DRAWINGS_W9218F-20-R-0078.pdf

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Expand/Repair Midfield Facility - AF UMMC, USAF Academy, Colorado
Solicitation number
W9128F-20-R-0078
Issued by

About this file

This solicitation requests proposals for an expansion and renovation project at building 9231 at the United States Air Force Academy in Colorado. The expansion will add approximately 8,100 square feet for a mass briefing room, one-on-one briefing rooms, a cadet lounge, offices, and a dispatch center. An additional 3,400 square feet will be renovated to include a conference room, multiple offices, and a workspace for desktop computer simulators. The project scope also includes relocating restrooms and upgrading all utility systems, including the mass notification system in an attached air traffic control tower. The solicitation was issued by the Department of the Army Corps of Engineers Omaha District. Responses are due by the date listed on the first page of the solicitation document.

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Am-0007_W9128F-20-R-0078.pdf PDF
Am-0006_W9128F-20-R-0078.pdf PDF
Am-0005_W9128F-20-R-0078.pdf PDF
Am-0004_W9128F-20-R-0078.pdf PDF
Am-0003_W9128F-20-R-0078.pdf PDF
Am-0002_W9128F-20-R-0078.pdf PDF
Am-0001_W9128F-20-R-0078.pdf PDF
KO_JA Expand Midfield Facility 20200831.pdf PDF
SPECS_W9218F-20-R-0078.pdf PDF

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Text version

BLDG 9231

SECURITY GATE

SECURITY GATE

ACCESS ROUTE

TRUE NORTH

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

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US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE.:

M A

R K

D E

S C

R

IP

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N

NOT FOR

CONSTRUCTION

GOVERNMENT PROVIDED CONCEPTUAL BRIDGING DESIGN DRAWINGS DO NOT RELIEVE THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT NOT LIMITED TO, LIFE SAFETY, BUIDLING CODES, UNIFIED FACILITY CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.

GI001

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OMAHA DISTRICT

UNITED STATES AIR FORCE ACADEMY, CO

EXPAND MIDFIELD FACILITY XQPZ174006

W9128F-20-R0078

TBD

23 JUNE 2020

REPAIR MIDFIELD FACILITY XQPZ100109

RTA RFP

SITE ACCESS ROUTE

NOT TO SCALE

INDEX OF DRAWINGS

SHEET NUMBER SHEET TITLE RFP

GENERAL

GI001 COVER SHEET X

GI002 ABBREVIATIONS, SYMBOLS X

GI101 EXITING ARRANGEMENT PLAN - BASE BID X

GI101A EXITING ARRANGEMENT PLAN - BID OPTION X

G-101 LOCATION PLAN X

CIVIL

VF101 EXISTING CONDITIONS X

CD101 DEMOLITION PLAN X

CS101 SITE PLAN X

CU101 UTILITY PLAN X

ARCHITECTURAL

AD101 DEMOLITION FLOOR PLAN - BASE BID X

AD101A DEMOLITION FLOOR PLAN - BID OPTION X

AE101 FLOOR PLAN - BASE BID X

AE101A FLOOR PLAN - BID OPTION X

AE102 ROOF PLAN - BASE BID X

AE211 NORTH ELEVATION - BASE BID X

AE212 SOUTH ELEVATION - BASE BID X

AE213 EAST ELEVATION - BASE BID X

AE214 WEST ELEVATION - BASE BID X

AE214A WEST ELEVATION - BID OPTION X

AE811 PERSPECTIVE VIEWS X

AE812 PERSPECTIVE VIEWS X

INTERIOR DESIGN

IF111 FURNITURE PLAN - BASE X

IF111A FURNITURE PLAN - OPTION X

DRAWING ABBREVIATIONS

A ---------------------

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ABA ARCHITECTURAL BARRIERS ACT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

ARCH ARCHITECT

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

B ---------------------

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR

FURNISHED/CONTRACTOR INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT INSTALLED FURNISHED

INSTALLED BY GOVERNMENT

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR

(FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND

RECEPTACLE

PTN PARTITION

PVC POLYVINYL CHLORIDE (PLASTIC)

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

ANNOTATION CALLOUTS/DRAWING

SYMBOLS

REVISION

TAG

NORTH ARROW w/

TRUE NORTH

INDICATION

ROOM TAG

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

LEVEL NAMESHEET NUMBER

SHEET NUMBER

SHEET NUMBER

SHEET KEYNOTE

INTERIOR ELEVATION

SHEET NUMBER

Room name

A101

SIM

A101

1 Ref

R e f

1Ref

R e f

A101

SIM

Name

Elevation

A-101

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL FLASH SHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

TYP TYPICAL

U --------------------

UL UNDERWRITER'S LABORATORY

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

V --------------------

VERT VERTICAL

VENT VENTILATION

VIF VERIFY IN FIELD

VOC VOLATILE ORGANIC COMPOUND

VOL VOLUME

W --------------------

WB WOOD BASE

WC WATER CLOSET

WD WOOD

WF WIDE FLANGE

WT WEIGHT

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

XXX

DD.D

PX

TRUE NORTH

US Army Corps of Engineers ®

SHEET ID

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IN

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NOT FOR

CONSTRUCTION

GOVERNMENT PROVIDED CONCEPTUAL BRIDGING DESIGN DRAWINGS DO NOT RELIEVE THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT NOT LIMITED TO, LIFE SAFETY, BUIDLING CODES, UNIFIED FACILITY CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.

