SPACER
SPECIAL
SOUNDPROOF DOOR
SPECIFICATION
SOUNDPROOF
SPECIAL FINISH
SPACE HEATER
SPEAKER
SQUARE
SQUARE HEAD
SHELF AND ROD
SERVICE SINK / SANITARY SEWER /
STANDING SEAM (ROOF)
SANITARY SEWER MANHOLE
STAINLESS STEEL
STATION
STANDARD
SEATING
STEEL
STORAGE
STATIC PRESSURE
STRINGER
STRUCTURAL
STAIRWAY
SUBFLOOR
SUSPENDED
SHEET VINYL
SWITCH / SIDEWALK / SHEAR WALL
SWITCHBOARD
SYMMETRICAL
SYNTHETIC
SYSTEM
S
SA
SB
S.B.
SC
SCHED
SCJ
SCRN
SCT
SD
SDI
SD MH
SECT
SEQ
SFGL
SFTU
SFU
SG
SHLDR
SHT
SHTHG
SHV
SIM
SJI
SKLT
SLNT
SLV
SM
SMS
SOG
SOV
SP
SPC
SPCL
SPD
SPEC(S)
SPF
SP FIN
SPH
SPKR
SQ
SQHD
S&R
SS
SS MH
SST
STA
STD
STG
STL
STOR
ST PR
STR
STRUCT
STWY
SUB FL
SUSP
SV
SW
SWBD
SYMM
SYNTH
SYS
TEMPERATURE / TEMPORARY
TERRAZZO
TERMINAL
TOGGLE
TRUSS HEAD
THICK(NESS)
THRESHOLD
TACKBOARD
TACKSTRIP
TOP OF
TOP OF CONCRETE
TOP OF DUCT
TOLERANCE / TOP OF LOUVER
TOPOGRAPHY
TOP OF SLAB / TOP OF STEEL
TOP OF WALL
TEST PIT
TOILET PAPER DISPENSER
TOILET PARTITION
TRANSOM
TRANSVERSE
THERMOSTAT
TELEVISION
TYPICAL
TEMP
TER
TERM
TGL
TH
THK
THRES
TK BD
TKS
TO
TOC
TOD
TOL
TOPO
TOS
TOW
TP
TPD
TPTN
TRANS
TRANS
TSTAT
TV
TYP
U
UNITED STATES
UNIT COOLER
UNIFIED FACILITIES CRITERIA
UNDERGROUND
UNDERGROUND ELECTRIC
UNDERGROUND
UNDERGROUND TELEPHONE
UNIT HEATER
UNKNOWN
UNDERWRITERS LABORATORIES
UNEXCAVATED
UNFINISHED
UNLESS NOTED OTHERWISE
UNINTERRUPTABLE POWER SUPPLY
URINAL
UTILITY
UNIT VENTILATOR
U.S.
UC
UFC
UG
UGE
UGND
UGT
UH
UKN
UL
UNEX
UNFIN
UNO
UPSUR
UTIL
UTY
UV
V
VOLT
VARNISH
VINYL BASE
VITRIFIED CLAY PIPE
VINYL COMPOSITION TILE
VITRIFIED CLAY TILE
VAULT DOOR
VENTILATOR(TION)
VERTICAL
VESTIBULE
VINYL FABRIC
VERTICAL GRAIN
VINYL HOMOGENEOUS
V-JOINT(ED)
VENEER
VOLUME
VAPOR RETARDER
VERMICULITE
VENT STACK
VOLTAGE TRANSFORMER
VENT THRU ROOF
VINYL WALL COVERING
V
VAR
VB
VCP
VCT
VCT
VD
VENT
VERT
VEST
VF
VG
VH
VJ
VNR
VOL
VR
VRM
VS
V.T.
VTR
VWC
W
WEST
WITH
WITHOUT
WET BULB
WOOD BLOCKING
WATER CLOSET
WHEELCHAIR
WOOD-CASED OPENING
WOOD
WOOD DOOR
WASTE DISPOSER
WINDOW
WIDE FLANGE
WIRED GLASS
WALL HUNG
WATER HEATER
WHEEL BUMPER
WATT-HOUR METER
WROUGHT IRON
WORK SHOP
WATER LINE
WIRE MESH
WATER MANHOLE
WITHOUT
WATERPROOF(ING)
WEATHERPROOF
WORKING POINT
WASTE RECEPTACLE
WARDROBE
WATERSTOP
WASTE STACK
WAINSCOT
WEIGHT
WIDTH
WATER VALVE
WALL TO WALL
WELDED WIRE FABRIC
WELDED WIRE MESH
WELDED WIRE REINFORCEMENT
W W/
W/OUT
WB
WBL
WC
W/C
WCO
WD
WD
WDSP
WD
WWF
WGL
WH
WH
WHB
WHM
WI
WKSH
WL
WM
WMH
W/O
WP
WP
WP
WR
WRB
WS
W.S.
WSCT
WT
WTH
WV
W/W
WWF
WWM
WWR
X - Z
TRANSFORMER
YARD
YARD DRAIN
XFMR
YD
YD
H (CONTINUED)
HEATER
HEATING, VENTILATING & AIR CONDITIONING
HYDRAULIC
HERTZ
HTR
HVAC
HYDR
Hz
M (CONTINUED)
MASONRY OPENING
MODULAR
MODIFIED
MOTOR
MANUFACTURER
MOVABLE PARTITION
MEGAPASCAL
MOP RECEPTOR
MARBLE BASE
METAL ROOF DECKING
MACHINE SCREWS
METAL THRESHOLD
MOUNT
MOUNTED
METAL FURRING
METAL
MOVABLE
MULLION
MONITORING WELL
MO
MOD
MOD.
