W912DQ22B4000_WAFB Discovery Dorm Drawings.pdf
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- Solicitation number
- W912DQ22B4000
About this file
This document provides details for a federal contract solicitation for renovation services. The U.S. Army Corps of Engineers Engineering District Kansas City is soliciting bids for renovations to the Discovery Dorm building at Whiteman Air Force Base in Missouri. Renovations include replacing flooring, lighting, doors, windows, bathroom fixtures, and installing additional power and network outlets. The contract value is estimated between $5-10 million. Bids are due through the SAM.gov website and the solicitation will utilize full and open competition under NAICS code 236220 with an award to the lowest priced technically acceptable bidder. The solicitation requires bid bonds of 20% of the offered price or $3 million, whichever is less, as well as payment and performance bonds of 100% of the contract value prior to issuance of the notice to proceed.
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U .S
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US Army Corps of Engineers
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
US Army Corps of Engineers ®
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KANSAS CITY DISTRICT
REPAIR DISCOVERY HALL
WHITEMAN AFB, MISSOURI
SEE COVER PAGE
SEE COVER PAGE
OCTOBER 2021
BUILDING 1561
PRODUCTION DATA 4PRODUCTION DATA 3
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SIGNATURES AFFIXED BELOW INDICATE OFFICIAL
RECOMMENDATION AND APPROVAL OF DRAWINGS IN
THIS SET AS INDEXED ON THIS SET OF DOCUMENTS
THIS PROJECT WAS DESIGNED BY THE KANSAS CITY
DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS. THE
INITIALS OR SIGNATURES AND REGISTRATION
DESIGNATIONS OF INDIVIDUALS THAT APPEAR ON THESE
PROJECT DOCUMENTS ARE WITHIN THE SCOPE OF
THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
CHIEF, ENGINEERING DIVISION, P.E. DATE
APPROVED:
CHIEF, DESIGN BRANCH DATE
APPROVAL RECOMMENDED:
CHIEF, GEOTECHNICAL BRANCH DATE
APPROVAL RECOMMENDED:
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GENERAL
SHEET NUMBER SHEET NAME
G-001 COVER SHEET
G-002 PROJECT SHEET INDEX
G-003 GENERAL PROJECT ABBREVIATIONS
G-004 GENERAL PROJECT NOTES, ABBREVIATIONS
G-005 VICINITY
STRUCTURAL
SHEET NUMBER SHEET NAME
S-001 GENERAL STRUCTURAL NOTES
S-110 OVERALL FOUNDATION PLAN
S-120 OVERALL SECOND FLOOR AND NEW COVERED PATIO CANOPY FRAMING PLAN
S-200 ELEVATIONS OF STAGES OF EXISTING BRICK AND WINDOW REPLACEMENT FOR EAST EXTERIOR
WINDOW IN CORRIDOR 228
S-201 ELEVATIONS OF STAGES OF EXISTING BRICK AND WINDOW REPLACEMENT FOR EAST EXTERIOR
WINDOW IN CORRIDOR 228
S-310 FOUNDATION SECTIONS
S-311 FOUNDATION SECTIONS
S-330 ROOF FRAMING SECTIONS
S-411 NEW COVERED PATIO CANOPY FOUNDATION AND ROOF FRAMING PLANS (CLIN 0007)
ELECTRICAL
SHEET NUMBER SHEET NAME
E-001 ELECTRICAL LEGEND
ED110 FIRST FLOOR ELECTRICAL DEMOLITION PLAN
ED120 SECOND FLOOR ELECTRICAL DEMOLITION PLAN
ED130 THIRD FLOOR ELECTRICAL DEMOLITION PLAN
ED140 ATTIC ELECTRICAL DEMOLITION PLAN
E-110 FIRST FLOOR ELECTRICAL PLAN
E-120 SECOND FLOOR ELECTRICAL PLAN
E-130 THIRD FLOOR ELECTRICAL PLAN
E-140 ATTIC ELECTRICAL PLAN
E-410 ENLARGED DORM ROOM PLAN
EY110 FIRST FLOOR SPECIAL SYSTEMS PLAN
EY120 SECOND FLOOR SPECIAL SYSTEMS PLAN
EY130 THIRD FLOOR SPECIAL SYSTEMS PLAN
EY501 SPECIAL SYSTEMS DETAILS
EY601 SPECIAL SYSTEMS DIAGRAM
E-501 ELECTRICAL DETAILS
E-601 CATV RISER DIAGRAM (1 OF 4)
E-602 CATV RISER DIAGRAM (2 OF 4)
E-603 CATV RISER DIAGRAM (3 OF 4)
E-604 CATV RISER DIAGRAM (4 OF 4)
E-701 LIGHT FIXTURE SCHEDULE
E-702 LIGHTING PERFORMANCE SCHEDULE
E-710 LIGHTING DIAGRAMS
FIRE PROTECTION
SHEET NUMBER SHEET NAME
F-001 LIFE SAFETY CODE NARRATIVE
F-111 FIRST FLOOR LIFE SAFETY PLAN
F-112 SECOND FLOOR LIFE SAFETY PLAN
F-113 THIRD FLOOR LIFE SAFETY PLAN
FA001 FIRE ALARM LEGEND
FD110 FIRST FLOOR - FIRE ALARM DEMOLITION PLAN
FD120 SECOND FLOOR - FIRE ALARM DEMOLITION PLAN
FD130 THIRD FLOOR - FIRE ALARM DEMOLITION PLAN
FD140 ATTIC - FIRE ALARM DEMOLITION PLAN
FA110 FIRST FLOOR FIRE ALARM PLAN
FA120 SECOND FLOOR FIRE ALARM PLAN
FA130 THIRD FLOOR FIRE ALARM PLAN
FA140 ATTIC FIRE ALARM PLAN
FA601 FIRE ALARM MATRIX AND DETAILS
INTERIORS
SHEET NUMBER SHEET NAME
IF401 ENLARGED TYPICAL DORM FF&E PLAN
IN110 FIRST FLOOR ELEMENTS PLAN
IN120 SECOND FLOOR ELEMENTS PLAN
IN130 THIRD FLOOR ELEMENTS PLAN
IN201 INTERIOR ELEVATIONS
IN202 INTERIOR ELEVATIONS
IN401 ENLARGED FLOOR PLANS
IN402 ENLARGED FLOOR PLAN
IN501 INTERIOR DETAILS
IN511 CASEWORK DETAILS
IN512 CASEWORK DETAILS
IN600 INTERIOR FINISH SCHEDULE
IN601 INTERIOR FINISH MATERIALS LEGEND
IN701 FIRST FLOOR FINISH PLAN
IN702 SECOND FLOOR FINISH PLAN
IN703 THIRD FLOOR FINISH PLAN
IN704 ENLARGED FINISH PLAN
IN801 SIGNAGE DETAILS
IN810 FIRST FLOOR INTERIOR SIGNAGE PLAN
IN820 SECOND FLOOR INTERIOR SIGNAGE PLAN
IN830 THIRD FLOOR INTERIOR SIGNAGE PLAN
ARCHITECTURAL
SHEET NUMBER SHEET NAME
AD110 FIRST FLOOR DEMOLITION PLAN
AD120 SECOND FLOOR DEMOLITION PLAN
AD130 THIRD FLOOR DEMOLITION PLAN
AE110 FIRST FLOOR PLAN
AE120 SECOND FLOOR PLAN
AE130 THRID FLOOR PLAN
AE131 ATTIC PLAN
AE140 COMPOSITE FIRST FLOOR REFLECTED CEILING PLAN
AE150 COMPOSITE SECOND FLOOR REFLECTED CEILING PLAN
