DRAWINGS OSS SERE RTA RFP 20220830 Revised.pdf
PDF 7 MB Posted
- Attached to
- OSS/SERE Ops Facility, Offutt AFB, NE Federal contract opportunity
- Solicitation number
- W9128F22R0047
About this file
This federal solicitation is seeking proposals for the construction of an Operations Support Squadron facility at Offutt Air Force Base, Nebraska. The project scope includes constructing an approximately 50,000 square foot single story building for warehouse storage, classrooms, a vehicle wash bay, shipping/receiving, and customer service area. Additional requirements consist of site preparation, utility infrastructure, and parking. The selected contractor will deliver the project using a design-build approach. The construction cost is estimated between $25-100 million. The solicitation was issued by the Department of the Army Corps of Engineers Omaha District.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Demo-and-Site-Prep--OF71--Storm_Sewer_and_Detention--CU200-205.pdf | ||
| W9128F22R0047 0002_OSS-SERE_SF1442_Specs.pdf | ||
| Am_0002.pdf | ||
| OSS-SERE_ARCH_AMENDMENT 0002.pdf | ||
| Am_0001.pdf | ||
| Attachment_02_61_13_Basewide Active Restoration Sites.pdf | ||
| PHASE I ENVIRONMENTAL SITE ASSESSMENT.pdf | ||
| LF012 Soil Map_1993.pdf | ||
| Attachment_02_61_13_LF012 Groundwater Plume Map.pdf | ||
| Am_0001_Dwgs.pdf | ||
| W9128F22R0047 P0001_OSS-SERE_SF1442_Specs.pdf | ||
| OSS SERE Site Visit Sign In.pdf | ||
| W9128F22R0047_OSS-SERE_SF1442_Specs.pdf | ||
| W9128F-22-R-0047_OF70_Specs.PDF |
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Text version
US Army Corps of Engineers ®
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
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30 AUGUST 2022
SCHEMATIC DESIGN (35%) PHASE (READY TO ADVERTISE)
OFFUTT AIR FORCE BASE, NEBRASKA
OSS/SERE/AFE
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SHEET INDEX
SHEET NUMBER SHEET NAME
GENERAL
G-0001 COVER SHEET
G-0002 DRAWING INDEX VICINITY MAP AND LEGEND
G-0003 GENERAL NOTES, ABBREVIATIONS
SURVEY/MAPPING
V-1000 ENGINEERING SITE/TOPOGRAPHIC SURVEY
CIVIL
C-1000 SITE/SECURE AREA SECURITY PLAN - PHASE 1
C-1001 SITE/SECURE AREA SECURITY PLAN - PHASE 2
C-5000 CIVIL DETAILS - MISCELLANEOUS
C-5001 CIVIL DETAILS - DRAINAGE
CS1000 SITE PLAN / SITE LAYOUT
CU1000 SITE UTILITY PLAN / SITE UTILIT LAYOUT
LANDSCAPE
L-1001 LANDSCAPE PLAN
LIFE SAFETY
FS1100 CODE ANALYSIS
FS1101 LIFE SAFETY AND CODE ANALYSIS PLAN
ARCHITECTURE
A-1100 LEVEL 1 OVERALL FLOOR PLAN
A-1101 LEVEL 1 AREA 1 FLOOR PLAN
A-1102 LEVEL 1 AREA 2 FLOOR PLAN
A-1201 OVERALL ROOF PLAN
A-2001 NORTH AND SOUTH ELEVATIONS
A-2002 EAST AND WEST ELEVATIONS
A-3001 BUILDING SECTIONS AND WALL SECTIONS
A-6001 FINISH SCHEDULE
A-9000 PERSPECTIVE VIEWS
INTERIORS
I-1100 LEVEL 1 OVERALL FURNITURE PLAN
I-1101 LEVEL 1 AREA 1 FURNITURE PLAN
I-1102 LEVEL 1 AREA 2 FURNITURE PLAN
NTS2
VICINITY MAP
NORTH
NTS1
OFFUTT BASE MAP
NORTH
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DRAWING ABBREVIATIONS LEGEND GENERAL NOTES
A ---------------------
A LABEL CLASS A DOOR
A/C AIR CONDITION
A/C UNIT AIR CONDITIONING UNIT
A/E ARCHITECT/ENGINEER
AB ANCHOR BOLT
ACC ACCESSIBLE
ACS AUTOMATIC CONTROL SYSTEM
ACS DR ACCESS DOOR
ACS PNL ACCESS PANEL
ACT ACOUSTICAL CEILING TILE
ADA AMERICANS WITH DISABILITIES
ACT
ADMIN ADMINISTRATION
AFC ABOVE FINISHED COUNTER
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AFS ABOVE FINISHED SLAB
AGGR AGGREGATE
AHU AIR HANDLING UNIT
AIB AIR INFILTRATION BARRIER
ALT ALTERNATE
ALUM ALUMINUM
ANOD ANODIZE
APC ACOUSTICAL PANEL CEILING
APPROX APPROXIMATE
AR AS REQUIRED
ARCH ARCHITECT
ASC ABOVE SUSPENDED CEILING
ASSY ASSEMBLY
ATC ACOUSTICAL TILE CEILING
AVG AVERAGE
AW ARCHITECTURAL WOODWORK
AWT ACOUSTICAL WALL TREATMENT
B ---------------------
B LABEL CLASS B DOOR
BALC BALCONY
BB BASEBOARD
BC BOOKCASE
BD BOARD
BDRY BOUNDARY
BFF BELOW FINISH FLOOR
BHMA BUILDER'S HARDWARE
MANUFACTURER'S
ASSOCIATION
BLDG BUILDING
BLKG BLOCKING
BLT IN BUILT-IN
BN BULLNOSE
BOS BOTTOM OF STEEL
BOT BOTTOM
BP BUILDING PAPER
BRKT BRACKET
BSMT BASEMENT
BTWN BETWEEN
BUR BUILT-UP ROOFING
C ---------------------
C CONC CAST CONCRETE
C LABEL CLASS C DOOR
CAB CABINET
CATW CATWALK
CAV CAVITY
CBB CEMENTITIOUS (BACKER)
BOARD
CD CONSTRUCTION DOCUMENTS
CDW CHILLED DRINKING WATER
CEM PLAS CEMENT PLASTER
CER CERAMIC
CF CONTRACTOR FURNISHED
CFCI CONTRACTOR FURNISHED
CONTRACTOR INSTALLED
CFE CONTRACTOR FURNISHED
EQUIPMENT
CFLG COUNTERFLASHING
CFM CUBIC FEET PER MINUTE
CFMF COLD-FORMED METAL
FRAMING
CFS CUBIC FEET PER SECOND
CG CORNER GUARD
CI CAST IRON
CIP CAST-IN-PLACE
CJ CONTROL JOINT
CL CENTER LINE
CLG CEILING
CLG DIFF CEILING DIFFUSER
CLG HT CEILING HEIGHT
CLL COLUMN LINE
CLO CLOSET
CLR COLOR
CLRM CLASSROOM
CMU CONCRETE MASONRY UNIT
CNDS CONDENSATE
CDR CARD READER
CO CLEANOUT
COL COLUMN
COMM COMMUNICATION
CONC CONCRETE
CONC FLR CONCRETE FLOOR
CONF CONFERENCE
CONT CONTINUE
COORD COORDINATE
CORR CORRIDOR
CP CONCRETE PIPE
CPT CARPET
CR CONTROL ROOM
CS CAST STONE
CSWK CASEWORK
CT CERAMIC TILE
CTB CERAMIC TILE BASE
CTF CERAMIC TILE FLOOR
CTR CENTER
CU FT CUBIC FEET
CW CASEMENT WINDOW
D ---------------------
D DEPTH
D LABEL CLASS D DOOR
DBL DOUBLE
DEMO DEMOLITION
DEPT DEPARTMENT
DET DETAIL
DIA DIAMETER
DIR DIRECTION
DIST DISTANCE
DOC DOCUMENT
DR DOOR
DS DOWNSPOUT
E ---------------------
E LABEL CLASS E DOOR
EA EACH
EF EACH FACE
EIFS EXTERIOR INSULATION AND
FINISH SYSTEM
EJ EXPANSION JOINT
ES EACH SIDE
EL ELEVATION
ELEV ELEVATOR
ENTR ENTRANCE
EPS EXPANDED POLYSTYRENE
BOARD (INSULATION)
EQ EQUAL
EWC ELECTRIC WATER COOLER
EXP EXPOSED
EXT EXTERIOR
EXT EXTINGUISHER
EXT GR EXTERIOR GRADE
F ---------------------
FA FIRE ALARM
FAAP FIRE ALARM ANNUNCIATOR
PANEL
FAS BD FASCIA BOARD
FC BRK FACE BRICK
FCO FLOOR CLEANOUT
FD FLOOR DRAIN
FDTN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FED FEDERAL
FF FINISH FACE
FFE FINISH FLOOR ELEVATION
FF EL FINISH FLOOR ELEVATION
FF INSUL FOIL BACKED INSULATION
FGL FIBERGLASS
FH FIRE HOSE
FHP FULL HEIGHT PARTITION
FIN FINISH
FIN BS FINISH BOTH SIDES
FIN FLR FINISH FLOOR
FIN GR FINISH GRADE
FIXT FIXTURE
FLDG FOLDING
FLEX FLEXIBLE
FLG FLOORING
FLMT FLUSH MOUNT
FLR FLOOR
FM FACTORY MUTUAL
FOC FACE OF CONCRETE
FOM FACE OF MASONRY
FR FIRE RESISTANT
FRG FIBER REINFORCED GYPSUM
FRMG FRAMING
FRP FIBERGLASS REINFORCED
PLASTIC