MOT
MNFR
MP
MPa
MR
MRB
MRD
MS
MT
MT
MTD
MTFR
MTL
MVBL
MULL
MW
T
TREAD
TOP OF
TOP OF SLAB
TOP AND BOTTOM
TEST AND BALANCE
TONGUE AND GROOVE
TANGENT
TOWEL BAR
TERRA COTTA
TELEPHONE
T T/
T/SLAB
T&B T&G
TAB
TAN
TB
TC
TEL
T (CONTINUED)
F
FAHRENHEIT
FIRE ALARM / FRESH AIR
F
FA
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
US Army Corps of Engineers
SO
LI
C
IT
AT
IO
N N
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D
ES
IG
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B
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D
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C R
IP
TI
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A
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SI
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SU
BM
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D B
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D
AT
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C O
N
TR
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N O
C
H
EC
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D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
Plot Date: 2/2/2022 3:28:57 PM
G-005
G
EN
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-4
AN
GENERAL NOTES, SYMBOLS AND LEGENDS
SHEET ID
CT3
SE100
FACILITY / WORK TYPE DESIGNATOR (SEE BELOW)
2-DIGIT DISIPLINE DESIGNATOR (SEE LIST BELOW)
1-DIGIT SHEET TYPE DESIGNATOR (0-9)
2-DIGIT SHEET SEQUENCE (00-99)
SAMPLE SHEET NAME:
SHEET NAMING LEGEND
STRUCTURAL
SEE S-000 SERIES DRAWINGS FOR DESIGN CRITERIA AND NOTES
FIRE PROTECTION
SEE SHEET F-001 FOR LIFE SAFETY DESIGN NOTES AND SYMBOL LEGENDS
SEE SHEET FA001 FOR FIRE ALARM DESIGN NOTES AND SYMBOL LEGENDS
SEE SHEET FX001 FOR FIRE PROTECTION DESIGN
PLUMBING/MECHANICAL
SEE SHEET M-001 FOR DESIGN NOTES AND SYMBOL LEGENDS
ELECTRICAL
SEE SHEET E-001 FOR DESIGN NOTES AND SYMBOL LEGENDS
TELECOMMUNICATIONS
SEE SHEET T-001 FOR DESIGN NOTES AND SYMBOL LEGENDS
1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND THEY ARE
PERTINENT TO THE CONDITIONS ON THIS SET OF DRAWINGS.
2. ADDITIONAL LEGEND AND/OR LEGEND SHEETS MAY APPEAR IN THIS SET OF
DRAWINGS TO INDICATE SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN
ON THIS SHEET.
3. EXISTING FACILITIES TO BE REMOVED ARE INDICATED BY USE OF SYMBOLS
AND HATCHED THUSLY OR NOTED "TO BE REMOVED" (TBR).
4688211_CU101.dgn
PROJECT P2 CODE
2-DIGIT DISIPLINE DESIGNATOR (SEE BELOW)
1-DIGIT SHEET TYPE DESIGNATOR (0-9)
2-DIGIT SHEET SEQUENCE (00-99)
FILE TYPE (DGN - MICROSTATION, DWG - AUTOCAD)
NEIGHBORHOOD
REVIT VERSION USED
FAMILY TYPE
FACILITY CODE
FILE TYPE
INTERDISCIPLINARY NOTES AND LEGENDS
CADD FILE NAMING LEGEND
GENERAL NOTES
SAMPLE CADD FILE NAMES:
468821_SEB-FH_CT3-64_RVT18_AI.rvt
R
EV
IT
M
IC
R
O
ST
AT
IO
N /A
U
TO
C
AD
GENERAL
G- GENERAL
SURVEY/MAPPING
V- SURVEY/MAPPING
GEOTECHNICAL
B- GEOTECHNICAL
CIVIL
C- CIVIL
CD CIVIL DEMOLITION
CS CIVIL SITE
CG CIVIL GRADING
CP CIVIL PAVING
CU CIVIL SITE UTILITY
LANDSCAPE
LD LANDSCAPE DEMOLITION
LS LANDSCAPE SITE
STRUCTURAL
S- STRUCTURAL GENERAL
SE STRUCTURAL ELEMENTS
ARCHITECTURAL
AD ARCHITECTURAL DEMOLITION
A- ARCHITECTURAL GENERAL
AE ARCHITECTURAL ELEMENTS
INTERIORS
ID INTERIOR DEMOLITION
I- INTERIOR GENERAL
IN INTERIOR ELEMENTS
IF INTERIOR ELEMENTS - FURNITURE
IG INTERIOR GRAPHICS
FIRE PROTECTION
FD FIRE PROTECTION DEMOLITION
F- LIFE SAFETY
FA FIRE ALARM
FX FIRE SPRINKLER
PLUMBING
PD PLUMBING DEMOLITION
P- PLUMBING GENERAL
PP PLUMBING PIPING
MECHANICAL
ELECTRICAL
TELECOMMUNICATIONS
TD TELECOMMUNICATIONS DEMOLITION
T- TELECOMMUNICATIONS GENERAL
TS TELECOMMUNICATIONS SITE
MD MECHANICAL DEMOLITION
M- MECHANICAL GENERAL
MH MECHANICAL HVAC
MI MECHANICAL INSTRUMENTATION / CONTROLS
MP MECHANICAL PIPING
ED ELECTRICAL DEMOLITION
E- ELECTRICAL GENERAL
ES ELECTRICAL SITE
EL ELECTRICAL INTERIOR LIGHTING
EP ELECTRICAL INTERIOR POWER
EY ELECTRICAL INTERIOR AUXILIARY SYSTEMS
EG ELECTRICAL GROUNDING
SHEET DISCIPLINE DESIGNATION
SHEET TYPE DESIGNATOR
0 GENERAL (SYMBOLS LEGENDS, GENERAL NOTES, ETC.)
PLANS
ELEVATIONS
SECTIONS
LARGE-SCALE VIEWS
DETAILS
SCHEDULES AND DIAGRAMS
USER DEFINED
USER DEFINED
3D REPRESENTATIONS
(HORIZONTAL VIEWS)
(VERTICAL VIEWS)
(SECTIONAL VIEWS, WALL SECTIONS)
(PLANS, ELEVATIONS, STAIR SECTIONS, OR SECTIONS THAT ARE NOT DETAILS)
(FOR TYPES THAT DO NOT FALL IN OTHER CATEGORIES,
INCLUDING TYPICAL DETAIL SHEETS)
(FOR TYPES THAT DO NOT FALL IN OTHER CATEGORIES)
(ISOMETRICS, PERSPECTIVES, PHOTOGRAPHS)
DICIPLINE TYPE
PROJECT P2 CODE
HORIZONTAL CONTROL POINT
VERTICAL CONTROL POINT
HORIZONTAL / VERTICAL CONTROL POINT
BORING DRILLED
BORING UNDRILLED
PIEZOMETER
MONITORING WELL
COMMUNICATION VAULT
ELECTRICAL VAULT
NATURAL GAS VAULT
TELEPHONE VAULT
STORM DRAINAGE MANHOLE
NATURAL GAS SHUT-OFF
NATURAL GAS MANHOLE
NATURAL GAS METER
ELECTRICAL HANHOLE
ELECTRICAL MANHOLE
COMMUNICATION MANHOLE
TELEPHONE MANHOLE
FIRE HYDRANT
UTILITY POLE
GUY WIRE
TRANSFORMER (POLE MOUNTED)
WATER HANDHOLE
WATER MANHOLE
WATER METER
SANITARY MANHOLE
SANITARY METER
SEPTIC TANK
SANITARY CLEANOUT
SYMBOL LEGEND - SITE PLAN
W
W
S
S
ST
CO
T
C
E
E
D
G
D
G
C
E
G
T
T
MW
W
EXTERIOR ELEVATION
IDENTIFICATION LETTER
SHEET NUMBER WHERE
EXTERIOR ELEVATION
DRAWING IS SHOWN
EXTERIOR ELEVATION SYMBOL
VIEWING
DIRECTION
A-200
SHEET NUMBER WHERE
DETAIL DRAWING IS SHOWN
DETAIL BOUNDARY
DETAIL IDENTIFICATION LABEL
DETAIL INDICATOR SYMBOL
A-410
A-310
A-310
SECTION
IDENTIFICATION LABEL
SHEET NUMBER
WHERE SECTION
DRAWING IS SHOWN
FULL ELEMENT
SECTION SYMBOL
VIEWING
DIRECTION
A-510
SECTION
IDENTIFICATION LABEL
SHEET NUMBER
WHERE SECTION
DRAWING IS SHOWN
CUT LINE
PARTIAL ELEMENT
SECTION SYMBOL
VIEWING
DIRECTION
CUT LINE
A-550 3
INDICATES VIEWING
DIRECTION
INTERIOR ELEVATION
IDENTIFICATION LABEL
SHEET NUMBER WHERE
INTERIOR ELEVATION
DRAWING IS SHOWN
INTERIOR ELEVATION
SYMBOL - SINGLE VIEW
A-250 3
INTERIOR ELEVATION
IDENTIFICATION LABEL (TYP.)
SHEET NUMBER WHERE
INTERIOR ELEVATION
DRAWING IS SHOWN
INTERIOR ELEVATION
SYMBOL - MULTIPLE VIEWS
INDICATES VIEWING
DIRECTION (TYP.)
SHEET REFERENCE SYMBOLS LEGEND
N
PLAN NORTH
TRUE NORTH
GRAPHIC SCALE
DRAWING SCALE TEXT
DRAWING/DETAIL/SECTION TITLE
DRAWING AREA TITLE SYMBOL
DRAWING LOCATION IDENTIFICATION LETTER
FLOOR PLANC3 SCALE: 1/8" = 1'-0"
CULVERT - DRAINAGE PIPE
ELECTRICAL, PRIMARY
ELECTRICAL, SECONDARY
FENCE
TREE LINE
RIPRAP PLAN VIEW
GUARDRAIL
RAILROAD
LEVEE, NEW
LEVEE, FEDERAL
LEVEE, NON-FEDERAL
BERM
COMMUNICATIONS
FIBER OPTICS
TELEPHONE
WATER LINE
SANITARY SEWER - FORCED
DITCH
PROPERTY LINE
DEMOLITION UTILITY LINE
SANITARY WASTE
STORM DRAIN
GAS (HIGH PRESSURE)
GAS (LOW PRESSURE)
RIGHT OF WAY
CONSTRUCTION CONTRACT LIMIT
CONSTRUCTION EASEMENT
LINE STYLE LEGEND - SITE PLANS
R/W
C/E
SAN
SD
HG
G
COMM
FO
T
W
SS
CP
E
ES
R/W
C/E
SAN
SD
HG
G
COMM
FO
T
W
SS
CP
E
ES
EARTH, COMPACTED
ROCK
GROUT
MATERIAL SYMBOL LEGEND
CONCRETE
FILTRATION BED
ASPHALT
SAND
STEEL
EARTH, UNDISTURBED
8'4' 16'0
U .S
. A R
M Y
C O
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PS
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US Army Corps of Engineers
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B Y:
IS
SU
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B
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
Plot Date: 2/2/2022 3:29:06 PM
G-006
G
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AN
WYOMING
COLORADO
DENVER
NEBRASKA
KANSAS
OKLAHOMA
NEW MEXICO
ARIZONA
TUCSON
MEXICO
SAN ANTONIO
AUSTIN
TEXAS
HOUSTON
DALLAS
LOUISIANA
MISSISSIPPI
ARKANSAS
MISSOURI
ST LOUIS
ILLINOIS
IOWA
UTAH
KANSAS CITY
TULSA
OKLAHOMA CITY
LOCATION MAP
GULF OF MEXICO
OKLAHOMA
DALLAS
TULSA
OKLAHOMA CITY
WICHITA FALLS
LAWTON
KANSAS
TEXAS
SCALE: NONE
VICINITY MAP
SCALE: NONE
RANDOLPH RD
SHERIDAN RD
C R
AI
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R D
SH
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ID
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FO
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B
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MOW-WAY RD
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MACOMB RD
QUINETTE RD
FO
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B
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RANDOLPH RD
AP
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D
KN
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B H
ILL R
D QUIN
ETT
E R D
EL
G
IN
R
D
DODGE HILL RD
BEEF CREEK RD
FERGUSSON RD
CONDON R
D
G
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O
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M O
R D
HOSKINS RD
HENRY POST
ARMY AIRFIELD
G R
U
BER
R D
SH
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ID
AN
R D
APACHE GATE ROAD
CONSTRUCTION ACCESS
FT SILL LANDFILL
KEY GATE (WEST)
SCOTT GATE
BENTLEY GATE
VISITOR CONTROL
CENTER
PROJECT LOCATION MAP
SCALE: NONE
PROJECT
LOCATION
HAUL ROUTE
HAUL ROUTE LEGEND
HAUL ROUTE NOTES
1. CONTRACTOR SHALL CONFIRM AND COORDINATE HAUL
ROUTE AS SHOWN WITH THE CONTRACTING OFFICER.