AE160 COMPOSITE THIRD FLOOR REFLECTED CEILING PLAN
AE200 EXTERIOR ELEVATIONS
AE201 EXTERIOR ELEVATIONS
AE410 ENLARGED PLANS
AE411 ENLARGED CANOPY & PATIO PLANS
AE412 COVERED PATIO ELEVATIONS & SEC
AE510 INTERIOR DETAILS
AE520 EXTERIOR DETAILS
AE540 COVERED PATIO ROOF DETAILS
AE600 DOOR SCHEDULE
AE605 DOOR HARDWARE SCHEDULE
AE620 EXTERIOR DOOR DETAILS & ELEVATIONS
AE621 INTERIOR DOOR DETAILS & ELEVATIONS
AE622 EXTERIOR WINDOW DETAILS & ELEVATIONS
MECHANICAL
SHEET NUMBER SHEET NAME
M-001 ABBREVIATIONS, LEGENDS AND GENERAL NOTES
M-110 FIRST FLOOR MECHANICAL PLAN
M-120 SECOND FLOOR MECHANICAL PLAN
M-130 THIRD FLOOR MECHANICAL PLAN
M-140 ATTIC FLOOR MECHANICAL PLAN
M-410 ENLARGED TYPICAL BEDROOM MECHANICAL FLOOR PLAN
M-500 MECHANICAL DETAILS
M-501 MECHANICAL DETAILS
M-502 EXISTING MECHANICAL DETAILS - FOR INFORMATION ONLY (FIO)
M-600 MECHANICAL SCHEDULES
PLUMBING
SHEET NUMBER SHEET NAME
P-110 FIRST FLOOR PLUMBING PLAN
P-120 SECOND FLOOR PLUMBING PLAN
P-130 THIRD FLOOR PLUMBING PLAN
P-410 ENLARGED FIRST FLOOR PLUMBING PLAN
P-420 ENLARGED SECOND FLOOR PLUMBING PLAN
P-500 PLUMBING DETAILS
P-600 PLUMBING SCHEDULES
CIVIL
SHEET NUMBER SHEET NAME
V-100 EXISTING CONDITIONS
C-100 SITE SODDING PLAN
CD100 SITE DEMOLITION PLAN
CS100 SITE PLAN
CS401 ENLARGED SITE PLAN
CS501 SITE DETAILS
CP501 PAVING AND MASONRY ENCLOSURE DETAILS
CU100 UTILITY PLAN
CU301 UTILITY ROOF DRAINPLAN - PROFILE
CU302 UTILITY ROOF DRAINPLAN - PROFILE
CG100 GRADING PLAN
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
FAHRENHEIT
FIRE ALARM / FRESH AIR
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
FIRE-RETARDANT
FULL SIZE
FASTEN(ER)
FEET
FOOTING
FURRING
FUTURE
FIRE WATER
FABRIC WALL COVERING
F
FA
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
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)
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
US Army Corps of Engineers
SO
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IS
SU
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B
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2 3 4 5 6 7 8 9 10
SHEET ID
File Path:
Plot Date:
C:\Users\g5ecxjlm\Documents\491289_DiscoveryReno_RVT18_AI_g5ecxjlm.rvt
10/24/2021 9:41:36 PM
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PRODUCTION DATA 4PRODUCTION DATA 3
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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- FIRE PROTECTION GENERAL
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
2m10
DRAWING/DETAIL/SECTION TITLE
DRAWING AREA TITLE SYMBOL
DRAWING LOCATION IDENTIFICATION LETTER
FLOOR PLAN3 SCALE: 1:50
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
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
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US Army Corps of Engineers
SO
LI
C
IT
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SHEET ID
File Path:
Plot Date:
C:\Users\g5ecxjlm\Documents\491289_DiscoveryReno_RVT18_AI_g5ecxjlm.rvt
10/24/2021 9:41:40 PM
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D A
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C H
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D B
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D R
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N B
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A T
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B
C
D
E
F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R
G-005
K
N S
A S C
IT
Y
M O
E T
H S
T R
E E
T
K A
N S
A S C
IT
Y D
IS
T R
IC
T
SCALE: NONE
VICINITY MAP
VICINITY MAP
SCALE: NONE
WHITEMAN AFB
SCALE: NONE
VICINITY MAP
BLDG 1561
V
IC
IN
IT
Y M
P
G
H A
R D
E N
W H
IT
E M
A N A
IR
F
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C E B
A S
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M
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G E
R
DIS
RTA
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T O
B E
R
DUMPSTER
TRASH
NAVD 88 (GEOID 12B)
STATE PLANE MISSOURI WEST - NAD 83
ELEVATION = 833.396
EASTING = 3054805.843
NORTHING = 933812.567
PROJECT CONTROL POINT "DD2"
NAVD 88 (GEOID 12B)
STATE PLANE MISSOURI WEST - NAD 83
ELEVATION = 831.365
EASTING = 3054486.927
NORTHING = 933901.340
PROJECT CONTROL POINT "DD1"
FL 4" PVC ELEV = 830.54
FL 4" PVC ELEV = 830.45
FL 4" PVC ELEV = 830.59
E FL IN 8" PVC ELEV = 826.15
E FL IN 5" PVC ELEV = 826.05
W FL OUT 24" RCP ELEV = 825.35
TOP STORM GRATED INLET ELEV = 830.05
E FL IN 24" RCP ELEV = 824.00
W FL OUT 24" RCP ELEV = 823.90
TOP STORM MANHOLE ELEV = 830.40
NE FL IN 24" RCP ELEV = 823.86
SW FL OUT 24" RCP ELEV = 823.76
TOP STORM GRATED INLET ELEV = 828.86
EXISTING PCC PATIO
EXISTING PCC PATIO
EXISTING MASONRY WALL
EXISTING MASONRY WALL
EXISTING PCC BIKE RACK
EXISTING PCC BIKE RACK
EXISTING WALL FOOTINGS
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
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S U
B M
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T E
D B
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D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A/C
A/C
DISCOVERY DORM
REST AREA
DISCOVERY DORM
STOP SS MH ELEV= 827.81 SFT
CBTOP ST DI ELEV= 828.86 SFT
TOC
CBTOP ST DI ELEV= 830.15 SFT
W
DTOP ST MH ELEV= 830.40 SFT
E
DTOP ST MH ELEV= 830.49 SFT
C
PIV