FRTW FIRE RETARDANT TREATED
WOOD
FS FEDERAL SPECIFICATION
FSTNR FASTENER
FT FEET
FTG FOOTING
FWC FABRIC WALLCOVERING
G ---------------------
G NATURAL GAS
GALV GALVANIZED
GB GRAB BAR
GFCI GOVERNMENT FURNISHED
CONTRACTOR INSTALLED
GFGI GOVERNMENT INSTALLED
GOVERNMENT INSTALLED
GFRG GLASS-FIBER-REINFORCED
GYPSUM
GLZ GLAZING
GR FL GROUND FLOOR
GUT GUTTER
GYP BD GYPSUM BOARD
GYP PLAS GYPSUM PLASTER
H ---------------------
HB HOSE BIBB
HDPE HIGH DENSITY POLYETHYLENE
HDW HARDWARE
HDWD HARDWOOD
HEPA HIGH EFFICIENCY PARTICULATE
AIR (FILTER)
HM HOLLOW METAL
HMD HOLLOW METAL DOOR
HORIZ HORIZONTAL
HT HEIGHT
HYDR HYDRAULIC
I ---------------------
IBC INTERNATIONAL BUILDING
CODE
INSUL INSULATION
INT INTERIOR
ILO IN LIEU OF
J ---------------------
JAN JANITOR
K ---------------------
KPD KEYPAD
KIT KITCHEN
KPL KICKPLATE
L ---------------------
LAM LAMINATE
LAV LAVATORY
LBR LUMBER
LBS POUND
LDG LANDING
LF LINEAR FEET (FOOT)
LIB LIBRARY
LIN LINEAR
LKR LOCKER
LOC LOCATION
LT LIGHT
LVDR LOUVER DOOR
LVR LOUVER
M ---------------------
MACH RM MACHINE ROOM
MATL MATERIAL
MAX MAXIMUM
MC MOISTURE CONTENT
MD METAL DECK
MECH MECHANICAL
MECH RM MECHANICAL ROOM
MEMB MEMBRANE
MF MILL FINISH
MFR MANUFACTURER
MID MIDDLE
MIL STD MILITARY STANDARD
MIN MINIMUM, MINUTE
MIRR MIRROR
MISC MISCELLANEOUS
MLDG MOLDING (MOULDING)
MO MASONRY OPENING
MOD MODIFY
MB MOISTURE BARRIER
MTG MOUNTING
MTL METAL
MVBL MOVABLE
MWP MEMBRANE WATERPROOFING
N ---------------------
N NORTH
NA NOT APPLICABLE
NFPA NATIONAL FIRE PROTECTION
ASSOCIATION
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NP NO PAINT
NRC NOISE REDUCTI
O -------------------
OA OVERALL
OC ON CENTER
OD OUTSIDE DIAMETER
OFD OVERFLOW DRAIN
OFF OFFICE
OGL OBSCURE GLASS
OPH OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
OPQ OPAQUE
OWSJ OPEN WEB STEEL JOIST
OPR OPERABLE
ORD OVERFLOW ROOF DRAIN
ORIG ORIGINAL
OTS OPEN TO STRUCTURE
P --------------------
PA PUBLIC ADDRESS
PAR PARAPET
PAT PATTERN
PB PULL BOX
PBD PARTICLEBOARD
PCC PRECAST CONCRETE
PCF POUNDS PER CUBIC FOOT
PCT PERCENT
PERF PERFORATED
PERIM PERIMETER
PH PHASE
PIL PILASTER
PL PROPERTY LINE
PL GL PLATE GLASS
PLAM PLASTIC LAMINATE
PLAS PLASTER
PLBG PLUMBING
PLG PILING
PLYWD PLYWOOD
PNL PANEL
PP PL PUSH/PULL PLATE
PR PAIR
PRCST PRECAST
PRKG PARKING
PS CONC PRESTRESSED CONCRETE
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT PRESSURE TREATED
PTD PAPER TOWEL DISPENSER
PTDR PAPER TOWEL DISPENSER AND
RECEPTACLE
PTN PARTITION
PWR POWER
Q --------------------
QT QUARRY TILE
QTY QUANTITY
R --------------------
RB RESILIENT BASE
RBM REINFORCED BRICK MASONRY
RBR RUBBER
RC REINFORCED CONCRETE
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
RDG INS RIGID INSULATION, SOLID
REC RECESSED
REC ROOM RECREATION ROOM
REF REFERENCE
REM REMOVABLE
REP REPAIR
REPL REPLACE
REQ REQUIRE
REQD REQUIRED
RESIL RESILIENT
REST RESTROOM
RF RESILIENT FLOORING
RFG ROOFING
RH ROOF HATCH
RHR RIGHT HAND REVERSE
RL ROOF LEADER
RLG RAILING
RM ROOM
RO ROUGH OPENING
RSD ROLLING STEEL DOOR
RV ROOF VENT
RVL REVEAL
S --------------------
SB SPLASH BLOCK
SCHED SCHEDULE
SD SMOKE DETECTOR
SF SQUARE FOOT (FEET)
SGL SINGLE
SHT MTL SHEET METAL (FLASHING)
SHTHG SHEATHING
SIM SIMILAR
SJ SCORED JOINT
SKLT SKYLIGHT
SLNT SEALANT
SMK SMOKE
SP EL SPOT ELEVATION
SPEC SPECIFICATION
SQ SQUARE
SQ YD SQUARE YARD
SST STAINLESS STEEL
ST STAIRS
STD STANDARD
STL JST STEEL JOIST
STL RF DK STEEL ROOF DECK
STOR STORAGE
STR STRINGERS
STRB/HRN STROBE/HORN
SW SIDEWALK
T --------------------
T TREAD
T/S TUB/SHOWER
TD TRENCH DRAIN
TEL TELEPHONE
TEMP TEMPORARY
THK THICKNESS
TK BD TACKBOARD
TMPD GL TEMPERED GLASS
TN TRUE NORTH
T.O. TOP OF
TOF TOP OF FOOTING
TOM TOP OF MASONRY
TOP TOP OF PARAPET
TOPO TOPOGRAPHY
TOS TOP OF SLAB
TRTD TREATED
TV TELEVISION
TYP TYPICAL
U ---------------------
UFAS UNIFORM FEDRAL ACCESSIBILITY
STANDARDS
UFC UNITED FACILITIES CRITERIA
UFGS UNITED FACILITIES GUIDE SPECIFICATIONS
UL UNDERWRITERS LABORATORIES
INCORPORATED
UPS UNINTERRUPTIBLE POWER SUPPLY
USG UNITED STATES GOVERNMENT
USGBC U.S. GREEN BUILDING COUNCIL
V ------------------------
VAV VARIABLE AIR VOLUME
W ------------------------
W/ WITH
W.P. WORK POINT
WRP WEATHER RESISTANT PANEL
WSB WATER SUPPLY BUILDING
X ------------------------
XO EXECUTIVE OFFICER
NUMBERING SYSTEM:
X-1100
DISCIPLINE:
CS - CIVIL SITE LAYOUT PLAN
CU - CIVIL SITE UTILITY PLAN
L - LANDSCAPE
A - ARCHITECTURE
G - GENERAL
V - SURVEY
FS - FIRE/LIFE SAFETY
I - INTERIORS
DRAWING TYPE
ANNOTATION CALLOUTS/DRAWING SYMBOLS
REFER TO A/E/C CAD STANDARD FOR
SHEET NUMBERING STANDARDS
REVISION
TAG
NORTH ARROW
WITH TRUE NORTH
INDICATION
ROOM TAG
ELEVATION NUMBER
SECTION
EXTERIOR ELEVATION
ENLARGEMENT,
DETAIL
LEVEL NAME
SPOT ELEVATION
SHEET NUMBER
SHEET NUMBER
SHEET NUMBER
A SHEET KEYNOTE
INTERIOR ELEVATION
SHEET NUMBER
PLAN NORTH
A101
SIM
A101
A101
1 Ref
R e f
1Ref
R e f
Name
Elevation
SHEET NUMBER WITHIN SERIES
A101
BUILDING LEVEL
Room name
1. CONTRACTOR ACKNOWLEDGES AND AGREES THAT THE DESIGN AND PLANS PREPARED AND
DELIVERED BY DESIGNER ARE PRELIMINARY IN NATURE, NOT FULLY DETAILED, SUBJECT TO
CHANGE, AND ARE NOT READY FOR CONSTRUCTION. DESIGNER IS NOT RESPONSIBLE FOR,
AND HAS NO LIABILITY FOR QUANTITY VARIANCES, AND DESIGN-BUILDER WILL NOT SEEK
REIMBURSEMENT FROM DESIGNER FOR COSTS ARISING OUT OF OR RELATED TO SUCH
VARIANCES. CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY PRICING ASSUMPTIONS AND
QUANTITY TAKE-OFFS UNDERLYING ITS PROPOSAL.
2. ANY DIMENSIONAL CHANGES (GREATER THAN +/-6") TO THE PROPOSED BUILDING FLOOR
PLAN (TO INCLUDE WALLS, GLAZING, DOORS, ETC) MUST BE IDENTIFIED TO, AND
INDIVIDUALLY APPROVED BY THE GOVERNMENT. REFER TO SPECIFICATIONS FOR
ADDITIONAL INFORMATION
3. TYPICAL DOOR SIZE TO BE 3'-0" X 7'-0". SEE BUILDING ELEVATIONS FOR SIZE OF OVERHEAD
DOORS.
4. ALL AREAS MUST MEET LIFE SAFETY EGRESS REQUIREMENTS. THE DESIGN BUILD
CONTRACTOR IS RESPONSIBLE FOR SPECIFYING SECURITY HARDWARE THAT CONFORMS TO
LIFE SAFETY CODE.
5. ALL ELEVATIONS INDICATED ON THE DRAWINGS ARE BASED ON A FIRST FLOOR DATUM OF + 100'-0" (ACTUAL ELEVATION OF 975'-0"). WHERE ITEMS ARE LABELED A.F.F. (ABOVE FINISHED
FLOOR). CONTRACTOR SHALL SET THE ITEM AS MEASURED FROM THE LOCAL FLOOR
ELEVATION.
6. ALL CEILING HEIGHTS LISTED IN THE ROOM FINISH SCHEDULE ARE FROM THE FINISH FLOOR
OF THE LISTED ROOM, UNLESS NOTED OTHERWISE.