2. ALL CONSTRUCTION VEHICLES SHALL USE APACHE GATE
TO ENTER FORT SILL AS DEPICTED ON THIS MAP.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC
CONTROL DEVICES AND PERSONNEL REQUIRED TO
MAINTAIN SAFETY AND TRAFFIC FLOW FROM THE PROJECT
SITE TO OFF BASE AS REQUIRED DURING THE ENTIRE
LENGTH OF THE CONTRACTING OFFICER.
4. THE CONTRACTOR SHALL COORDINATE ALL SAFETY AND
TRAFFIC CONTROL PROCEDURES WITH THE CONTRACTING
OFFICER.
5. CONTRACTOR SHALL COORDINATE DEBRIS DISPOSAL WITH
THE FORT SILL LANDFILL OPERATIONS MANAGER.
ITEM DESCRIPTION
U .S
. A R
M Y
C O
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PS
O F
EN
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IN
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US Army Corps of Engineers
SO
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N N
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B
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D
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C R
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D
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D R
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N
B Y:
IS
SU
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AT
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B
C
D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
Plot Date: 2/2/2022 3:29:20 PM
G-007
LO
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11301130
301130
0 BLOCKHOUSE ROAD
1135 1135
ADU-18-1
ADUC-18-2
ADU-18-3
ADU-18-4
ADU-18-5
ADU-18-6
ADU-18-7
ADU-18-8
ADU-18-9
ADU-18-10
ADU-18-11
ADU-18-12
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:10:43 AM 2/7/2022
...\S\AIT_PHII_DFAC\6.1 Drawings_Imperial_U6\CAD_BIM\_Sheets\BORING LOCATION PLAN
A1
SCALE: 1" = 40' 40' 80'0
NORTH
PLAN
BORING LOCATION PLAN
ADU-18-12
ADU-18-4
ADU-18-5
ADUC-18-2
ADU-18-8
ADU-18-6
ADU-18-7
ADU-18-10
ADU-18-1
ADU-18-11
ADU-18-3
ADU-18-9
LEGEND
SEE SHEET B-201 FOR DETACHED BORNING LOGS.1.
SHEET NOTES
SOIL BORINGADU-18-9
A N
S I
T
L S
A D
IS
T R
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B-101
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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:12:11 AM 2/7/2022
...\S\AIT_PHII_DFAC\6.1 Drawings_Imperial_U6\CAD_BIM\_Sheets\DETACHED BORING LOGS
*NP=NON-PLASTIC
MOISTURE CONTENT % (M)
PLASTICITY INDEX* (PI)
LIQUID LIMIT (LL)
% PASSING #200 (-200) 77.5% 40 20 21
LEGEND OF LOG OF BORINGS
D DRIVE SAMPLE HOLE
C CORE HOLE
TP TEST PIT (INCLUDES POWER AUGER 0.6M OR LARGER DIAMETER)
U UNDISTURBED SAMPLE HOLE
A AUGER HOLE (HAND OR POWER AUGER LESS THAN 0.6M DIAMETER)
NS NOT SAMPLED (FIELD CLASSIFICATION FROM CUTTINGS ONLY)
FS FIELD SECTION OF OUTCROP
P PERMANENT PIEZOMETER
TYPE OF EXPLORATION
E L E
V A
T
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T
E L E
V A
T
IO
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(F
T
LITHOLOGY
BOREHOLE
AT TIME OF DRILLING.
WATER LEVEL READING
AFTER DRILLING.