STOP SS MH ELEV= 831.31 SFT
TOP SS MH ELEV= 831.31 SFT
DTOP ST MH ELEV= 831.35 SFT
C
E
E
STOP SS MH ELEV= 831.93 SFT
W
C
STOP SS MH ELEV= 832.99 SFT
C
C
C
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:11:55 AM 10/26/2021
...\491289_DDReno\6.0 Engineering-Design\6.1 Drawings_Imperial_U6\CAD_BIM\_Sheets\Discovery Dorm - Existing Conditions
F
IL
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V-100
P
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W H
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N S
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A M
A L S
A M
A N
A N
S I
D
DIS
20' 40'0A1
EXISTING CONDITIONS
SCALE: 1"=20'
NORTH
PLAN
H
M
IL
D E
N B
E R
G E
R
D
IS
C O
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R Y D
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M
EXISTING SIDEWALK
E X
IS
T
IN
G S
ID
E W
A L
K
EXISTING SIDEWALK
EXISTING SIDEWALK
EXISTING SIDEWALK
AS THEY ARE FOUND.
SHOULD NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCIES AS SOON
THE CONTRACTOR PRIOR TO START OF CONSTRUCTION. CONTRACTOR
UTILITIES SHOWN ARE APPROXIMATE AND SHOULD BE FIELD VERIFIED BY 2.
SURVEY WERE: STATE PLANE MISSOURI WEST - NAD 83 NAVD 88 (GEOID 12B).
USACE CONDUCTED SITE SURVEY IN JUNE 2021. DATUMS USED FOR THIS 1.
GENERAL NOTES
RTA
O C
T O
B E
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IC
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A T
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N N
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N E
D B
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2 3 4 5 6 7 8 9 10
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®of Engineers
US Army Corps
C-100
N S
A S C
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T R
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T
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A S C
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A1 SCALE: 1" = 20' 20' 40'0
GENERAL SHEET NOTES
IT
E M
A N A
IR
F
O R
C E B
A S
E
M
IS
S O
U R I
P
F
Y
D
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C O
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R Y D
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M R
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N
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S I
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A M
A L S
A M
A N
M
A L S
A M
A N
DIS
SHEET LEGEND
FOR DETAILS.
CONSTRUCTION SHALL BE SODDED. SEE SPECIFICATION SECTION 32 92 23
1. ALL EXISTING GRASSY AREAS THAT WILL BE DISTURBED DURING
SOD LIMITS
AREAS TO BE SODDED
DISOVERY DORM
S
IT
E S
O D
D
IN
G P
L A
N G
H A
R D
E N
SITE SODDING PLAN
RTA
O C
T O
B E
R
NAVD 88 (GEOID 12B)
STATE PLANE MISSOURI WEST - NAD 83
ELEVATION = 833.396
EASTING = 3054805.843
NORTHING = 933812.567
PROJECT CONTROL POINT "DD2"
NAVD 88 (GEOID 12B)
STATE PLANE MISSOURI WEST - NAD 83
ELEVATION = 831.365
EASTING = 3054486.927
NORTHING = 933901.340
PROJECT CONTROL POINT "DD1"
FL 4" PVC ELEV = 830.54
FL 4" PVC ELEV = 830.45
FL 4" PVC ELEV = 830.59
E FL IN 8" PVC ELEV = 826.15
E FL IN 5" PVC ELEV = 826.05
W FL OUT 24" RCP ELEV = 825.35
TOP STORM GRATED INLET ELEV = 830.05
E FL IN 24" RCP ELEV = 824.00
W FL OUT 24" RCP ELEV = 823.90
TOP STORM MANHOLE ELEV = 830.40
NE FL IN 24" RCP ELEV = 823.86
SW FL OUT 24" RCP ELEV = 823.76
TOP STORM GRATED INLET ELEV = 828.86
TO THE NEAREST JOINT
DEMOLISH EXISTING SIDEWALK
DEMOLISH EXISTING MASONRY WALLS
DEMOLISH EXISTING SLAB
AND REPLACE WITH SOD
REMOVE EXISTING GRAVEL
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
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D E
S C
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S
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S U
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D B
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D A
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C O
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R A
C T N
O
C H
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K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
B
C
D
E
F
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2 3 4 5 6 7 8 9 10
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
A/C
A/C
DISCOVERY DORM
REST AREA
DISCOVERY DORM
CLIN 0006
DEMOLISH EXISTING SMALL PATIO
STOP SS MH ELEV= 827.81 SFT
CBTOP ST DI ELEV= 828.86 SFT
TOC
CBTOP ST DI ELEV= 830.15 SFT
W
DEMOLISH EXISTING FOOTINGS
AND PAVEMENT CLIN 0005
DEMOLISH EXISTING BIKE RACK
DTOP ST MH ELEV= 830.40 SFT
E
DTOP ST MH ELEV= 830.49 SFT
AND PAVEMENT CLIN 0005
DEMOLISH EXISTING BIKE RACK
C
CLIN 0007
PAVEMENT, CANOPY AND SUPPORTS
DEMOLISH EXISTING LARGE PATIO
PIV
STOP SS MH ELEV= 831.31 SFT
TOP SS MH ELEV= 831.31 SFT
DTOP ST MH ELEV= 831.35 SFT
C
E
E
STOP SS MH ELEV= 831.93 SFT
CLIN 0006
DEMOLISH EXISTING SMALL PATIO MASONRY WALL
MASONRY WALL CAP STONE
DEMOLISH EXISTING
W
DEMOLISH EXISTING MASONRY WALL
C
STOP SS MH ELEV= 832.99 SFT
C
C
C
CD100
N S
A S C
IT
Y
M O
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T R
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T
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DIS
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SITE DEMOLITION PLAN
SHEET NOTES
IS 40'.