US Army Corps of Engineers ®
SHEET ID
U S
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SAN
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A
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SAN
SAN
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
W
W
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W
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W
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G
G
G
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G G
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G G G G
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G G G
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COMM
COMM
C O
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COMM
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COMM
COMM
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COMM
COMM COMM
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C O
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COMM
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COMM
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M M C
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COMM
COMM
COMM
C
O
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M
COMM COMMC
O
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M
COMM
COMM
C
I
EE
E
E
E
E
E
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EEE
G
G
G
S D
S D
S D
SD
SD
SD
SD
SD
SD
SD
SD
S
D
S D
S D
S
D
S
D
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D
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D
S
D
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SD
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S D
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D
S A
N
S A
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N
E
E
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M
M
G
G
T
T
M
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B
M
M
S
D
EXISTING BUILDING 594
B
U
I
L
D
I
N
G
B
U
I
L
D
I
N
G
G
S
S
S
S D
W W
W
W W
W W
W
S
A
N
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
S
A
N
S
A
N
S
A
N
S
A
N
W
W
W
W
W
W W
W
W
W
W W W W W W W W W W W W W W
W W
W W
W W
W W
W W
W W
970.0
975.0
980.0
965.0
970.0
975.0
980.0
970.0
975.0
980.0
G G
G G
G G
G G
G G
G G
G G
G G
G G
G
E E
E E
E E
P
B
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
967.0
967.0
968.0
.0
965.0
964.0
966.0
966.0
.0
203+00 204+00 205+00 206+00 207+00
P T
SECURITY GATE
EXISTING FENCE
EXISTING
FENCE
PROPOSED OSS BUILDING
FFE: 975.00'
BUTLER BOULEVARD
US Army Corps of Engineers ®
SHEET ID
U S
R M
Y
C
O R
P
O
F
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
I S
S U
E
D
A T
E
C O
N T
R A
C T
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
O F
F U
I
R
B
S
E
N
E B
R A
S K
A
O M
A
S
T R
I C
T
C
A P
I T
O L
A
V E
O M
A H
A
N
E B
R A
S K
A
A
U G
U S
T
S C
H E
M A
T
S
I G
N
P
H A
I N
A L
N
N
S T
R U
C T
I O
N
O S
S S
E R
E A
F E
S G
B P
A E
C O
M
T
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H N
I C
A L
S
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V I C
E S
I N
C
B
R I A
R G
A T
E
P
K W
Y
C O
L O
R A
R
I N
G S
C
O
I D
S
C H
E M
A T
S
I G
N
D
E S
I G
N
P
H A
R A
F T
S C
H E
M A
T
S
I G
N
D
E S
I G
N
P
H A
I N
A L
S C
H E
M A
T
S
I G
N
P
H A
E A
Y
A
D V
E R
T I S
E
W F
R
S C
H E
M A
T
S
I G
N
P
H A
E A
A
D V
E R
T I S
E
R E
S U
B M
I T
T A
L
V-1000
E N
G I N
E E
R I N
G
S
I T
E
T
O P
O G
R A
P H
R
V E
Y
D
O
L O
U G
H L I N
N
B
A A
S
D
H
U G
H E
S
D
H
U G
H E
S
SURVEY NOTES
1) GRID COORDINATES ARE REFLECTED IN US SURVEY
FEET AND REFER TO THE NORTH AMERICAN DATUM of
1983 (NAD 83) STATE PLANE COORDINATE SYSTEM
FOR: NEBRASKA 2600. THEY ARE BASED ON CONTROL
POINT IH 16-03 A.
2) ELEVATIONS ARE REFLECTED IN US SURVEY FEET
AND REFER TO THE NATIONAL AMERICAN VERTICAL
DATUM OF 1988 (NAVD 88).
3) TOPOGRAPHY IS DERIVED FROM GPS/RTK AND TOTAL
STATION SURVEY METHODS.
FIELD SURVEY DATES:
PROPOSED OF71 CONSTRUCTION
DOCUMENTS - APRIL 2021
USACE - FEBRUARY 2020. (INSIDE SECURE
AREA FENCE)
LAMP RYNEARSON - NOVEMBER 18, 2020
LAMP RYNEARSON - DECEMBER 8, 2020
LAMP RYNEARSON - FEBRUARY 24, 2021
4) CONTOUR INTERVAL IS 1 US SURVEY FOOT.
5) COMBINED GRID FACTOR IS: 1 / 0.999636032.
6) ALL UTILITIES WERE LOCATED BY SURFACE
INDICATION.
SCALE: 1" = 30'-0" 15'30' 0 30'
ENGINEERING SITE/TOPOGRAPHIC SURVEY
N
PLAN
NORTH
E
V
E
V
E
V
E
V
E
V
E
V
W
G
E
V
U
N
K
N
O
W
I
L
I
T
Y
G
U
N
K
N
O
W
N
U
T
I
L
I
T
Y
M
F
F
F
F
F
F
F
F
F
F
F
M
L
ELECT
NEW
V
L
V
N
E
W
P
S
N
E
W
DW
US Army Corps of Engineers ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
O F
F U
R
S
E
N
E B
R A
S K
A
O M
A
S
T R
I C
T
C
A P
I T
O L
A
V E
O M
A H
A
N
E B
R A
S K
A
A
U G
U S
T
S C
H E
M A
T
S
I G
N
P
H A
I N
A L
N
N
S T
R U
C T
I O
N
O S
S S
E R
E A
F E
S G
B P
A E
C O
M
T
E C
H N
I C
A L
S
E R
V I C
E S
I N
C
B
R I A
R G
A T
E
P
K W
Y
C O
L O
R A
R
I N
G S
C
O
I D
S
C H
E M
A T
S
I G
N
D
E S
I G
N
P
H A
R A
F T
S C
H E
M A
T
S
I G
N
D
E S
I G
N
P
H A
I N
A L
S C
H E
M A
T
S
I G
N
P
H A
E A
A
D V
E R
T I S
E
W F
R
S C
H E
M A
T
S
I G
N
P
H A
E A
A
D V
E R
T I S
E
R E
S U
B M
I T
T A
L
C-1000
S I T
E S
E C
U R
E
A
R E
A
S
E C
U R
I T
Y
P
L A
N
P H
A S
E
PERIMETER FENCE
BY OTHERS
SECURITY
GATE
SECURITY GATE
BUTLER BLVD
N I G
H T
W A
T C
H
A
V E
LO
O
K
IN
G G
LA
S
S A
V E
R E
C O
N
R
D
BUILDING
SITE/SECURE AREA SECURITY PLAN PHASE 1
N
200'200' 100'SCALE: 1" = 200'
D
O
L O
U G
H L I N
N
B
A A
S
D
H
U G
H E
S
D
H
U G
H E
S
C
U
N
N
I
N
G
H
M
SECURITY GATE
N K
O
N C
D C
S
CONTRACTOR LAYDOWN
AND PARKING AREA
B
U
T
L
L
V
D
SITE LOCATION
FUTURE ALTERNATE
CONSTRUCTION
ENTRANCE
CONTRACTOR'S ENTRANCE
AND EXIT VIA EAST GATE
PLAN
NORTH
SECURITY GATE
EXISTING BASE PERIMETER FENCE
W
GG
L
DW
US Army Corps of Engineers ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
O F
F U
R
S
E
N
E B
R A
S K
A
O M
A
S
T R
I C
T
C
A P
I T
O L
A
V E
O M
A H
A
N
E B
R A
S K
A
A
U G
U S
T
S C
H E
M A
T
S
I G
N
P
H A
I N
A L
N
N
S T
R U
C T
I O
N
O S
S S
E R
E A
F E
S G
B P
A E
C O
M
T
E C
H N
I C
A L
S
E R
V I C
E S
I N
C
B
R I A
R G
A T
E
P
K W
Y
C O
L O
R A
R
I N
G S
C
O
I D
S
C H
E M
A T
S
I G
N
D
E S
I G
N
P
H A
R A
F T
S C
H E
M A
T
S
I G
N
D
E S
I G
N
P
H A
I N
A L
S C
H E
M A
T
S
I G
N
P
H A
E A
A
D V
E R
T I S
E
W F
R
S C
H E
M A
T
S
I G
N
P
H A
E A
A
D V
E R
T I S
E
R E
S U
B M
I T
T A
L
C-1001
S I T
E S
E C
U R
E
A
R E
A
S
E C
U R
I T
Y
P
L A
N
P H
A S
E
PERIMETER FENCE
BY OTHERS
C
U
N
N
I
N
G
H
M
N I G
H T
W A
T C
H
A
V E
LO
O
K
IN
G G
LA
S
S A
V E
R E
C O
N
R
D
B
U
T
L
V
D
BUILDING
SITE/SECURE AREA SECURITY PLAN PHASE 2
N
200'200' 100'SCALE: 1" = 200'
D
O
L O
U G
H L I N
N
B
A A
S
D
H
U G
H E
S
D
H
U G
H E
S
BUTLER BLVD
GENERAL NOTES:
A. PENDING COMPLETION OF THE SECURITY CAMPUS, THE TEMPORARY PERIMETER FENCE SHALL BE
RELOCATED TO THE LAYOUT SHOWN HERE. THIS WILL PLACE THE OSS/SERE FACILITY WITHIN THE
SECURED PERIMETER FENCE. CONTRACTOR ACCESS WILL BE PROVIDED AT THE OFFUTT VISITOR
CONTROL CENTER. CUNNINGHAM ROAD ACCESS WILL REMAIN FOR THE NKO/DCS DB CONTRACTOR ONLY.
N K
O
N C
D C
S
CONTRACTOR LAYDOWN
AND PARKING AREA
SITE LOCATION
PLAN
NORTH
CONTRACTOR'S
ENTRANCE FROM
OFFUTT VISITOR
CONTROL CENTER
SECURITY GATE
EXISTING BASE PERIMETER FENCE
NOTE: STANDARD CURB SHAPE OF THE STATE IN WHICH
THE PROJECT IS LOCATED MAY BE SUBSTITUTED.
CURB AND GUTTER
N.T.S.