WATER LEVEL READING
DRILL DATE
BOREHOLE #, ELEVATION
AD-18-02 +1076.06 FT
5/29/2018
A N
S
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C O
M A
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BCOES
F E
B R
U A
R Y
TOP - TOPSOIL
CL - USCS LOW PLASTICITY
(LEAN) CLAY
SC - USCS CLAYEY SAND
CL-ML BORDER LINE LEAN
CLAY-SILT
CH - USCS HIGH PLASTICITY
(FAT) CLAY
LS (WTH) - WEATHERED
LIMESTONE
ASPHALT
GC - USCS CLAYEY GRAVEL
LS (V WTH) - LIMESTONE,
HIGHLY WEATHERED
GP - USCS POORLY-GRADED
GRAVEL
SP - USCS POORLY-GRADED
SAND
12.4
19.5
OLIVE BROWN
AD-18-10
31.433 15
TOPSOIL
BROWN AND BLACK
BROWN
AD-18-11
16.743 25
AD-18-12
5.4
7.7
7.3
ASPHALT
LEAN CLAY, DAMP, BROWN
AD-18-5
TOPSOIL
AD-18-6
3.838 22
AD-18-7
14.935 18
ASPHALT
CLAYEY GRAVEL
CLAYEY SAND, MOIST, BROWN
AD-18-8
TOPSOIL
AD-18-9
15.1
19.7
20.7
ASPHALT
ADU-18-1
18.6
22.8
33.7
37 20
ASPHALT
ADU-18-3
15.6
4.8
8.3
7.7
ASPHALT
ADU-18-4
12.8
6.4
ASPHALT
ADUC-18-2
1,100
1,105
1,110
1,115
1,120
1,125
1,130
1,115
1,120
1,125
1,130
+1126.42 FT
DARK BROWN
LEAN CLAY, STIFF, DAMP,
DAMP, DARK BROWN
CLAYEY SAND, VERY STIFF,
AND BROWN
CLAYEY GRAVEL, ORANGE
STIFF, DAMP, BROWN
FAT CLAY, MEDIUM TO VERY
OLIVE BROWN
FAT CLAY, MEDIUM, DAMP,
STIFF, DAMP, BROWN
SANDY LEAN CLAY, VERY
ORANGISH BROWN
DAMP, BROWN AND
LEAN CLAY, VERY STIFF,
10/12/2018
BOH: SPT REFUSAL
+1127.72 FT
BROWN
CLAYEY GRAVEL, DAMP,
STIFF, DAMP, BROWN
LEAN CLAY WITH SAND,
10/14/2018
BOH: NO REFUSAL
BROWN
DAMP, BROWN TO RED
SANDY LEAN CLAY, STIFF,
MOIST, RED-BROWN
CLAY, LOOSE, DAMP TO
POORLY GRADED SAND WITH
TO GREY
HARD, FISSILE, LIGHT GREY
LIMESTONE, MODERATELY
HIGHLY WEATHERED
BEDDED, LIGHT GREY
HARD, BANDED TO MEDIUM
LIMESTONE, MODERATELY
1,100
1,105
1,110
1,115
1,120
1,125
1,130
10/16/2018
BOH: NO REFUSAL
BROWN
MOIST TO WET, LIGHT
FAT CLAY, VERY SOFT,
TO MOIST, BROWN
FAT CLAY, VERY SOFT, DAMP
BROWN
SOFT TO SOFT, DAMP,
SANDY LEAN CLAY, VERY
DAMP, REDDISH BROWN
SANDY LEAN CLAY, MEDIUM,
DAMP TO MOIST, BROWN
LEAN CLAY, VERY SOFT,
BROWN
FAT CLAY, DAMP, DARK
BROWN TO DARK BROWN
MEDIUM, DAMP TO MOIST,
LEAN CLAY, SOFT TO
+1126.5 FT
+1125.15 FT
10/16/2018
BOH: NO REFUSAL
+1129.35 FT
BLUE TO BLUISH GREEN
LIGHT BROWN AND GREENISH
TO GREYISH BROWN
HARD, DAMP, LIGHT BROWN
LEAN CLAY WITH GRAVEL,
FISSILE, LIGHT GREY
CLAYEY SAND, VERY DENSE,
10/15/2018
BOH: SPT REFUSAL
BROWN
MEDIUM, DAMP, DARK
LEAN CLAY WITH GRAVEL,
STIFF, DAMP, BROWN
LEAN CLAY WITH SAND,
DAMP, BROWN
GRAVELLY LEAN CLAY,
REDDISH BROWN
DENSE TO DENSE, DAMP,
CLAYEY SAND, MEDIUM
+1125.25 FT
10/12/2018
BOH: AUGER REFUSAL
BROWN
REDDISH BROWN TO OLIVE
LEAN CLAY, STIFF, DAMP
BROWN
SILTY CLAY, HARD, DAMP,
REDDISH BROWN
TO VERY STIFF, DAMP,
GRAVELLY LEAN CLAY, STIFF
BROWN TO RED BROWN
CLAYEY SAND, LOOSE, DAMP,
DAMP, BROWN
LEAN CLAY, SOFT TO MEDIUM,
BROWN
DARK BROWN TO RED
LEAN CLAY, MEDIUM, DAMP,
DARK BROWN
TOPSOIL, DAMP TO MOIST,
+1127.9 FT
10/15/2018
BOH: SPT REFUSAL
BROWN
CLAYEY GRAVEL, DAMP,
BROWN
DAMP, BROWN TO REDDISH
SANDY FAT CLAY, HARD,
BROWN
DAMP, BROWN TO REDDISH
SANDY LEAN CLAY, HARD,
GREY
LIMESTONE, SOFT, LIGHT
HIGHLY WEATHERED
+1130.15 FT
BROWN
FAT CLAY, MEDIUM, DAMP,
DAMP, BROWN
FAT CLAY, MEDIUM TO STIFF,
DAMP, REDDISH BROWN
SANDY FAT CLAY, STIFF,
REDDISH BROWN
CLAYEY SAND, LOOSE, WET,
10/15/2018
BOH: AUGER REFUSAL
+1127.5 FT
REDDISH BROWN
MEDIUM DENSE, DAMP,
LEAN CLAY WITH SAND,
BROWN
TOPSOIL, DAMP, DARK
10/11/2018
BOH: SPT REFUSAL
BROWNISH GREY
DENSE, DRY, LIGHT
POORLY GRADED GRAVEL,
BROWN
STIFF, DAMP, GREYISH RED
SANDY LEAN CLAY, VERY
TO DARK BROWN
DENSE, DAMP, REDDISH
CLAYEY SAND, MEDIUM
TO MOIST
VERY STIFF, BROWN, DAMP
SANDY LEAN CLAY, STIFF TO