DEMOLISH EXISTING TREE, APPROXIMATE DIAMETER IS 18", APPROXIMATE HEIGHT
IS 40'.
DEMOLISH EXISTING TREE, APPROXIMATE DIAMETER IS 18", APPROXIMATE HEIGHT
IS 40'.
DEMOLISH EXISTING TREE, APPROXIMATE DIAMETER IS 12", APPROXIMATE HEIGHT
IS 40'.
DEMOLISH EXISTING TREE, APPROXIMATE DIAMETER IS 10", APPROXIMATE HEIGHT
TRIM EXISTING TREE TO ABOVE LIGHT FIXTURE.
IS 40'.
DEMOLISH EXISTING TREE, APPROXIMATE DIAMETER IS 12", APPROXIMATE HEIGHT
EXCESS MORTAR.
DEMOLISHED, ENSURE THE EXTERIOR BRICK WALLS ARE CLEANED OF ANY
WHERE THE MASONRY WALL ADJACENT TO THE BUILDING IS BEING 4.
GRADE.
MASONRY WALLS ARE NOT BEING REPLACED, FILL AND SOD THE AREA TO
DEMOLISH EXISTING MASONRY WALLS TO BELOW FOOTING LEVEL. WHERE 3.
MEASUREMENTS ARE AN APPROXIMATE.
CONTRACTOR TO CONFIRM THE DIMENSIONS OF THE TREES. THE PROVIDED 2.
CONSTRUCTION CONTROL REPRESENTATIVE BEFORE START OF WORK.
CONTRACTOR TO COORDINATE THE REMOVAL OF TREES WITH 1.
RTA
O C
T O
B E
R
E: 3,054,805.29
N: 933,904.68
E: 3,054,816.07
N: 933,891.91
E: 3,054,816.89
N: 933,715.42
S O
L
IC
IT
A T
IO
N N
O
D E
S
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N E
D B
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S C
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N
A
M A
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S
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S U
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D B
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D A
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C O
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C T N
O
C H
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K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
®of Engineers
US Army Corps
A/C
A/C
DISCOVERY DORM
REST AREA
DISCOVERY DORM
TOP SS MH ELEV= 827.81 SFT
CBTOP ST DI ELEV= 828.86 SFT
CBTOP ST DI ELEV= 830.15 SFT
TOP ST MH ELEV= 830.40 SFT
TOP ST MH ELEV= 830.49 SFT
TOP SS MH ELEV= 831.31 SFT
TOP SS MH ELEV= 831.31 SFT
TOP ST MH ELEV= 831.35 SFT
TOP SS MH ELEV= 831.93 SFT
TOP SS MH ELEV= 832.99 SFT
CS100
N S
A S C
IT
Y
M O
E T
H S
T R
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T
K A
N S
A S C
IT
Y D
IS
T R
IC
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SITE PLAN
A8
CS401
A5
CS401
D1
CS401
IT
E M
A N A
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F
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C E B
A S
E
M
IS
S O
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A L S
A M
A N
M
A L S
A M
A N
DIS
SHEET LEGEND
CONSTRUCTION LIMITS
STAGING AREA LIMITS
H
M
IL
D E
N B
E R
G E
R
A1
CS401
FOR DETAILS.
CONSTRUCTION SHALL BE SODDED. SEE SPECIFICATION SECTION 32 92 23
1. ALL EXISTING GRASSY AREAS THAT WILL BE DISTURBED DURING
E5
CS401
RTA
O C
T O
B E
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±9'-0"
±13'-0"
±2'-0"
±14'-0"
BUILDING
DISCOVERY DORM
SHEET CP501)
DETAILS ON
(TYP. - SEE
SLAB JOINT
CONCRETE
BIKE RACKS
SHELTER WITH
BICYCLE
COVERED
SHEET CP501)
(SEE DETAIL F6 ON
EXPANSION JOINT
THICKENED EDGE
(SEE DETAIL F3 ON SHEET CP501)
EXPANSION JOINT ALONG EXISTING STRUCTURE
4'-0"
18'-0"
ON SHEET CP501
SEE DETAILS
ENCLOSURE
MASONRY
THIS SHEET
SEE NOTE 1
BBQ GRILL
EXISTING SIDEWALK
WITH THE CENTER OF
PROPOSED PATIO
ALIGN CENTER OF
(SEE DETAILS ON SHEET CP501)
CONCRETE PATIO JOINT (TYP.)
SHEET CP501)
(SEE DETAIL F6 ON
EXPANSION JOINT
THICKENED EDGE
SIDEWALK
EXISTING
ALIGN WITH
≈ 16'-0"
(TYP.)
(2) # 4 BARS
(SEE DETAIL F3 ON SHEET CP501)
EXISTING STRUCTURE
EXPANSION JOINT ALONG
SHEET CP501)
(SEE DETAIL F6 ON
EXPANSION JOINT
THICKENED EDGE
CP501)
SHEET
F3 ON
(SEE DETAIL
(TYP.)
SLAB JOINT
CONCRETE
ON SHEET CP501)
(SEE DETAIL F3
CONCRETE JOINT
(SEE DETAILS ON SHEET CP501)
CONCRETE PATIO JOINT (TYP.)
≈ 11'-5"
(SEE DETAIL F3 ON SHEET CP501)
MASONRY WALL STRUCTURE
EXPANSION JOINT ALONG NEW
SHEET CS501
WALL. SEE DETAIL B6
NEW MASONRY
SHEET CS501
WALL. SEE DETAIL B6
NEW MASONRY
EXISTING SIDEWALK
EXPANSION JOINT ALONG
SEE ARCHITECTURAL DRAWINGS
REMOVED AND REPLACED.