C-5000
THE BOTTOM OF THE CURB AND
GUTTER MAY BE CONSTRUCTED
PARALLEL TO THE SLOPE OF
SUBSURFACE COURSES PROVIDED
A MINIMUM THICKNESS OF 7" IS
MAINTAINED.
COMPACTED
SUBGRADE
6" 1'-6"
2" RADIUS (SEE NOTE)
4"
FINISHED GRADE
R
R
R
T
Y
P
T
O
E
D G
E
M
T
6"
6"
6"
4'-6" STANDARD ABA STALLS
5'-6" VAN ABA STALLS
5'-0"
C-5000
N.T.S.
HANDICAPPED PARKING DETAIL
PAINT WHITE
PAINT BLUE
1"
20"
12"9°
L
C PARKING STALL
PAINT WHITE
4" WIDE
BLUE
STRIPING
C-5000
C I V
T
A I L
S
M I S
C E
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D
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N
B
A A
S
D
H
U G
H E
S
D
H
U G
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S
US Army Corps of Engineers ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
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2 3 4 5 6 7 8 9 10
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AutoCAD SHX Text Z
N.T.S.
SECTION
X
XX
APPROX. WT. - 565 LBS.
HALF PLAN
39-1/2"
32-1/4"1/4"
1/4"
1-1/2"
1"
30"
2"
2-7/8"
LARGE LETTER "D"
CAST INTO CENTER
OF ALL COVERS
1" DIA. LIFT HOLE
MANHOLE COVER & FRAME
MCF-30-HD
C-5001
#4 DOWELS TO MATCH
WALL REINFORCEMENT
#4 AT 12" O.C. EW
MIDDLE OF SLAB
6" WATERSTOP
CONTINUOUS
INV ELEV OF CB IS INV
ELEV OF OUTLET
2" X 4"
KEY JT.
STEP AT
16" O.C.
6"
V A
R I E
S
FLOW
STORM DRAIN PIPE
3'-0" SQUARE
8"
ROUNDED ENTRANCE
#4 AT 12" O.C. EW
MIDDLE OF SLAB
1" GROUT
FRAME AND COVER
FINISHED GRADE
6"
N.T.S.
CATCH BASIN
C-5001
FLOW
WALLS TO BE 12" THICK FOR
PORTION BELOW 12'-0" DEPTH
SECTION
FLOW
M
I N
4"
MANHOLE
N.T.S.
PLAN
C-5001
BENCH
BENCH
GUTTER
1" GROUT
MANHOLE STEPS AT 16" MAX OC
TOP OF BENCH AT CROWN OF PIPES
ROUNDED ENTRANCE
INVERT ELEV OF MANHOLE IS
INVERT ELEV OF OUTLET
#4 AT 12" O.C. E.W. 3" MIN. CLEARCONCRETE FOOTING
1" CEMENT MORTAR FINISH IN
OPEN GUTTER
CROWN OF INLET AND OUTLET
PIPES TO BE SAME ELEVATION
FINISHED GRADE
MANHOLE FRAME AND COVER
4'-0" DIA. FOR DEPTHS 5'-0"
AND GREATER TO INVERT
3'-0" DIA. FOR DEPTHS
UNDER 5'-0" TO INVERT
MODIFY OPEN GUTTER TO
SUIT PIPE LOCATIONS
SLOPE-1" PER FOOT
SQUARE FOOTING MAY BE
USED IF DESIRED
C-5001
C I V
T
A I L
S
D R
A I N
A G
E
D
O
L O
U G
H L I N
N
B
A A
S
D
H
U G
H E
S
D
H
U G
H E
S
US Army Corps of Engineers ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
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B M
I T
T E
D
B
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S I Z
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C H
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B
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S I
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S U
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C O
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R A
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N
N
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2 3 4 5 6 7 8 9 10
F
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C
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AutoCAD SHX Text
C
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V
P
B
W
W
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W
W
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W
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P
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C
I
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BUTLER BOULEVARD
W
G
G
T
T
M
M
M
C
B
M
M
EXISTING BUILDING 594
B
U
I
L
D
I
B
U
I
L
D
I
N
G
S
S
S
970.0
975.0
980.0
965.0
970.0
975.0
980.0
970.0
975.0
980.0
967.0
967.0
968.0
.0
965.0
964.0
966.0
966.0
.0
DW
203+00 204+00 205+00 206+00 207+00
P T
PCC PAVING
PCC
SIDEWALK
20' WIDE COMPACTED ASPHALT
MILLINGS PAVED FIRE LANE
AIR COOLED CHILLER
PAD. ELV 975.00
TRANSFORMER PAD AS
REQUIRED. ELV 975.00
RELOCATED PERIMETER
FENCE (BY OTHERS)
PERIMETER FENCING
TRASH AND RECYCLING
ENCLOSURE
BOC ELV: 965.39'
BUTLER BOULEVARD
HMA
PAVING
PROVIDE MINIMUM 36
PARKING STALLS INCLUDING
ABA PARKING AS REQUIRED
PCC CURB
AND GUTTER
ABA PARKING
AS REQUIRED
HMA
PAVING
ABA ACCESSIBLE
RAMP
US Army Corps of Engineers ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
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B M
I T
T E
D
B
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E
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2 3 4 5 6 7 8 9 10
F
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N
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CS1000
S I T
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P
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SCALE: 1" = 30'-0" 15'30' 0 30'
SITE PLAN/SITE LAYOUT
N
A. DEMOLITION AND SITE PREPARATION OFFUTT
FLOOD RECOVERY (FY19 & FY20) (OF71)
RESPONSIBLE FOR RELOCATION OF THE
PERIMETER FENCE WEST OF THE OSS/SERE
FACILITY.
B. ALL SIDEWALKS SHALL BE ABA COMPLIANT.
ALIGN SIDEWALK LEADING TO BUTLER BLVD
WITH THE EXISTING SIDEWALK NORTH OF
BUTLER BLVD.
C. DB CONTRACTOR WILL NEED TO DESIGN
GRADING AND DRAINAGE TO MEET FACILITY
REQUIREMENTS. CONTOURS SHOW THE
SURCHARGE PROVIDED BY OF71. DB
CONTRACTOR MAY USE SURCHARGE FOR
FILL AND FINAL GRADING OF THE SITE.
GENERAL NOTES:
D
O
L O
U G
H L I N
N
B
A A
S
D
H
U G
H E
S
D
H
U G
H E
S
LEGEND:
PCC PAVING
HMA PAVING
COMPACTED ASPHALT MILLINGS
PCC SIDEWALK
BOLLARDS
LIGHT FIXTURE
C
O
M
E
V
P
B
T
P
B
E
P
B
S
S
D
D
C
B
M
W
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C
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W
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C
B
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C
B
C
C
C
B
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W
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W
M
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N
S A
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A N
S A
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A N
S A
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N
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A
N
S
A
N
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A
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A
N
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A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
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SAN
SAN
S
A
N
S
A
N
S
A
N
SAN
SAN
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
G
G
G
G
G
G
G G
G
G G
G G G G
G
G
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COMM
C O
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COMM
COMM
C O
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COMM
C O
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COMM
COMM
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COMM COMM
COMM
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G
G
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SD
SD
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SD
SD
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D
S
D
S
D
S
D
S
D
SD
SD
SD
SD
SD
SD
S D
S D
S
D
S A
N
S A
N
S
A
N
S
A
N
E
E
E
M
M
G
G
T
T
M
M
M
C
B
M
M
S
D
EXISTING BUILDING 594
B
U
I
L
D
I
B
U
I
L
D
I
N
G
G
S
S
S
S D
W W
W
W W
W W
W
S
A
N
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
S
A
N
S
A
N
S
A
N
S
A
N
W
W
W
W
W
W W
W
W
W
W W W W W W W W W W W W W W
W W
W W
W W
W W
W W
W W
970.0
975.0
980.0
965.0
970.0
975.0
980.0
970.0
975.0
980.0
G G
G G
G G
G G
G G
G G
G G
G G
G G
G
E E
E E
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B
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967.0
967.0
968.0
.0
965.0
964.0
966.0
966.0
.0
DW
SAN
S A
N S
A N
S A
N S
A N
S A
N
S A
N
S A
N
W W
W W
W W
W W
W W
W W
W
WW
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C
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C O
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C O
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C O
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C O
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C O
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S D
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S D
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SD SD SD SD SD SD
S D
S D
S D
S D
S D
S D
S D
E
E E
E
E
ADJUST
STORM SEWER
INLET TOP
SANITARY
SEWER
MANHOLE
COMMUNICATIONS
MANHOLE
AIR COOLED CHILLER
PAD. ELV 975.00
TRANSFORMER PAD AS
REQUIRED. ELV 975.00
SEE NOTE B
CONNECT TO
EXISTING
MANHOLES
RELOCATED PERIMETER
FENCE (BY OTHERS)
PROTECT EXTRACTION WELL
HF2C-PW1 IN PLACE
SEE NOTE C
203+00 204+00 205+00 206+00 207+00
P T
ABANDONDED IN PLACE
PROTECT IN PLACE
ADJUST FIRE
HYDRANT TO
GRADE
ADJUST
COMMUNICATIONS
MANHOLE TO
GRADE
BUTLER BOULEVARD
CONNECT INTERIOR
ROOF DRAIN TO
STORM SEWER
ELECTRICAL
MANHOLE
POST INDICATOR VALVE
SUPPLIES BOTH DOMESTIC
AND FIRE WATER
INSTALL NEW FIRE
HYDRANT PER UFC 3-600-01
US Army Corps of Engineers ®
SHEET ID
M
Y
C
O R
E
N G
I N
E E
R S
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
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A N
S I
D
I S
S U
E
D
A T
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C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
O F
F U
R
S
E
N
E B
R A
S K
A
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A
S
T R
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C
A P
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A
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A H
A
N
E B
R A
S K
A
A
U G
U S
T
S C
H E
M A
T
S
I G
N
P
H A
I N
A L
N
N
S T
R U
C T
I O
N
O S
S S
E R
E A
F E
S G
B P
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C O
M
T
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H N
I C
A L
S
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V I C
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I N
C
B
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A T
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P
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C O
L O
R A
R
I N
G S
C
O
I D
S
C H
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A T
S
I G
N
D
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N
P
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F T
S C
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N
D
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N
P
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A L
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N
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U
T I L
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Y
L
A Y
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T
SCALE: 1" = 30'-0" 15'30' 0 30'
SITE UTILITY PLAN/SITE UTILITY LAYOUT
N
LEGEND:
PCC PAVING
HMA PAVING
COMPACTED ASPHALT MILLINGS
PCC SIDEWALK
COMMUNICATIONS SERVICE
SANITARY SERVICE
WATER SERVICE
ELECTRICAL SERVICE
GAS SERVICE
STORM SERVICE
ROOF DRAIN WITH CLEANOUT
BOLLARDS
SANITARY MANHOLE
ELECTRICAL MANHOLE
POST INDICATOR VALVE
COMMUNICATIONS MANHOLE
LIGHT FIXTURE
COMM
S
COMM
SAN
W
E
G
SD
A. DEMOLITION AND SITE PREPARATION OFFUTT
FLOOD RECOVERY (FY19 & FY20) (OF71)
RESPONSIBLE FOR RELOCATION OF THE
PERIMETER FENCE WEST OF THE OSS/SERE
FACILITY.