+1128.61 FT
BROWN
CLAYEY SAND, DAMP, RED
STIFF, DAMP, BROWN
LEAN CLAY WITH SAND,
DAMP, RED BROWN
SANDY LEAN CLAY, STIFF,
10/11/2018
BOH: SPT REFUSAL
BROWN
MEDIUM DENSE, DAMP, RED
POORLY GRADED SAND,
FISSILE, LIGHT GREY
WEATHERED LIMESTONE,
HARD, LIGHT GREY
LIMESTONE, MODERATELY
+1126.4 FT
REDDISH BROWN
TO STIFF, DAMP, BROWN TO
SANDY FAT CLAY, MEDIUM
BROWN
FAT CLAY, DAMP, DARK
DARK BROWN
FAT CLAY, MEDIUM, DAMP,
TO REDDISH BROWN
STIFF, DAMP, DARK BROWN
SANDY LEAN CLAY, VERY
HARD, LIGHT GREY
LIMESTONE, MODERATELY
10/16/2018
BOH: AUGER REFUSAL
1,115
1,120
1,125
1,130
+1129.1 FT
10/11/2018
BOH: SPT REFUSAL
PINK, AND GREY
WITH CLAY, DAMP, BROWN,
POORLY GRADED GRAVEL
DENSE, DAMP, BROWN
CLAYEY SAND, MEDIUM
AND YELLOW
DRY, PINK, GREY, BROWN,
WITH CLAY, MEDIUM DENSE,
POORLY GRADED GRAVEL
DRY TO DAMP, BROWN
SANDY LEAN CLAY, STIFF,
DARK BROWN
LEAN CLAY, STIFF, DAMP,
FISSILE, LIGHT GREY
WEATHERED LIMESTONE,
BROWN WITH SOME RED
MEDIUM, DAMP, DARK
LEAN CLAY WITH SAND,
BROWN
TOPSOIL, DAMP, DARK
GP-GC - USCS POORLY-GRADED
GRAVEL WITH CLAY
36" RCP NW F/L OUT ELEV 1120.51
24" RCP SE F/L IN ELEV 1120.59
TOP ELEV 1125.42
36"' DIA M/H COVER
CURB INLET
STORM MH #283
24" RCP N F/L OUT ELEV 1121.52
24" RCP S F/L IN ELEV 1121.52
TOP ELEV 1125.77
36" X 40" GRATE
DROP INLET #2020
12" UNK NE F/L OUT ELEV 1,119.07
8" UNK SW F/L IN ELEV 1,119.98
10" UNK SW F/L IN ELEV 1,119.15
TOP ELEV 1,126.98
36" DIA M/H COVER
SAN MH #2017
24" RCP NW F/L OUT ELEV 1122.26
10" RCP W F/L IN ELEV 1122.93
21" RCP S F/L IN ELEV 1122.34
TOP ELEV 1127.34
36"' DIA M/H COVER
CURB INLET
STORM MH #435
ELEV 1126.56
E 1,849,112.81
N 484,247.06
DFAC2
10" UNK NE F/L OUT ELEV 1,121.81
8" UNK NW F/L IN ELEV 1,122.02
10" UNK SW F/L IN ELEV 1,121.85
TOP ELEV 1,130.77
36" DIA M/H COVER
SAN MH #2015
SILTED OVER
18" RCP F/L OUT ELEV 1129.7615" RCP F/L IN ELEV 1128.8
21" RCP N F/L OUT ELEV 1126.50
18" RCP S F/L IN ELEV 1126.50
15" RCP E F/L IN ELEV 1127.16
TOP ELEV 1131.54
36" DIA M/H COVER
STORM MH #2005
12" CMP F/L OUT ELEV 1131.46
18" RCP F/L IN ELEV 1130.19
12" CMP F/L IN ELEV 1132.38
18" RCP N F/L OUT ELEV 1128.09
18" RCP S F/L IN ELEV 1128.67
TOP ELEV 1132.51
36" X 36" GRATE
DROP INLET #2004
10" PVC NE F/L OUT ELEV 1,116.54
10" PVC SE F/L IN ELEV 1,116.62
10" PVC SW F/L IN ELEV 1,116.79
1,121.12TOP ELEV
36" DIA M/H COVER
SAN MH #1248
16" RCP NE F/L OUT ELEV UNK
RCP SW F/L IN ELEV UNK
TOP ELEV 1125.00
UNREMOVABLE
54" X 54" CONCRETE TOP
DROP INLET #2041
ELEV 1121.37
16" RCP F/L OUT
ELEV 1115.69
RCP F/L IN
ELEV 1115.73
RCP F/L IN
36" RCP NW F/L OUT ELEV 1120.04
RCP F/L OUT ELEV 1116.41
RCP F/L OUT ELEV 1116.26
RCP F/L OUT ELEV 1116.34
RCP F/L IN ELEV 1116.48
RCP F/L IN ELEV 1116.42
RCP F/L IN ELEV 1116.48
ELEV 1143.68
E 1,849,789.88
N 484,062.98
DFAC1
4" GAS
6" WATER LINE
FIRE HYDRANT
FIRE HYDRANT
S O
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BLOCKHOUSE ROAD
D W
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1135 1135
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...\S\AIT_PHII_DFAC\6.1 Drawings_Imperial_U6\CAD_BIM\_Sheets\EXISTING CONDITIONS PLAN
A1
EXISTING CONDITIONS PLAN
SCALE: 1" = 40' 40' 80'0
NORTH
PLAN
A N
S
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O R
P S O
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E E
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SURVEY CONTROL
ANY DISCREPANCIES AS SOON AS THEY'RE FOUND.
CONSTRCUTION. CONTRACTOR SHOULD NOTIFY CONTRACTING OFFICER OF
SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO START OF
EXISTING CONDITIONS AND UTILITIES SHOWN ARE APPROXIMATE AND 1.