WALL CAP TO BE
EXISTING SEAT
REMOVE EXISTING GRAVEL AND REPLACE WITH SOD
EDGE.
PROPOSED PATIO TO THIS
SEAT WALL AND ALIGN
AT THE BACK OF EXISTING
WALK
FULL DEPTH SAW CUT EXISTING
S O
L
IC
IT
A T
IO
N N
O
D E
S
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N E
D B
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D E
S C
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S U
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D A
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C O
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D B
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D R
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N B
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IS
S
U E D
A T
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SHEET ID
B
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D
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2 3 4 5 6 7 8 9 10
U .S
A R
M Y C
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N G
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®of Engineers
US Army Corps
D
CS401
N S
A S C
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IT
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T R
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H A
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D1 SCALE: 1/4" = 1' 0 4' 8'2'
SMALL PATIO
A8 SCALE: 1/4" = 1' 0 4' 8'2'
N
A5 SCALE: NTS
A1 SCALE: 1/4" = 1' 0 4' 8'2'
N
N
BACK PATIO
S
ID
E W
A L
K
E X
IS
T
IN
BICYCLE SHELTER - OPTION
IS
T
IN
G S
ID
E W
A L
K
EXISTING SIDEWALK
VESTIBULE
ENTRY
DORM BUILDING
DISCOVERY
DORM BUILDING
DISCOVERY
VESTIBULE
ENTRY
EXISTING SIDEWALK
EXISTING SIDEWALK
CENTERLINE OF
OF DOOR
CENTERLINE
STRUCTURE
INLET
EXISTING
PATIO
CONCRETE
SLAB
CONCRETE
PATIO
CONCRETE
W H
IT
E M
A N A
IR
F
O R
C E B
A S
E
M
IS
S O
U R I
P
F
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M
A L S
A M
A N
D
IS
C O
V E
R Y D
O R
M R
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O V
A T
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N
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H A
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F
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A M
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S .d
M
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D E
N B
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G
L A
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E D S
IT
E P
L A
N
A N
S I
FOR DETAILS
AND STRUCTURAL DRAWINGS
REFER TO AE411, AE412,
DORM BUILDING
DISCOVERY
E X
IS
T
IN
G S
ID
E W
A L
K
SLOPE
MATCH EXISTING
E5 SCALE: NTS
FRONT ENTRANCE SLAB
EXISTING PATIO
SPECIFICATIONS FOR DETAILS.
THE BICYCLE SHELTER SHALL BE LIGHTED. SEE ELECTRICAL PLANS AND 4.
DRAWINGS SHALL BE SUBMITTED TO THE COR FOR REVIEW.
MANUFACATURER FOR THE SHELTER AND ITS FOUNDATION. THESE
3. THE CONTRACTOR SHALL SUPPLY PE STAMPED DRAWINGS FROM THE
BASE STANDARD.
SHELTER IN PLACE. THE COLOR SHALL BE A DARK BRONZE TO MATCH THE
RECOMMENDATIONS. THE CONTRACTOR SHALL SUPPLY A COMPLETE
SURFACE MOUNTED AND INSTALLED PER MANUFACTURER'S
BIKE RACKS) OR APPROVED EQUAL. SHELTER AND RACKS SHALL BE
MANUFACTURED BY VELODOME SHELTERS (VELOPARK MODEL WITH RINGO
2. THE BICYCLE SHELTER SHALL ACCOMMODATE 15 BICYCLES AND SHALL BE
BE NO SMALLER THAN 384 SQUARE INCHES.
BASE POST SHALL BE SURFACE MOUNTED . THE GRILLING SURFACE SHALL
GRILL SHALL HAVE SPRING COIL HANDLES AND AN ADJUSTABLE GRATE. THE
CENTER BARS. ALL GRATE BARS SHALL BE WELDED ON BOTH SIDES. THE
SHALL BE CONSTRUCTED USING 5/8" DIA. BARS AND HANDLEBARS WITH 1/2"
SHALL BE FABRICATED OF (3/16" MIN / 7 ga.) STEEL. THE COOKING GRATE
CONSTRUCTION. THERE SHALL BE NO RIVETS OR BOLTS. THE FIREBOX
BBQ GRILLS SHALL HAVE AN ALL-WELDED FIREBOX AND GRATE 1.
LARGE PATIO
RTA
O C
T O
B E
R
(4) #5's CONT
(2) LOCATIONS AS SHOWN
CONTINUOUS VENEER TIES
JUST ABOVE FINISHED GRADE - TYP
PROVIDE 4" SOLID CMU TO
NEW CONCRETE SLAB
- SEE ARCH DRAWINGS
NEW EXTERIOR BRICK VENEER
- SEE ARCH DRAWINGS
NEW CONCRETE CAP
3'-6"
A M
IN
IM
U M O
F
B E
L O
W F
IN
A L F
IN
IS
H E
D G
R A
IN
T A
IN
B
O T
T O
M O
F N
E W C
O N
C R
E T
E F
O O
T
IN
F
R T
O P O
F W
A L L V
A R
IE
S
R E
F E
R T
O A
R C
H D
R A
W
IN
G S
PLUG CLEANOUT
BRASS SCREW
FOOTINGS
REQUIRED TO MISS
6" C.I. 1/16 BEND OR AS
DOWN SPOUT
FLOOR
R-4925 OR R-4927 OR EQUAL)
MATCH DOWN SPOUT) (ie. NEENAH
SPOUT/ADAPTER BOOT (SIZE TO
CAST IRON DOWN
WALL
FOUNDATION
M
IN
EXISTING MANHOLE
MIN. 1 INCH AND MAX. 3 INCH ANNULUS
GROUT ANNULUS SPACE WITH NON -SHRINK GROUT
VERTICAL DOWELS AT 2'8" AT THIS OPTION.
(1) WIDTH OF 12" SOLID GROUTED CMU WITH #5
AT 2'8" AS SHOWN NOTE - CONTRACTOR MAY SUBSTITUTE
(2) WIDTH OF 6" SOLID GROUTED CMU WITH #5 VERTICAL DOWELS
GRATE/COVER
TOP SOIL
SPEC 31 00 00.