GI002

A B

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-2 -R

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E X

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F A

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ID

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RTA RFP

US Army Corps of Engineers ®

SHEET ID

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2 3 4 5 6 7 8 9 10

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E

D

C

B

A

D A

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M A

R K

D E

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IP

T

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N

NOT FOR

CONSTRUCTION

GOVERNMENT PROVIDED CONCEPTUAL BRIDGING DESIGN DRAWINGS DO NOT RELIEVE THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT NOT LIMITED TO, LIFE SAFETY, BUIDLING CODES, UNIFIED FACILITY CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.

GI002

A B

B R

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U N

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RTA RFP

G E D C B AF

L K J H

2.9

3.9

H.2 I.2 J.2I.7

1-ON-1 BRIEF

1-ON-1 BRIEF

AIRMANSHIP2

AIRMANSHIP1

MASS BRIEF

LOUNGE

W

MECH ROOM

M

STORAGE

VEST

VEST

WARMING

KITCHEN

ADVANCED

SOARING

ADO

DO

DISPATCH

ELEC

149A

VEST

JAN

CYBER BAR

167A

MAXIMUM COMMON

PATH OF TRAVEL = 33'-0"

M A

X

IM

U M

T R

A V

E L D

IS

T

A N

C E

C O N

TR

O

L TO

W E R

EXISTING

TELECOM

ROOM

EXISTING

GENERATOR

ROOM

EXISTING

MECHANICAL

YARD

EXISTING

MECHANICAL

ROOM

EXIT

EXITING LEGEND

TRAVEL PATH

US Army Corps of Engineers ®

SHEET ID

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A R

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U E

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C O

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2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

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M A

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D E

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R

IP

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N

NOT FOR

CONSTRUCTION

GOVERNMENT PROVIDED CONCEPTUAL BRIDGING DESIGN DRAWINGS DO NOT RELIEVE THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT NOT LIMITED TO, LIFE SAFETY, BUIDLING CODES, UNIFIED FACILITY CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.

GI101

E X

IT

IN

G A

R R

A N

G E

M E

N T

P L A

N

B A

S E

B

ID

U N

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O

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IC

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H A

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Y A

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C T

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U N

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W F

-2 -R

T B

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N A

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IE

L D

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L E

RTA RFP

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3/32" = 1'-0"A1

EXITING ARRANGEMENT PLAN - BASE BID - CLIN 0001/CLIN 0002 0 8' 16'

SCALE: 3/32" = 1'

32'

TRUE NORTH

L K J H

2.9

3.9

H.2 I.2 J.2I.7

1-ON-1 BRIEF

1-ON-1 BRIEF

AIRMANSHIP2

AIRMANSHIP1

MASS BRIEF

LOUNGE

W

MECH ROOM

M

STORAGE

VEST

VEST

WARMING

KITCHEN

ADVANCED

SOARING

ADO

DO

DISPATCH

ELEC

149A

VEST

CSS/DS

SARM

CCV

SCHEDULING

DOT

COMMANDER'S

CONFERENCE

SIMULATORS

CC

JAN

STORAGE

STORAGE

CYBER BAR

167A

MAXIMUM DEAD END CORRIDOR

6' - 3"

M A

X

IM

U M

C O

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O N

P A

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O F

T R

A V

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MAXIMUM TRAVEL DISTANCE = 120'-0"

C O N

TR

O

L TO

W

ROOM

EXISTING

GENERATOR

ROOM

EXISTING

MECHANICAL

YARD

EXISTING

MECHANICAL

ROOM

EXIT

EXITING LEGEND

TRAVEL PATH

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

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IP

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NOT FOR

CONSTRUCTION

GOVERNMENT PROVIDED CONCEPTUAL BRIDGING DESIGN DRAWINGS DO NOT RELIEVE THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT NOT LIMITED TO, LIFE SAFETY, BUIDLING CODES, UNIFIED FACILITY CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.

GI101A

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RTA RFP

3/32" = 1'-0"A1

EXITING ARRANGEMENT PLAN - BID OPTION - CLIN 0003/CLIN 0004

0 8' 16'

SCALE: 3/32" = 1'

SD

SD

SD

SD

SD SD SD

S D

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COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM

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US Army Corps of Engineers ®

SHEET ID

U

M

Y

C

O R

P

E

N G

I N

E E

R S

D R

A W

N

B

Y

D E

S I G

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B

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RTA RFP

GOVERNMENT PROVIDED CONCEPTUAL BRIDGING DESIGN DRAWINGS DO NOT RELIEVE THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT NOT LIMITED TO, LIFE SAFETY, BUIDLING CODES, UNIFIED FACILITY CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.