B. COORDINATE ELECTRICAL SERVICE
CONNECTION WITH OMAHA PUBLIC POWER
DISTRICT (OPPD). OPPD WILL PROVIDE THE
TRANSFORMER FOR THE OSS/SERE FACILITY.
C. LIGHTING FIXTURES FOR REFERENCE ONLY.
DESIGN OF PARKING LOT LIGHTING AND
PHOTOMETRIC LAYOUT TO BE DESIGNED IN
COORDINATION WITH OPPD. DB
CONTRACTOR TO PROVIDE LIGHT POLE
BASES, RACEWAYS, AND GROUNDING PER
OPPD STANDARD.
GENERAL NOTES:
D
O
L O
U G
H L I N
N
B
A A
S
D
H
U G
H E
S
D
H
U G
H E
S
SD SD
E
DW
SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
W W
W W
W W
W W
W W
W W
W
WW
EEE
E E
E E
E
E
E
E E
E E
E E
E E
E E
G G
G
G
G G
G G
G G
G G
G
S
S
E
COMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
SD
SD
SD
SD
SD
SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
E
E E
E
E
EV
COM
EV
PB
W
W
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W
W
W
W
W
E
PB
S
S
D
D C
CB
D
T
MW
M
MM
T
CB
T
C
C CB
W
MW
MW
MW
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SAN
SAN
SAN
SAN SAN SAN
SAN
SAN
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
W W
W W
W
W W
W
W
W W
W W
W
W
WW
G G
G
G G G G G G G G G G G G G G G G G G G G
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E
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EEEEEEEEEEEEEEEE
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COMM
COMM
COMMCOMMCOMM
COMM
COMM
COMM
COMM COMM COMM
COMM COMM COMM COMM COMM COMM COMM COMMCOMM COMM COMM COMM COMM COMM COMM COMM COMMCOMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
COMM COMM COMM
C O
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COMM COMM COMM COMM COMM COMM COMM COMM COMMCOMM COMM COMM COMM
CI
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G
G
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SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD SD SD SD SD SD
SD
SD
SD
SA
N
SA
N
EEE
MM
W
G
G
T
T
M
M
SD
W W
W
W W
W W
W
SAN SAN SAN SAN SAN SAN SAN
SAN
SAN
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
G G G G G G G G G G G G G G G G G G G G EEEEEE EEEEEEEEEEEEEEE US Army Corps of Engineers ®
SHEET ID
U S
AR
M
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IN
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N
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D
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SU
BM
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D B
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SI
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C H
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D B
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N N
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2 3 4 5 6 7 8 9 10
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N P
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(3 5%
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N
SCALE: 1" = 30'-0" 15'30' 0 30'
PLAN NORTH
LANDSCAPE PLAN
BUTLER BLVD
ORNAMENTAL TREE, TYP.
EVERGREEN TREE, TYP.COLORED CONCRETE PAVING
SHADE TREE, TYP.
(3) BIKE RACK
SEEDING AREA
LEGEND:
COMMUNICATIONS SERVICE
SANITARY SERVICE
WATER SERVICE
FIRE WATER SERVICE
ELECTRICAL SERVICE
GAS SERVICE
BOLLARDS
SANITARY MANHOLE
COMMUNICATIONS MANHOLE
COMM
SAN
W
F
E
G
SHADE TREE
ORNAMENTAL TREE
EVERGREEN TREE
PRECAST COLOR CONCRETE BENCH
BIKE RACK
COLORED CONCRETE
COBBLESTONE ROCK MULCH
PRECAST COLOR CONCRETE BENCH, TYP.
SEEDING AREA
SEEDING AREA
EXISTING TREE-TO REMAIN
S
C
LIGHT POLE
TRASH ENCLOSURE
L-1001
NOTES:
1. SEEDING TO EXTEND TO LIMIT OF DISTURBED AREA.
2. PROVIDE ONLY DROUGHT TOLERANT TREES AND
NATIVE SEED.
LA
N
D
SC
AP
E
PL
AN
PROVIDE 10'-0" CLEAR ZONE AROUND
AIR COOLED CHILLER FOR VENTILATION.
EDGE OF MATURE TREES TO BE A
MINIMUM OF 10'-0" FROM THE FACE OF
THE COOLING TOWER.
PROTECTION FROM HAZARDS, VERTICAL OPENINGS, & FIRE RATED SEPARATION
FIRE PROTECTION
MEANS OF EGRESS
OSS / SERE BUILDING CODE ANALYSIS
USE AND OCCUPANCY CLASSIFICATION
CONSTRUCTION TYPE
ALLOWABLE AREA
ALLOWABLE HEIGHT
FIRE RESISTANCE RATING
APPLICABLE CODES & STANDARDS
UNITED FACILITIES CRITERIA (UFC)
UFC 1-200-01 DOD BUILDING CODE (GENERAL BUILDING REQUIREMENTS) (2019; Change 1, 2020) UFC 1-200-02 High Performance and Sustainable Building Requirements (2020; Change 2, 2022) UFC 3-101-01 Architecture (2020; Change 1, 2021) UFC 3-301-01 Structural Engineering (2019; Change 1, 2022) UFC 3-410-01 Mechanical Engineering (2013; Change 8, 2021) UFC 3-420-01 Plumbing Systems (2021) UFC 3-501-01 Electrical Engineering (2015; Change 1, 2019) UFC 3-600-01 Fire Protection Engineering for Facilities (2016; Change 6, 2021) UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings (2018; Change 2, 2022) UFC 4-021-01 Design and O&M: Mass Notification Systems (2008; Change 1, 2010)
U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)
29 CFR 1910 Occupational Safety and Health Standards 36 CFR 1191 Architectural Barriers Act (ABA) Accessibility Guidelines
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)
NFPA 1 Uniform Fire Code (2021; TIA 21-1 2020; TIA 21-2 2020;TIA 21-3 2020;TIA 21-4 2020; ERRATA
1-21-1 2020) NFPA 10 Standard for Portable Fire Extinguishers (2022; ERRATA 10-22-1 2021) NFPA 13 Standard for the Installation of Sprinkler Systems (2022; TIA 22-1 2021; TIA 22-2 2021; TIA 22-3
2021; TIA 22-4 2021; ERRATA 13-22-1 2021; ERRATA 13-22-2 2022; ERRATA 13-22-3)
NFPA 54 National Fuel Gas Code (2021) NFPA 70 National Electrical Code (2020; TIA 20-1 2019; TIA 20-2 2019; TIA 20-3 2019; TIA 20-4 2019;
ERRATA 70-20-1 2019; ERRATA 70-20-2 2019;ERRATA 70-20-3 2020; ERRATA 70-20-4 2021) NFPA 72 National Fire Alarm and Signaling Code (2022; TIA 22-1 2021; TIA 22-2 2021; TIA 22-3 2021) NFPA 90A Standard for the Installation of Air-Conditioning and Ventilation Systems (2021) NFPA 101 Life Safety Code (2021; TIA 21-1 2021)
INTERNATIONAL CODE COUNCIL (ICC)
ICC IBC International Building Code (2018) ICC IMC International Mechanical Code (2018) As referenced in the UFC's ICC IPC International Plumbing Code (2018) As referenced in the UFC's
ENGINEERING TECHNICAL LETTER (ETL)
ETL 01-18 Fire Protection Engineering - Electronic Equipment Installations (2001)
PRIMARY S-2 2018 IBC SECTION 311.1
STORAGE 2021 NFPA 101 CHAPTER 42
ACCESSORY B (OFFICE) 2018 IBC SECTION 304.1
BUSINESS 2021 NFPA 101 CHAPTER 38
4,264 SF (9%) ACCESSORY USE SINCE LESS
THAN 10% OF TOTAL FLOOR
AREA PER 2018 IBC SECTION
508.2
CONSTRUCTION TYPE II-B 2018 IBC SECTION 602.2
BUILDING AREA 47,743 GSF TOTAL AREA PER 2018 IBC SECTION 202
ALLOWABLE AREA 104,000 GSF 2018 IBC TABLE 506.2 (S-2, S-1, TYPE II-B)
BUILDING HEIGHT 30 FEET
ALLOWABLE HEIGHT 75 FEET 2018 IBC TABLE 504.3 (II-B, S-2, S)
NUMBER OF STORIES ONE
ALLOWABLE NO. OF STORIES FOUR 2018 IBC TABLE 504.4 (II-B, S-2, S)
FIRE RESISTANCE RATING REQUIRED FOR BUILDING ELEMENTS 2018 IBC TABLE 601 (II-B)
PRIMARY STRUCTURAL FRAME 0 HR
BEARING WALL 0 HR
INTERIOR NON-BEARING WALL 0 HR
FLOOR CONSTRUCTION 0 HR
ROOF CONSTRUCTION 0 HR
FIRE RESISTANCE RATING REQUIRED FOR EXTERIOR WALLS 2018 IBC TABLE 602 (S-2)
FIRE SEPARATION DISTANCE = X 10<X<30
FIRE RESISTANCE RATING 0 HR
CORRIDOR WALLS NOT RATED 2021 NFPA 101 SECTION 42.3.6
AUTOMATIC SPRINKLERS REQUIRED UFC 3-600-01 PARAGRAPH 9-7.2.1.2 (SINGLE
STORY, TYPE II, GREATER THAN 15,000 SF)
STANDPIPES NOT REQUIRED UFC 3-600-01 PARAGRAPHS 9-10.2.2 (SINGLE
STORY, NO SPACE MORE THAN 450 FEET TO
EXIT
FIRE ALARM REQUIRED UFC 3-600-01 PARAGRAPH 9-18.1
FIRE EXTINGUISHERS S2 OCCUPANCY - NOT REQUIRED 2021 NFPA 101 SECTION 28.3.5.8 (CHAPTER 42)
B OCCUPANCY - REQUIRED 2021 NFPA 101 SECTION 38.3.5
PER 2021 NFPA 101 SECTION 9.9 - WHERE REQUIRED, PORTABLE FIRE EXTINGUISHERS
SHALL BE SELECTED, INSTALLED, INSPECTED AND MAINTAINED IN ACCORDANCE WITH
NFPA 10
STORAGE ALL STORAGE RACKS TO BE UNDER 12'-0" IN HEIGHT WHICH IS BELOW THE DEFINITION OF
HIGH PILED STORAGE PER 2018 IFC
NUMBER OF MEANS OF EGRESS
IN ORDINARY HAZARD STORAGE OCCUPANCIES, A SINGLE MEANS OF 2021 NFPA 101 SECTION 42.2.4.1
EGRESS SHALL BE PERMITTED FROM ANY STORY OR SECTION,
PROVIDED THAT THE EXIT CAN BE REACHED WITHIN THE DISTANCE
PERMITTED AS A COMMON PATH OF TRAVEL.