ACCORDANCE WITH EARTHWORK
THE BACKFILL MATERIAL SHALL BE IN
NEW PVC PIPE
ON SHEET CU100.
40 00. SLOPE 0.5% TO DROP INLET AS SHOWN
STORM DRAIN PIPE. MATERIAL PER SPEC 33
8" X 6" C.I. ELL OR T SINGLE CONNECT TO
6"
(3) VARIABLE ELEVATION
PVC
SMOOTH WALL
PVC PIPE
CORRUGATED
DRAIN BASIN
INLINE DRAIN
PLASTIC PIPING SYSTEMS
AVAILABLE FOR MOST COMMON
WATERTIGHT ADAPTERS
DRAIN
10" INLINE
10" INLINE DRAIN
PUT ON ANY ANGLE
ADAPTERS CAN BE
(2) INLET & OUTLET
12" DRAIN BASIN
S O
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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R S
SLOPE
(4) #5's CONT
E1
TYPICAL ROOF DRAIN DETAIL
SCALE: NTS
FOR DOWNSPOUT LOCATIONS.
SEE ARCHITECTURAL DRAWINGS
NOTE:
C1 SCALE: NTS
MANHOLE - PIPE GROUTING DETAIL
EQUAL
FLOW 100 GROUT OR APPROVE
THE NEW PIPE, USE MASTER
FOR THE GROUTING OF
NOTE:
B6 SCALE: NTS
MASONRY SEATING SECTION
4" MIN.
DRAIN BASIN
E4 SCALE: NTS
TYPICAL DRAIN BASIN
BACKFILL
FINAL
BACKFILL
INITIAL
HAUNCH
BEDDING
FOUNDATION
SUITABLE
SPRINGLINE
24" MIN.
(SEE TABLE)
MIN. TRENCH WIDTH
4" MIN.
PIPE DIAM. MIN. TRENCH WIDTH
4" 21"
(100mm) (533mm)
6" 23"
(150mm) (584mm)
8" 26"
(200mm) (660mm)
10" 28"
(250mm) (711mm)
12" 30"
(300mm) (762mm)
15" 34"
(375mm) (864mm)
18" 39"
(450mm) (991mm)
24" 48"
(600mm) (1219mm)
RECOMMENDED MIN. TRENCH WIDTHS
A1 SCALE: NTS
TRENCH INSTALLATION DETAIL
D U
C T
IL
E I R
O N
D O N
O T P
O L L U
T E D
R A
IN
S T
O W
A T E
R W
A Y S
T
SALPOLY
N
D U
C
T ILE IR
O N
T S
A L
P O
L Y
N
D
U C
T I
L E
I R
O N
D U
C T
IL
E I R
O N
D O N
O T P
O L L U
T E D
R A
IN
S T
O W
A T E
R W
A Y S
8" 6"
ELEVATION
1: TO CHANGE
PIPE DIAMETER
2: TO CHANGE
PIPE TYPE
3: TO CHANGE
APPLICATIONS
4: FOR SHALLOW
DIRECTION
5: TO CHANGE
DRAIN
DRAIN BASIN AND INLINE
TYPICAL INSTALLATION OF
E7 SCALE: NTS
TYPICAL INSTALLATION OF DRAIN BASIN AND INLINE DRAIN
USING A GEOTEXTILE MATERIAL.
THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED
THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF
ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY
CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE
WHERE THE TRENCH BOTTOM IS UNSTABLE, THE FOUNDATION:3.
NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED.
2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF
GRAVITY FLOW APPLICATIONS", LATEST ADDITION
INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER
ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND
1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH
NOTES:
GROUND SURFACE.
(GRASS OR LANDSCAPE AREAS) IS 24" FROM THE TOP OF PIPE TO
6. MINIMUM COVER: MINIMUM COVER IN NON-TRAFFIC APPLICATIONS
INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION.
MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE
PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR
IN THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWN OF
5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III
ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4"
SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE
CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL
4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I OR II. THE
BASINS W/GRATES LOCATIONS.
SEE CIVIL DRAWINGS FOR
NOTE:
CS501
N S
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@ PAVEMENT MID-DEPTH
6X6-W1.4XW1.4 WWF REINF.
WIDTH VARIES
M
IM
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M
3/8" REBAR @ 16" O.C. EACH WAY
WIDTH VARIES
M
IN
M
IN
@ PAVEMENT MID-DEPTH
6X6-W1.4XW1.4 WWF REINF.
WIDTH VARIES
1/8" R
M
IN
/2
1/8" R 9/16 "
JOINT SEAL
JOINT FILLER
NON-EXTRUDING
PREFORMED
BREAKER TAPE
OR OR BOND
BACKER ROD
3/4"
5' MIN.
.2
T T
1/8" R
STRUCTURE
BACKER ROD
JOINT SEALANT
EXTERIOR PAVEMENT
JOINT FILLER
NON-EXTRUDING
PREFORMED
(TYP.)
VENEER
BRICK
(TYP.)
BLOCK
MASONRY
OUTLINE ABOVE
CAST STONE CAP
8'-8"
MASONRY BLOCK
WRAP BRICK IN FRONT OF
THE MANUFACTURER
HEIGHT RECOMMENDED BY
ACROSS AREA AND AT A
BBQ GRILLS - SPACE EVENLY
PLACING ORDER
SHOP DRAWINGS PRIOR TO
CONTRACTOR TO SUBMIT
SECTION 04 20 00.
CAST STONE CAP - SEE SPEC
CAST STONE CAP
#5 BAR AT 32" O.C.
#5 BAR @ 16" O.C.
1'-0"1'-3"
3'-6"
1'-5"
GROUT ALL CELLS
8" CMU WALL. SOLID
MATCH VERTICALS
DOWELS TO
DETAIL A1 THIS SHEET
CONCRETE PATIO. SEE
OF STANDARD HOOK
ALTERNATE DIRECTION
SOLID GROUTED
4" CMU BELOW GRADE.