SHEET NOTES
BCOES
A
M A
R S
K E
ON THE RIGHT. A STANDARD CONCRETE MONUMENT WITH 3" ALUMINUM CAP.
SILL, FOLLOW BERRY STREET NORTH APPROXIMATELY 0.4 MILE TO THE MARK
FROM THE INTERSECTION OF SHERIDAN ROAD AND BERRY STREET ON FT.
ELEV: 1,116.85
E: 1,854,724.19
N: 485,122.93
BENCHMARK (BM) 66 (NOT SHOWN ON DRAWING SHEETS) --
ALUMINUM CAP.
RANGE CONTROL FACILITY. A STANDARD CONCRETE MONUMENT WITH 3"
LOCATED NORTH OF RANDOLPH ROAD AND EAST OF THE DRIVE INTO THE
ROAD APPROXIMATELY 0.5 TO THE MARK ON THE LEFT. THE MARK IS
TO THE INTERSECTION WITH RANDOLPH ROAD. TRAVEL NW ON RANDOLPH
CURRIE ROAD. TRAVEL NORTH ON CURRIE ROAD APPROXIMATELY 0.5 MILES
SHERIDAN ROAD APPROXIMATELY 2 MILES TO THE INTERSECTION WITH
FROM THE INTERSECTION OF I-44 AND SHERIDAN ROAD, TRAVEL NW ALONG
ELEV: 1,200.64
E: 1,841,153.86
N: 489,681.91
BENCHMARK (BM) 53 (NOT SHOWN ON DRAWING SHEETS) --
WITH 2" CAP.
LOCATED IN THE SE CORNER OF THE INTERSECTION. THE MARK IS A 5/8" IP
INTERSECTION WITH BLOCKHOUSE ROAD AND THE MARK. THE MARK IS
SILL, FOLLOW CONDON ROAD SSW APPROXIMATELY 0.1 MILE TO THE
FROM THE INTERSECTION OF SHERIDAN ROAD AND CONDON ROAD ON FORT
ELEV: 1,126.56
E: 1,849,112.81
N: 484,247.06
DFAC2: --
2" CAP.
OF BLOCKHOUSE ROAD ON THE SOUTH SIDE OF ROAD, MARK IS A 5/8" IP WITH
0.14 MILE EAST AND THE MARK ON THE RIGHT. MARK IS LOCATED AT THE END
BLOCKHOUSE ROAD. FOLLOW BLOCKHOUSE ROAD EAST APPROXIMATELY
SILL, FOLLOW CONDON ROAD SSW APPROXIMATELY 0.1 MILE TO
FROM THE INTERSECTION OF SHERIDAN ROAD AND CONDON ROAD ON FORT
ELEV: 1,143.68
E: 1,849,789.88
N: 484,062.98
DFAC1: --
PROJECT CONTROL POINTS AND BENCHMARKS2.
FOOT (OK83-SF), NAD83, NAVD88, AND ELLIPSOID GRS 1980.
THE SURVEY WERE: OKLAHOMA STATE PLANE, SOUTH ZONE 3502, US SURVEY
USACE CONDUCTED A SITE SURVEY IN AUGUST OF 2018. DATUMS USED FOR 1.
F E
B R
U A
R Y
PROPERTY LINE
STAGING AREA LIMITS
S O
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A T
IO
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E 1,849,739.42
E 1,849,796.29
E 1,849,808.10
E 1,850,013.56
E 1,850,051.04
E 1,849,788.72
N 484,334.10
N 484,264.32
N 484,178.09
N 484,123.43
N 484,133.67
N 484,148.80
SHERIDAN RD
SHERIDAN RD
C O
N D
O N R
D
C O
N D
O N R
D
BLOCKHOUSE ROAD
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A1
SCALE: 1" = 40' 40' 80'0
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A R
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...\S\AIT_PHII_DFAC\6.1 Drawings_Imperial_U6\CAD_BIM\_Sheets\DEMOLITION PLAN
SHEET KEYNOTES
LEGEND
UTILITY LINE TO BE DEMOLISHED
TREE TO BE DEMOLISHED
BLOCKHOUSE RD
C O
N D
O N R
D
SHERIDAN RD
ASPHALT PAVEMENT DEMOLITION
CONCRETE SIDEWALK DEMOLITION
A1
DEMOLITION PLAN
SCALE: 1" = 40' 40' 80'0
NORTH
PLAN
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REMOVE EXISTING LEFT TURN ARROW PAVEMENT MARKING.8.
ELECTRICAL/COMM LINE DEMOLITION. SEE NOTE 6.7.
WATER SERVICE DEMOLITION, SEE NOTE 8.6.
GAS SERVICE LINE DEMOLITION5.
STORM SEWER MAIN DEMOLITION. SEE NOTE 7.4.
SANITARY SEWER SERVICE DEMOLITION, SEE NOTE 8.3.
NEAREST JOINT TO DEMOLITION LIMITS.
SIDEWALK TO BE REMOVED AS NEEDED FOR NEW PAVEMENT. SAWCUT AT 2.
INFORMATION, SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS.
DEMOLISH BUILDING 5684. SEE SHEET NOTE 5. FOR ADDITIONAL DEMOLITION 1.
https://www.amwater.com/corp/Products-Services/Military-Services/fort-sill
SPECIFICATIONS.
CAPPING OF SERVICE LINES TO BE IN ACCORDANCE WITH AMERICAN WATER
SANITARY SEWER AND WATER SERVICE LINE REMOVAL, PLUGGING AND 8.
SYSTEM IS REMOVED.
TO ENSURE WATER IS DRAINED FROM THE SITE AFTER THE EXISTING STORM
CONTRACTOR TO INSTALL TEMPORARY MEASURES DURING CONSTRUCTION
EXISTING STORM SEWER RECEIVES STORM WATER FROM OFFSITE. 7.