MEANS OF EGRESS COMPONENTS
DEAD-END CORRIDOR 100 FT (ORDINARY HAZARD, FULLY SPRINKLED) 2021 NFPA 101 SECTION 42.2.5
COMMON PATH OF TRAVEL 100 FT (ORDINARY HAZARD, FULLY SPRINKLED) 2021 NFPA 101 SECTION 42.2.5
EXIT TRAVEL DISTANCE 400 FT (ORDINARY HAZARD, FULLY SPRINKLED) 2021 NFPA 101 SECTION 42.2.6
REQUIRED EGRESS WIDTH
LEVEL COMPONENTS AND RAMPS 0.2 INCH/PERSON 2021 NFPA 101 SECTION 7.3.3.1
MIN. CORRIDOR WIDTH 44 INCHES 2021 NFPA 101 SECTION 28.2.3.3
MIN. EGRESS WIDTH 36 INCHES 2021 NFPA 101 SECTION 7.3.4(2)
ACCESSIBLE MEANS OF EGRESS REQUIRED UFC 3-600-01 SECTION 10-7.1
WHEN MORE THAN ONE MEANS OF EGRESS IS UFC 3-600-01 SECTION 10-7.1.1
REQUIRED FROM THE SPACE, EACH ACCESSIBLE
AREA MUST BE PROVIDED WITH AT LEAST TWO
ACCESSIBLE MEANS OF EGRESS
ACCESSIBLE MEANS OF EGRESS ARE REQUIRED UFC 3-600-01 SECTION 10-7.2
TO BE CONTINUOUS TO A PUBLIC WAY OR AREA
OF REFUGE AND MUST CONSIST OF AT LEAST
ONE OF THE FOLLOWING COMPONENTS:
ACCESSIBLE ROUTES, ENCLOSED EXIT
STAIRWAY, ACCESSIBLE ELEVATOR, PLATFORM LIFT,
HORIZONTAL EXIT, OR SMOKE BARRIER
TOTAL PROGRAM AREA 47,996 GSF PER UFC 3-101-01 SECTION 4-2
ALLOWABLE PROGRAM AREA 48,000 GSF PER DD 1391
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
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S U
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A N
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IS
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D A
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C O
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N O
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IT
A
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N N
O
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2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
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D E
S C
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IP
T
IO
N
D R
A W
N B
Y
FS1100
C O
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A N
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S
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IC
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F F
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F
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A
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IN
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IN
G M
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W F
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IG
N
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IG
N
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106 107 108A
120A
120D
104B
120B
120E
102104
108B
FE
FE
F E
FE
113A
113B
121A
120C
120F
120G
109A
60'-0"< 100'-0"
MAX COMMON
PATH OF EGRESS
60'-0"< 100'-0"
MAX COMMON
PATH OF EGRESS 59
'-0
=1 9'
-8
54'-0" > 19'-8"
FIRE
EXTINGUISHER
FIRE
EXTINGUISHER
FIRE
EXTINGUISHER
FIRE
EXTINGUISHER
104A
68'-0"< 100'-0"MAX COMMONPATH OF EGRESS
M A
X C
O M
M O
N P
A T
H O
F E
G R
E S
S
MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES
(UFC 3-420-01 SECTION 4-5.3 & 2018 IPC TABLE 403.1 (B-OCCUPANCY))
ADJUSTED OCCUPANT LOAD FOR PLUMBING FIXTURES
TOTAL FEMALE OCCUPANTS (40%)
TOTAL WATER CLOSETS (1/25, UP TO 50, THEN 1/50)
TOTAL LAVATORIES (1/40 UP TO 80, THEN 1/80)
TOTAL MALE OCCUPANTS (60%)
TOTAL WATER CLOSETS (1/25, UP TO 50, THEN 1/50)
TOTAL LAVATORIES (1/40 UP TO 80, THEN 1/80)
TOTAL DRINKING FOUNTAINS (1/100)
TOTAL SERVICE SINKS (1 PER FLOOR)
REQUIRED PROVIDED
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
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N E
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1/16" = 1'-0"1
LEVEL 1 LIFE SAFETY PLAN
OCCUPANCY TABULATION (UFC 3-600-01 TABLE 10-1 AND 2018 NFPA TABLE 7.3.1.2)
ROOM
NO. ROOM NAME
AREA
(SF) USE OF SPACE
OCCUPANCY
CLASSIFICATION
OCCUPANT
LOAD FACTOR
(SF/ PERSON)
OCCUPANT
LOAD
OCCUPANT
LOAD
(ADJUSTED) NOTES
100 VEST 42 SF A
101 CORRIDOR 231 SF
101A CORRIDOR 407 SF
101B CORRIDOR 591 SF
101C CORRIDOR 774 SF
102 CUSTOMER SERVICE 827 SF BUSINESS B 150 5.51 6
103 FLIGHTLINE STORAGE 7600 SF STORAGE S-2 500 15.20 16
104 CHEMICAL SHOP 1710 SF BUSINESS B 150 11.40 12
104A CHEMICAL STORAGE 6538 SF
104B CHEMICAL OFFICE 148 SF BUSINESS B 150 0.99 1
105 VEST 63 SF A
106 AFE CC OFFICE 224 SF BUSINESS B 150 1.49 2
107 AFE QA OFFICE 165 SF BUSINESS B 150 1.10 2
108A TRAINING 124 SF BUSINESS B 150 0.83 1
108B TRAINING 124 SF BUSINESS B 150 0.83 1
109 LOGISTICS / SUPPLY 3498 SF STORAGE S-2 500 7.00 7
109A LOGISTICS OFFICE 121 SF BUSINESS B 150 0.81 1
110 ELEC 75 SF ACCESSORY - ELEC 300 0.25 1
111 COMM 150 SF ACCESSORY - TELCOM 300 0.50 1
112 SR/FL OFFICE 174 SF BUSINESS B 150 1.16 2
113 AFE FLIGHTLINE OPS 3404 SF BUSINESS B 150 22.69 23
113A ELEC 70 SF ACCESSORY - ELEC 300 0.23 1
113B FL OFFICE 125 SF BUSINESS B 150 0.84 1
114 AFE FLIGHTLINE EQUIPMENT 2978 SF STORAGE S-2 500 5.96 6
115 MEN'S RESTROOM 157 SF A
116 COMPRESSOR 25 SF A
117 JANITOR 49 SF 0 A