SECTION O4 20 00
SPECIFICATION
ARCHITECTURE. SEE
BRICK VENEER. MATCH
SECTION 04 20 00
SPECIFICATION
TIES. SEE
PROVIDE HORIZONTAL
BOTH SIDES
DRIP
S O
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B
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SELECT GRANULAR FILL
(NATIVE CLAY) OR
6" LIME MODIFIED SUBGRADE
4" (MIN. THICKNESS) OF PORTLAND CEMENT CONCRETE
6" (MIN. THICKNESS) OF PORTLAND CEMENT CONCRETE
SELECT GRANULAR FILL
(NATIVE CLAY) OR
6" LIME MODIFIED SUBGRADE
SELECT GRANULAR FILL
(NATIVE CLAY) OR
6" LIME MODIFIED SUBGRADE
4" DRAINAGE LAYER
4" OF PORTLAND CEMENT CONCRETE
CONTRACTION JOINT EXPANSION JOINT
3/16"
1/8" MIN
/2 /4
EXISTING STRUCTURE AND SIDEWALK/PAVEMENT
NOTE: EXPANSION JOINT SHALL BE USED ALONG
T = PAVEMENT THICKNESS
BBQ GRILL BBQ GRILL
A3
CP501
2 1/2"
/2
#5 BARS CONT.
#5 BARS CONT.
CONT.
(4)-#5 BARS
CP501
N S
A S C
IT
Y
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A N
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A1
PATIO PAD (TYP.)
SCALE: NTS
C1
BICYCLE PAD (TYP.)
E1
SIDEWALK (TYP.)
A3
SCALE: 1" = 1' - 0" 0 1" 2"1/2"
C6
A6
MASONRY ENCLOSURE - ELEVATION
SCALE: 1" = 1' - 0"
SCALE: 1" = 1' - 0" 0 1" 2"1/2"
0 1" 2"1/2"
F3
SIDEWALK JOINT DETAILS
F6
THICKENED EDGE EXPANSION JOINT
DISMASONRY ENCLOSURE - WALL SECTION
MASONRY ENCLOSURE - WALL PLAN VIEW
RTA
O C
T O
B E
R
NAVD 88 (GEOID 12B)
STATE PLANE MISSOURI WEST - NAD 83
ELEVATION = 833.396
EASTING = 3054805.843
NORTHING = 933812.567
PROJECT CONTROL POINT "DD2"
NAVD 88 (GEOID 12B)
STATE PLANE MISSOURI WEST - NAD 83
ELEVATION = 831.365
EASTING = 3054486.927
NORTHING = 933901.340
PROJECT CONTROL POINT "DD1"
FL 4" PVC ELEV = 830.54
FL 4" PVC ELEV = 830.45
FL 4" PVC ELEV = 830.59
E FL IN 8" PVC ELEV = 826.15
E FL IN 5" PVC ELEV = 826.05
W FL OUT 24" RCP ELEV = 825.35
TOP STORM GRATED INLET ELEV = 830.05
E FL IN 24" RCP ELEV = 824.00
W FL OUT 24" RCP ELEV = 823.90
TOP STORM MANHOLE ELEV = 830.40
NE FL IN 24" RCP ELEV = 823.86
SW FL OUT 24" RCP ELEV = 823.76
TOP STORM GRATED INLET ELEV = 828.86
ROOF DRAIN CLEAN OUT
CONNECT TO EXISTING
S O
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A T
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SHEET ID
B
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D
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2 3 4 5 6 7 8 9 10
U .S
A R
M Y C
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P S O
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N G
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®of Engineers
US Army Corps
E:3,054,717.17
N:933,762.28
DRAIN BASIN
A/C
A/C
DISCOVERY DORM
REST AREA
DISCOVERY DORM
E:3,054,705.76
N:933,820.45
DRAIN BASIN
E:3,054,708.65
N:933,830.03
W/ GRATE COVER
DRAIN BASIN
E:3,054,684.02
N:933,703.49
DRAIN BASIN
E:3,054,709.87
N:933,695.20
DRAIN BASIN
E:3,054,742.7
N:933,684.67
DRAIN BASIN
E:3,054,744.91
N:933,691.58
DRAIN BASIN
E:3,054,676.07
N:933,767.60
W/ GRATE COVER
DRAIN BASIN
STOP SS MH ELEV= 827.81 SFT
EXISTING MANHOLE
CBTOP ST DI ELEV= 828.86 SFT
TOC
CBTOP ST DI ELEV= 830.15 SFT
EXISTING MANHOLE
W
DTOP ST MH ELEV= 830.40 SFT
E
DTOP ST MH ELEV= 830.49 SFT
C
PIV
STOP SS MH ELEV= 831.31 SFT
TOP SS MH ELEV= 831.31 SFT
DTOP ST MH ELEV= 831.35 SFT
C
E
E
STOP SS MH ELEV= 831.93 SFT
W
C
STOP SS MH ELEV= 832.99 SFT
C
C
CU100
N S
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IT
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M O
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SHEET LEGEND
6" PVC ROOF DRAIN
SIDEWALKS TO THE NEAREST JOINT.
INSTALLING THE NEW SIDEWALKS. CONTRACTOR WILL DEMO THE EXITING
TO PLACE THE ROOF DRAINS, SPEC 32 16 19 WILL COVER REPLACING AND
IF THE CONTRACTOR CHOOSES TO OPEN TRENCH THROUGH THE SIDEWALKS 3.
COVER OF 2 FEET.
LAYOUT, ALL PIPES SHALL MAINTAIN A MINIMUM SLOP OF 0.50% AND MINIMUM
AS SHOWN ON THE PLANS. IF THE CONTRACTOR CHOOSE A DEFERENT
2. NEW ROOF DRAINS PIPES SHALL CONNECT TO THE EXISTING DOWNSPOUTS
OPTION #008. SEE CLIN SCHEDULE FOR MORE INFORMATION.
ALL NEW ROOF DRAINS PIPES AND BASINS TO BE INSTALLED AS PART OF CLIN 1.