DEMOLITION AND DEMOLITION NOTES.
SHEETS FOR THE EXACT LIMITS OF SITE ELECTRICAL AND COMMUNICATIONS
IS APPROXIMATE AND FOR REFERENCE ONLY. SEE ELECTRICAL DEMOLITION
ELECTICAL AND COMMUNICATION LINE DEMOLITION SHOWN ON THIS SHEET 6.
REMOVAL SHALL CONSIST OF REMOVAL OF PAVEMENT AND SUBGRADE.
REMOVED TO A DEPTH OF 5-FEET BELOW DESIGN GRADE. PAVEMENT
DISPOSED OF OFF SITE. THE BUILDING FOUNDATION SHALL BE CUT AND
PAVING, ETC.) INDICATED TO BE REMOVED SHALL BE REMOVED AND
ALL ITEMS (INCLUDING, BUT NOT LIMITED TO STRUCTURES, SIDEWALKS, 5.
CLEAR OF DEBRIS FROM DEMOLITION AS CONSTRUCTION AT ALL TIMES.
STREETS, WALKWAYS, AND HARDSTAND AREAS ARE TO BE KEPT CLEAN AND 4.
NEEDED TO PROVIDE AN ENCLOSED AND SECURE CONSTRUCTION SITE.
CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION FENCE AS 3.
SITE FEATURES IN THE VICINITY OF WORK PRIOR TO CONSTRUCTION.
CONTRACTORTO VERIFY THE LOCATIONS, ELEVATIONS, AND SIZES OF ALL
BY USACE IN AUGUST OF 2018. IT SHALL BE THE RESPONSIBILITY OF THE
APPROXIMATE IN NATURE AND BASED ON THE TOPO SURVEY CONDUCTED
THE LOCATION OF THE EXISTING SITE FEATURES AS SHOWN ARE 2.
CONTRACTORS EXPENSE.
NOT DESIGNATED FOR REMOVAL SHALL BE REPAIRED AT THE
ANY DAMAGE TO EXISTING STRUCTURES, UTILITIES, AND/OR INCIDENTALS 1.
SHEET NOTES
F E
B R
U A
R Y
ROLLBACK CURBS
CROSSWALK
CROSSWALK
SITE OFF SHERIDAN
ENTRANCE TO
10' MAINTENANCE DRIVE
CROSSWALK
CROSSWALK
6' WALK
HARDSTAND AREA
TROOP ASSEMBLY
31 STALLS
POV PARKING
40 STALLS
POV PARKING
TRASH ENCLOSURE AREA
BUS DROP OFF/PICKUP LANE
PROPERTY LINE
SEE NOTE 5
CANOPY
SEE NOTE 5
CANOPY
ROLLBACK CURB
ATFP SETBACK
LOCKABLE PIPE GATE
S O
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BLOCKHOUSE ROAD
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...\S\AIT_PHII_DFAC\6.1 Drawings_Imperial_U6\CAD_BIM\_Sheets\CIVIL SITE PLAN
BUILDING
DFAC
A1
CIVIL SITE PLAN
SCALE: 1" = 40' 40' 80'0
NORTH
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SEE ARCHITECTURAL SHEETS FOR CANOPY DIMENSIONS AND DETAILS.5.
SEE STRUCTURAL SHEETS FOR RETAINING WALL NEXT SIDEWALK RAMP.4.
SEE SHEETS CS401 THROUGH CS404 FOR SITE DIMENSION CONTROL PLANS. 3.
FOR PAVEMENT DETAILS.
SEE SHEET CP101 FOR SITE PAVEMENT PLAN. REFER TO CP501 AND CP502 2.
SEE SHEETS CS501 TO CS503 FOR SITE DETAILS.1.
SHEET NOTES
BCOES
F E
B R
U A
R Y
L 50.04'
L 14.10' L 37.10'
L 50.28'
SLOPE = 0.00%
LANE CENTERLINE
BUS DROP OFF/PICKUP
FINISH GRADE
EXISTING GRADE
S O
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0+
4+89
0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00
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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:47:16 AM 2/7/2022
...\S\AIT_PHII_DFAC\6.1 Drawings_Imperial_U6\CAD_BIM\_Sheets\BUS DROP OFF&slash;PICKUP LANE PLAN AND PROFILE
A1
SCALE: 1" = 20' 20' 40'0
A N
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SCALE: 1" = 20'
BUS DROP OFF/PICKUP LANE PLAN
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SEE NOTE 7
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N 484,254.77
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N 484,263.33
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N 484,239.20
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N 484,273.70
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N 484,274.60
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N 484,452.54
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N 484,477.28
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N 484,446.95
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DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:50:47 AM 2/7/2022
...\S\AIT_PHII_DFAC\6.1 Drawings_Imperial_U6\CAD_BIM\_Sheets\SITE DIMENSION PLAN
BUILDING
DFAC
BLOCKHOUSE RD
A1
SCALE: 1" = 20' 20' 40'0
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IN
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SHEET KEYNOTES
R
4'R1
R
R
RESERVED CARPOOL PARKING SIGNS6.
SIDEWALK RAMP WITH DETECTABLE WARNING.5.
TRANSFORMER PAD, SEE ELECTRICAL SHEETS.4.
CHILLER PAD, SEE MECHANICAL SHEETS.3.
RESERVED PARKING SIGNS2.
STOP SIGN1.
R
R
EXISTING RAMP WITH DETECTABLE WARNING TO REMAIN.7.
SEE SHEET CS301 FOR BUS DROP OFF LANE PLAN AND PROFILE.6.
BUILDING.
ALL DIMENSIONS TO THE BUILDING ARE TO THE EXTERIOR FACE OF THE 5.
PARKING STALLS ARE 9' by 20'.4.
SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS.3.
SEE…
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