118 WOMEN'S RESTROOM 142 SF A
119 ACCA WAREHOUSE 3141 SF STORAGE S-2 500 6.28 7
120 SERE EQUIPMENT STORAGE 4302 SF STORAGE S-2 500 8.60 9
120A WASH BAY 1038 SF STORAGE S-2 500 2.08 3
120B EXT EQUIP WORK AREA 1062 SF STORAGE S-2 500 2.12 3
120C UNISEX RR 62 SF A
120D UNISEX RR 62 SF A
120E SHOWER 35 SF A
120F SHOWER 35 SF A
120G ELEC 55 SF ACCESSORY - ELEC 300 0.18 1
121 CLASS ROOM 1783 SF CLASSROOM B 20 89.17 90 B
121A AFE INSTRUCTOR OFFICE 142 SF BUSINESS B 150 0.95 1
122 SERE QA 198 SF BUSINESS B 150 1.32 2
123 BREAK ROOM 401 SF ASSEMBLY B 15 26.72 27 B
124 SERE CC 216 SF BUSINESS B 150 1.44 2
125 VEST 45 SF A
126 ELEC 392 SF ACCESSORY - ELEC 300 1.31 2
127 MECH 1142 SF ACCESSORY - MECH 300 3.81 4
GRAND TOTAL: 45 44644 SF 235
PLAN NORTH
0 16'8' 32'
NOTE:
A- UNOCCUPIED SPACES
B- NOT INCLUDED IN THE PLUMBING CALCULATION SINCE SPACE TO BE
USED BY RELOCATED OCCUPANTS WITHIN THE BUILDING
S
C H
E M
A T
IC
D
E S
IG
N
D
E S
IG
N
P H
A S
E
D R
A F
T
/0
/2
S
C H
E M
A T
IC
D
E S
IG
N
D
E S
IG
N
P H
A S
E
F
IN
A L
/0
/2
S
C H
E M
A T
IC
D
E S
IG
N
P H
A S
E
R E
A D
Y T
O A
D V
E R
T
IS
E
/1
/2
S
C H
E M
A T
IC
D
E S
IG
N
P H
A S
E
R E
A D
Y T
O A
D V
E R
T
IS
E
R E
S U
B M
IT
T
A L
/3
/2
A-2002
A-2001
A-2002
A-2001
CUSTOMER
SERVICE
FLIGHTLINE
STORAGE
MECH
EXT EQUIP
WORK
AREA
120B
WASH BAY
120A
A-3001
218' - 0"
AFE CC
OFFICE
AFE QA
OFFICE
TRAINING
108A
COMM
UNISEX RR
120D
SR/FL
OFFICE
VEST
CHEMICAL
OFFICE
104B
SHOWER
120E
VEST
CHEMICAL
SHOP
TRAINING
108B
ELEC
LOGISTICS /
SUPPLY
ACCA
WAREHOUSE
AFE
FLIGHTLINE
EQUIPMENT
AFE
FLIGHTLINE
OPS
WOMEN'S
RESTROOM
MEN'S
RESTROOM
ELEC
CLASS
ROOM
AFE
INSTRUCTOR
OFFICE
121A
ELEC
113A
SERE CC
BREAK
ROOM
SHOWER
120F
UNISEX RR
120C
JANITOR
FL OFFICE
113B
LOGISTICS
OFFICE
109A
ELEC
120G
COMPRESSOR
SERE QA
SERE
EQUIPMENT
STORAGE
VEST
213' - 0" 5' - 0"
A -9000
A -9000
CHEMICAL
STORAGE
104A
77' - 9" 47' - 4" 92' - 10"
C O
R R
ID
O
R A
CORRIDOR
CORRIDOR
101B
C O
R R
ID
O
R C
1/16" = 1'-0"1
LEVEL 1 OVERALL FLOOR PLAN
PLAN NORTH
0 16'8' 32'
AREA1
AREA 2
KEY PLAN
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
D R
A W
N B
Y
A-1100
OSS/SERE
L E
V E
L
O V
E R
A
O
O R
P L A
N
S C
H E
M A
T
IC
D E
S
IG
N
P
H A
S E
R
E A
D Y
T O
A D
V E
R T
IS
E
O
F F
U T
T A
IR
F
O R
C E
B A
S E
N
E B
R A
S K
A O
M A
T
R
IC
T C
A P
IT
O
L A
V E
O M
A H
A N
E B
R A
S K
A
A E
C O
M T
E C
H N
IC
A
L S
E R
V
IC
E S
IN
C B
R
IA
R G
A T
E P
K W
Y C
O L O
R A
D O
S P
R
IN
G S
C
O
M B
R E
N N
A N
/P B
R O
W N
E W
E N
T L
IN
G M
M O
H A
M M
E D
A L I
S R
E
IS
H
M F
E R
G U
S O
N
A
U G
U S
T
W F
-2 -R
-0
O S
S /S
E R
E /A
F E
S G
B P
S C
H E
M A
T
IC
D E
S
IG
N
P H
A S
E
R E
A D
Y T
O A
D V
E R
T
IS
E
N O
T F
O R
C O
N S
T R
U C
T
IO
N
S
C H
E M
A T
IC
D
E S
IG
N
D
E S
IG
N
P H
A S
E
D R
A F
T
/0
/2
S
C H
E M
A T
IC
D
E S
IG
N
D
E S
IG
N
P H
A S
E
F
IN
A L
/0
/2
S
C H
E M
A T
IC
D
E S
IG
N
P H
A S
E
R E
A D
Y T
O A
D V
E R
T
IS
E
/1
/2
S
C H
E M
A T
IC
D
E S
IG
N
P H
A S
E
R E
A D
Y T
O A
D V
E R
T
IS
E
R E
S U
B M
IT
T
A L
/3
/2
CUSTOMER
SERVICE
CHEMICAL
SHOP
CHEMICAL
OFFICE
104B
A-3001
A-3001
COMM
SR/FL
OFFICE
VEST
ELEC
MATCH LINE
A-1102
VEST
FLIGHTLINE
STORAGE
8 9
ELEC
113A
FL OFFICE
113B
MATCH LINE
A-1102
AFE
FLIGHTLINE
OPS
CORRIDOR
CHEMICAL
STORAGE
104A
C O
R R
ID
O
R A
CORRIDOR
101B
1. 12" ALUMINUM FIN ATTACHED TO ALUMINUM STOREFRONT FRAME
2. MTL ROOF LADDER W/ SAFETY EXTENSION POLE, COORDINATE LOCATION WITH SHELVING AND
STRUCTURE ABOVE
3. ROOF HATCH ABOVE, COORDINATE LOCATION WITH STRUCTURE
4. 12'-0" x 12'-0" OVERHEAD COILING DOOR, INSULATED
5. TRAFFIC RATED BOLLARDS ON EACH SIDE OF DOOR AND WALL AT OVERHEAD DOORS
6. 3'-0" WIDE SIDELIGHT AT DOOR, FULL HEIGHT OF DOOR
7. 2 BASIN UTILITY SINK WITH SIDE BOARDS
8. FULL GLAZED DOOR, SIDELIGHT AND TRANSOM
9. 42" WIDE DOOR
10. WALK-OFF MAT
11. STC-45 (NIC 40) SOUND RATING. CONSTRUCT PARTITIONS FROM CONC FLOOR DECK TO HORIZONTAL
PARTITION ABOVE. ALL PENETRATIONS THRU WALLS AND HORIZONTAL PARTITION TO BE SEALED
WITH ACOUSTIC SEALANT
12. STC-45 (NIC 40) DOOR AND FRAME ASSEMBLY AT STC-45 WALL
13. PROVIDE ADDITIONAL FLOOR SLAB THICKNESS FOR DENSITY SHELVING UNITS INCLUDING
ASSOCIATED IMBEDDED TRACKS, RE: INTERIORS SHEETS
14. 12'-0" x 15'-0" OVERHEAD COILING DOOR, INSULATED
15. SLOPE FLOOR IN ROOM TO CENTRAL TRENCH DRAIN, FLOOR SLOPE TO BE 0.5% SLOPE
16. 3'-0" x 3'-0" SHOWER STALL, ABA ACCESSIBLE, WITH SHOWER CURTAIN AND TOWEL HOOK
17. ABA ACCESSIBLE WALL MOUNTED SINK, MIRROR ABOVE, WALL MOUNTED SOAP DISPENSER, SEMI-
RECESSED PAPER TOWEL DISPENSER/RECEPTACLE AND COAT HOOK
18. ABA ACCESSIBLE WATER CLOSET WITH ABA GRAB BARS AND WALL MOUNTED TOILET PAPER
DISPSENER
KEYNOTES
19. PROVIDE ADDITIONAL FLOOR SLAB THICKNESS TO SUPPORT VEHICLE
20. SIDELIGHT, FULL HEIGHT OF DOOR
21. OPERABLE PARTITION
22. PROVIDE RAISED CONCRETE HOUSEKEEPING PADS AT EQUIPMENT LOCATIONS AS REQURIED
23. INCLUDE ACOUSTICAL PANELS TO IMPROVE ACOUSTICAL PERFORMANCE
24. 10'-0" LONG CASEWORK TO INCLUDE BASE AND WALL CABINETS WITH SINK, ABA ACCESSIBLE.