RTA
O C
T O
B E
R
NE FL IN 24" RCP ELEV = 823.86
SW FL OUT 24" RCP ELEV = 823.76
TOP STORM GRATED INLET ELEV = 828.86
NE FL IN 24" RCP ELEV = 823.86
SW FL OUT 24" RCP ELEV = 823.76
TOP STORM GRATED INLET ELEV = 828.86
.5 S
L O
P E
F
E E
T P
V
6" PVC IE 829.5
6" PVC IE 829
SIDEWALK EDGE
SIDEWALK EDGE
SIDEWALK EDGE
SIDEWALK EDGE
UNDERGROUND COMM
UNDERGROUND COMM
UNDERGROUND ELECTRIC
ELECTRIC
UNDERGROUND
EXISTING GROUND
EXISTING GROUND
S O
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2 3 4 5 6 7 8 9 10
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®of Engineers
US Army Corps
E:3,054,717.17
N:933,762.28
DRAIN BASIN
E:3,054,714.94
N:933,754.88
DRAIN BASIN
IE 829.5
A/C
DISCOVERY DORM
REST AREA
S T
A . 0
.0
P O
B
S T
A . 1
.6
P O
E
0+2
0+4
STA. 0
+00 .00
POB
S T
A . 1
.3
P O
E
A/C
DISCOVERY DORM
REST AREA
E:3,054,684.02
N:933,703.49
DRAIN BASIN
E:3,054,709.87
N:933,695.20
DRAIN BASIN
E:3,054,742.7
N:933,684.67
DRAIN BASIN
E:3,054,744.91
N:933,691.58
DRAIN BASIN
E:3,054,676.07
N:933,767.60
W/ GRATE COVER
DRAIN BASIN
ROOF DRIAN #1
ROOF DRIAN #1
ROOF DRIAN #2
ROOF DRIAN #2
EXISTING MANHOLE
CBTOP ST DI ELEV= 828.86 SFTCBTOP ST DI ELEV= 828.86 SFT
EE
CC
PIVPIV
CC
STOP SS MH ELEV= 831.93 SFTSTOP SS MH ELEV= 831.93 SFT
0+00 0+40 0+80 1+20 1+60
C-ROOF DRIAN #1
0+00 0+40 0+80 1+20 1+60
C-ROOF DRIAN #2
CU301
N S
A S C
IT
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M O
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T R
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IT
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IA
N P
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N -P
R O
F
IL
E
AS THEY ARE FOUND.
SHOULD NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCIES AS SOON
BY THE CONTRACTOR PRIOR TO START OF CONSTRUCTION. CONTRACTOR
UTILITIES DEPTH SHOWN ARE APPROXIMATE AND SHOULD BE FIELD VERIFIED 3.
2 FEET.
AS SHOWN ON THE PLANS. ALL PIPES SHALL MAINTAIN A MINIMUM COVER OF
2. NEW ROOF DRAINS PIPES SHALL CONNECT TO THE EXISTING DOWNSPOUTS
OPTION #008. SEE CLIN SCHEDULE FOR MORE INFORMATION.
ALL NEW ROOF DRAINS PIPES AND BASINS TO BE INSTALLED AS PART OF CLIN 1.
A5
SCALE: 1" = 20' SCALE: 1" = 20'
ROOF DRIAN #1 PROFILE ROOF DRIAN #2 PROFILE
6" PVC @ -1.0%
6" PVC @ -2.0%
P
V C I E
.2
P
V C I E
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NAVD 88 (GEOID 12B)
STATE PLANE MISSOURI WEST - NAD 83
ELEVATION = 833.396
EASTING = 3054805.843
NORTHING = 933812.567
PROJECT CONTROL POINT "DD2"
NAVD 88 (GEOID 12B)
STATE PLANE MISSOURI WEST - NAD 83
ELEVATION = 831.365
EASTING = 3054486.927
NORTHING = 933901.340
PROJECT CONTROL POINT "DD1"
FL 4" PVC ELEV = 830.54
FL 4" PVC ELEV = 830.45
FL 4" PVC ELEV = 830.59
E FL IN 8" PVC ELEV = 826.15
E FL IN 5" PVC ELEV = 826.05
W FL OUT 24" RCP ELEV = 825.35
TOP STORM GRATED INLET ELEV = 830.05
E FL IN 24" RCP ELEV = 824.00
W FL OUT 24" RCP ELEV = 823.90
TOP STORM MANHOLE ELEV = 830.40
DUMPSTER
TRASH
NAVD 88 (GEOID 12B)
STATE PLANE MISSOURI WEST - NAD 83
ELEVATION = 833.396
EASTING = 3054805.843
NORTHING = 933812.567
PROJECT CONTROL POINT "DD2"
NAVD 88 (GEOID 12B)
STATE PLANE MISSOURI WEST - NAD 83
ELEVATION = 831.365
EASTING = 3054486.927
NORTHING = 933901.340
PROJECT CONTROL POINT "DD1"
FL 4" PVC ELEV = 830.54
FL 4" PVC ELEV = 830.45
FL 4" PVC ELEV = 830.59
E FL IN 8" PVC ELEV = 826.15
E FL IN 5" PVC ELEV = 826.05
W FL OUT 24" RCP ELEV = 825.35
TOP STORM GRATED INLET ELEV = 830.05
E FL IN 24" RCP ELEV = 824.00
W FL OUT 24" RCP ELEV = 823.90
TOP STORM MANHOLE ELEV = 830.40
6" PVC IE 829
SIDEWALK EDGE
UNDERGROUND COMM
UNDERGROUND ELECTRIC
PROPOSED GRADE
EXISTING GRADE
UNDERGROUND WATER PIPES
UNDERGROUND COMM
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SHEET ID
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2 3 4 5 6 7 8 9 10
U .S
A R
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P S O
F E
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IN
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®of Engineers
US Army Corps
E:3,054,717.17
N:933,762.28
DRAIN BASIN
IE 828.18
A/C
A/C
REST AREA
DISCOVERY DORM
0+2
0+4
STA. 0
+00 .00
POB
S T
A . 0
.0
P O
B
S T
A . 1
.6
P O
E
A/C
A/C
REST AREA
DISCOVERY DORM
E:3,054,705.76
N:933,820.45
DRAIN BASIN
E:3,054,708.65
N:933,830.03
W/ GRATE COVER
DRAIN BASIN
E:3,054,676.07
N:933,767.60
W/ GRATE COVER
DRAIN BASIN
ROOF DRIAN #2
ROOF DRIAN #3
ROOF DRIAN #3
TOCTOC
CBTOP ST DI ELEV= 830.15 SFTCBTOP ST DI ELEV= 830.15 SFT
EXISTING MANHOLE
DTOP ST MH ELEV= 830.40 SFTDTOP ST MH ELEV= 830.40 SFT
EE
DTOP ST MH ELEV= 830.49 SFTDTOP ST MH ELEV= 830.49 SFT
CC
STOP SS MH ELEV= 831.31 SFTSTOP SS MH ELEV= 831.31 SFT
TOP SS MH…
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