PROVIDE SPACE FOR OWNER PROVIDED REFRIGERATOR, MICROWAVE
25. PROVIDE ACOUSTICAL TREATMENTS TO ROOM AND WALLS TO REDUCE NOISE TO ADJACENT
ROOMS. MOUNT COMPRESSOR ON SPRINGS TO DAMPEN NOISE AND VIBRATION
26. PROVIDE MOP SINK, FAUCET, UTILITY SHELF, MOP RACK AND TILED WALLS TO 48" ON SIDES OF MOP
SINK
27. WATER CLOSET WITH WALL MOUNTED TOILET PAPER DISPENSER
28. URINAL, ONE TO BE ABA ACCESSIBLE, PROVIDE FLOOR MOUNTED SCREEN BETWEEN URINALS
29. TOILET PARTITION, OVERHEAD BRACED
30. ABA ACCESSIBLE WALL MOUNTED SINK, MIRROR ABOVE, WALL MOUNTED SOAP DISPENSER
31. SEMI-RECESSED PAPER TOWEL DISPENSER/RECEPTACLE
32. CANOPY ABOVE
33. DUAL WATER COOLERS.
34. CASEWORK TO INCLUDE BASE AND WALL CABINETS TOSUPPORT COPIER AND ADMIN SUPPORT
35. TRENCH DRAIN
36. ALUMINUM STOREFRONT WINDOW SYSTEM
37. HOLLOW METAL DOOR AND FRAME, 7'-10" HIGH DOOR
1. TYPICAL EXTERIOR DOOR TO BE 3'-0" X 7'-0" ALUMINUM FRAMED DOOR, UNLESS NOTED OTHERWISE
2. TYPICAL INTERIOR DOOR TO BE 3'-0" X 7'-0"
GENERAL NOTES
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
D R
A W
N B
Y
A-1101
OSS/SERE
L E
V E
L
A R
E A
F
L O
O R
P L A
N
S C
H E
M A
T
IC
D E
S
IG
N
P
H A
S E
R
E A
D Y
T O
A D
V E
R T
IS
E
O
F F
U T
T A
IR
F
O R
C E
B A
S E
N
E B
R A
S K
A O
M A
T
R
IC
T C
A P
IT
O
L A
V E
O M
A H
A N
E B
R A
S K
A
A E
C O
M T
E C
H N
IC
A
L S
E R
V
IC
E S
IN
C B
R
IA
R G
A T
E P
K W
Y C
O L O
R A
D O
S P
R
IN
G S
C
O
M B
R E
N N
A N
/P B
R O
W N
E W
E N
T L
IN
G M
M O
H A
M M
E D
A L I
S R
E
IS
H
M F
E R
G U
S O
N
A
U G
U S
T
W F
-2 -R
-0
O S
S /S
E R
E /A
F E
S G
B P
S C
H E
M A
T
IC
D E
S
IG
N
P H
A S
E
R E
A D
Y T
O A
D V
E R
T
IS
E
N O
T F
O R
C O
N S
T R
U C
T
IO
N
1/8" = 1'-0"1
LEVEL 1 AREA 1 FLOOR PLAN
PLAN NORTH
0 8'4' 16'
AREA1
AREA 2
KEY PLAN
S
C H
E M
A T
IC
D
E S
IG
N
D
E S
IG
N
P H
A S
E
D R
A F
T
/0
/2
S
C H
E M
A T
IC
D
E S
IG
N
D
E S
IG
N
P H
A S
E
F
IN
A L
/0
/2
S
C H
E M
A T
IC
D
E S
IG
N
P H
A S
E
R E
A D
Y T
O A
D V
E R
T
IS
E
/1
/2
S
C H
E M
A T
IC
D
E S
IG
N
P H
A S
E
R E
A D
Y T
O A
D V
E R
T
IS
E
R E
S U
B M
IT
T
A L
/3
/2
AFE CC
OFFICE
AFE QA
OFFICE
TRAINING
108A
TRAINING
108B
WASH BAY
120A
EXT EQUIP
WORK
AREA
120B
SHOWER
120E
UNISEX RR
120D
A-3001
VEST
LOGISTICS /
SUPPLY
AFE
FLIGHTLINE
EQUIPMENT
LOGISTICS
OFFICE
109A
ELEC
120G
SERE CC
SERE QA
SERE
EQUIPMENT
STORAGE
SHOWER
120F
UNISEX RR
120C
16 16
17 1818 17
CLASS
ROOM
MECH
ELEC
ACCA
WAREHOUSE
AFE
FLIGHTLINE
OPS
WOMEN'S
RESTROOM
JANITOR
COMPRESSOR
FL OFFICE
113B
MATCH LINE
A-1101
MATCH LINE
A-1101
BREAK
ROOM
AFE
INSTRUCTOR
OFFICE
121A
MEN'S
RESTROOM
11533
CORRIDOR
101C
CORRIDOR
1. 12" ALUMINUM FIN ATTACHED TO ALUMINUM STOREFRONT FRAME
2. MTL ROOF LADDER W/ SAFETY EXTENSION POLE, COORDINATE LOCATION WITH SHELVING AND
STRUCTURE ABOVE
3. ROOF HATCH ABOVE, COORDINATE LOCATION WITH STRUCTURE
4. 12'-0" x 12'-0" OVERHEAD COILING DOOR, INSULATED
5. TRAFFIC RATED BOLLARDS ON EACH SIDE OF DOOR AND WALL AT OVERHEAD DOORS
6. 3'-0" WIDE SIDELIGHT AT DOOR, FULL HEIGHT OF DOOR
7. 2 BASIN UTILITY SINK WITH SIDE BOARDS
8. FULL GLAZED DOOR, SIDELIGHT AND TRANSOM
9. 42" WIDE DOOR
10. WALK-OFF MAT
11. STC-45 (NIC 40) SOUND RATING. CONSTRUCT PARTITIONS FROM CONC FLOOR DECK TO HORIZONTAL
PARTITION ABOVE. ALL PENETRATIONS THRU WALLS AND HORIZONTAL PARTITION TO BE SEALED
WITH ACOUSTIC SEALANT
12. STC-45 (NIC 40) DOOR AND FRAME ASSEMBLY AT STC-45 WALL
13. PROVIDE ADDITIONAL FLOOR SLAB THICKNESS FOR DENSITY SHELVING UNITS INCLUDING
ASSOCIATED IMBEDDED TRACKS, RE: INTERIORS SHEETS
14. 12'-0" x 15'-0" OVERHEAD COILING DOOR, INSULATED
15. SLOPE FLOOR IN ROOM TO CENTRAL TRENCH DRAIN, FLOOR SLOPE TO BE 0.5% SLOPE
16. 3'-0" x 3'-0" SHOWER STALL, ABA ACCESSIBLE, WITH SHOWER CURTAIN AND TOWEL HOOK
17. ABA ACCESSIBLE WALL MOUNTED SINK, MIRROR ABOVE, WALL MOUNTED SOAP DISPENSER, SEMI-
RECESSED PAPER TOWEL DISPENSER/RECEPTACLE AND COAT HOOK
18. ABA ACCESSIBLE WATER CLOSET WITH ABA GRAB BARS AND WALL MOUNTED TOILET PAPER
DISPSENER
KEYNOTES
19. PROVIDE ADDITIONAL FLOOR SLAB THICKNESS TO SUPPORT VEHICLE
20. SIDELIGHT, FULL HEIGHT OF DOOR
21. OPERABLE PARTITION
22. PROVIDE RAISED CONCRETE HOUSEKEEPING PADS AT EQUIPMENT LOCATIONS AS REQURIED
23. INCLUDE ACOUSTICAL PANELS TO IMPROVE ACOUSTICAL PERFORMANCE
24. 10'-0" LONG CASEWORK TO INCLUDE BASE AND WALL CABINETS WITH SINK, ABA ACCESSIBLE.
PROVIDE SPACE FOR OWNER PROVIDED REFRIGERATOR, MICROWAVE
25. PROVIDE ACOUSTICAL TREATMENTS TO ROOM AND WALLS TO REDUCE NOISE TO ADJACENT
ROOMS. MOUNT COMPRESSOR ON SPRINGS TO DAMPEN NOISE AND VIBRATION
26. PROVIDE MOP SINK, FAUCET, UTILITY SHELF, MOP RACK AND TILED WALLS TO 48" ON SIDES OF MOP
SINK
27. WATER CLOSET WITH WALL MOUNTED TOILET PAPER DISPENSER
28. URINAL, ONE TO BE ABA ACCESSIBLE, PROVIDE FLOOR MOUNTED SCREEN BETWEEN URINALS
29. TOILET PARTITION, OVERHEAD BRACED
30. ABA ACCESSIBLE WALL MOUNTED SINK, MIRROR ABOVE, WALL MOUNTED SOAP DISPENSER
31. SEMI-RECESSED PAPER TOWEL DISPENSER/RECEPTACLE
32. CANOPY ABOVE
33. DUAL WATER COOLERS.
34. CASEWORK TO INCLUDE BASE AND WALL CABINETS TOSUPPORT COPIER AND ADMIN SUPPORT
35. TRENCH DRAIN
36. ALUMINUM STOREFRONT WINDOW SYSTEM
37. HOLLOW METAL DOOR AND FRAME, 7'-10" HIGH DOOR
1. TYPICAL EXTERIOR DOOR TO BE 3'-0" X 7'-0" ALUMINUM FRAMED DOOR, UNLESS NOTED OTHERWISE
2. TYPICAL INTERIOR DOOR TO BE 3'-0" X 7'-0"
GENERAL NOTES
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
D R
A W
N B
Y
A-1102
OSS/SERE
L E
V E
L
A R
E A
F
L O
O R
P L A
N
S C
H E
M A
T
IC
D E
S
IG
N
P
H A
S E
R
E A
D Y
T O
A D
V E
R T
IS
E
O
F F
U T
T A
IR
F
O R
C E
B A
S E
N
E B
R A
S K
A O
M A
T
R
IC
T C
A P
IT
O
L A
V E
O M
A H
A N
E B
R A
S K
A
A E
C O
M T
E C
H N
IC
A
L S
E R
V
IC
E S
IN
C B
R
IA
R G
A T
E P
K W
Y C
O L O
R A
D O
S P
R
IN
G S
C
O
M B
R E
N N
A N
/P B
R O
W N
E W
E N
T L
IN
G M
M O
H A
M M
E D
A L I
S R
E
IS
H
M F
E R
G U
S O
N
A
U G
U S
T
W F
-2 -R
-0
O S
S /S
E R
E /A
F E
S G
B P
S C
H E
M A
T
IC
D E
S
IG
N
P H
A S
E
R E
A D
Y T
O A
D V
E R
T
IS
E
N O
T F
O R
C O
N S
T R
U C
T
IO
N
1/8" = 1'-0"1
LEVEL 1 AREA 2 FLOOR PLAN
PLAN NORTH
0 8'4' 16'
AREA1
AREA 2
KEY PLAN
S
C H
E M
A T
IC
D
E S
IG
N
D
E S
IG
N
P H
A S
E
D R
A F
T
/0
/2
S
C H
E M
A T
IC
D
E S
IG
N
D
E S
IG
N
P H
A S
E
F
IN
A L
/0
/2
S
C H
E M
A T
IC
D
E S
IG
N
P H
A S
E
R E
A D
Y T
O A
D V
E R
T
IS
E
/1
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S
C H
E M
A T
IC
D
E S
IG
N
P H
A S
E
R E
A D
Y T
O A
D V
E R
T
IS
E
R E
S U
B M
IT
T
A L
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A-2002
A-2001
A-2002
A-2001
A-3001
11 1
10114
/2
1/2" / 1'-0"
9 5
/2
1/2" / 1'-0"
UPPER ROOF
LOWER ROOF
1. PREFINISHED METAL COPING OVER PARAPET
2. ROOF CRICKET
3. ROOF DRAIN
4. OVERFLOW SCUPPER
5. ROOF HATCH WITH SAFETY RAILING AND GATE
6. RIDGE
7. VALLEY
8. 90 MIL MEMBRANE FULLY ADHERED OVER COVERBOARD OVER RIGID INSULATION OVER VAPOR
BARRIER. PROVIDE PROTECTIVE PADS AT WALKWAYS AND ROOF EQUIPMENT
9. 36" WIDE EXTERIOR METAL LADDER ON EACH SIDE OF PARAPET WALL. PROVIDE LANDING ABOVE
PARAPET
10. LOWER PARAPET
11. HIGH PARAPET
12. RAISED PARAPET ABOVE THE HIGH PARAPET
13. CANOPY BELOW
14. SUNSHADE BELOW
KEYNOTES
1/16" = 1'-0"1
ROOF PLAN
PLAN NORTH
0 16'8' 32'
AREA1
AREA 2
KEY PLAN
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
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