RTA RFP

W F

R

T B

D

1" = 30'-0"

EXISTING CONDITIONS

0 15' 30' 60'

SCALE: 1" = 30'

VF101

E X

I S

T I N

G

C

O N

D I T

I O

N S

ELECTRICAL LINE

NATURAL GAS

WATERLINE

UNDERGROUND TELE/COMM

SANITARY SEWER

W W

SAN

COMM

E E

G

EXISTING UTILITY LEGEND

STORM SEWER

SD

SURVEY CONDUCTED BY POLARIS SURVEYING,

INC. DATED 15 APR 2020.

ADDITIONAL UTILITY INFORMATION FROM

MERRICK AS-BUILT DRAWINGS DATED 5 DEC 2003,

AND FROM USAFA COMPOSITE UTILITIES MAP 2

FEB 2020.

NOTES:

1. EXISTING TRAILER SHOWN SHOWN IS A

MODULAR FACILITY FOR FLIGHT TRAINING,

AND WILL REMAIN IN-PLACE DURING

PROJECT. IT IS NOT A PART OF THE

CONTRACT.

2. CONTRACTOR SHALL REFER TO AS-BUILT

DRAWINGS FOR BUILDING 9231 FOR

ADDITIONAL INFORMATION ON BURIED

UTILITIES AND SHALL FIELD VERIFY UTILITY

LOCATIONS WHERE UTILITY CONFLICTS

MAY OCCUR.

A1

TRUE NORTH

AutoCAD SHX Text S

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EB

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ET

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AC

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WV

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EV

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AutoCAD SHX Text

TP

AutoCAD SHX Text

20PS

AutoCAD SHX Text

LP

AutoCAD SHX Text SURVEY LEGEND ELECTRIC VAULT . . . . . . . LIGHT POLE . . . . . . . . . . ELECTRIC MANHOLE . . . . . PARKING SPACES . . . . . . . HANDICAP PARKING. . . . . . TELEPHONE PEDESTAL . . . . . FIRE HYDRANT . . . . . . . . . AIR CONDITION PAD . . . . . . ELECTRIC TRANSFORMER . . . WATER VALVE . . . . . . . . . SEWER MH . . . . . . . . . . . WATER MH . . . . . . . . . . . ELECTRIC BOX

AutoCAD SHX Text

ROCK

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

RIP-RAP

AutoCAD SHX Text x FF=6533.71

AutoCAD SHX Text x FF=6536.47

AutoCAD SHX Text x FF=6536.46

AutoCAD SHX Text FF=6536.46 x

AutoCAD SHX Text

GP

AutoCAD SHX Text

GP

AutoCAD SHX Text

SIGNAL MH

AutoCAD SHX Text

BUILDING 9234

AutoCAD SHX Text

BUILDING 9231

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EV

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ET

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ELEC BOX

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ELEC BOX

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WV

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WV

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WV

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AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

CP TEST

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CP TEST

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CP TEST

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CP TEST

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CP TEST

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CP TEST

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CP TEST

AutoCAD SHX Text

CB RIM=6530.68 INV. IN N=6527.56 INV. IN E=6528.47 INV OUT=6527.49

AutoCAD SHX Text

CB RIM=6529.70 INV. IN=6526.95 INV OUT=6526.85

AutoCAD SHX Text

CB RIM=6528.99 INV. IN N=6525.53 INV. IN E=6526.44 INV OUT=6525.32

AutoCAD SHX Text

SS MH RIM=6529.74 INV. IN N=6521.83 INV OUT=6521.81

AutoCAD SHX Text

LIGHT

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LIGHT

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GP

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GP

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GP

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GP

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SS MH RIM=6533.07 (FULL OF DIRT) (UNUSED)

AutoCAD SHX Text

SIGN

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GND

AutoCAD SHX Text

INV=6531.52

AutoCAD SHX Text

INV=6531.04

AutoCAD SHX Text

INV=6531.03

AutoCAD SHX Text

INV=6531.18

AutoCAD SHX Text

INV=6531.16

AutoCAD SHX Text

INV=6530.51

AutoCAD SHX Text

PK NAIL CP 1001

AutoCAD SHX Text

PK NAIL CP 1002

AutoCAD SHX Text

PK NAIL CP 1003

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LIGHT

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LIGHT

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LIGHT

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LIGHT

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LIGHT

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LIGHT

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GP

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GP

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GP

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CO

AutoCAD SHX Text

CO

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TRAILER

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TEMP. TENT

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ET

AutoCAD SHX Text

INV=6535.38

AutoCAD SHX Text

INV=6535.08

AutoCAD SHX Text

INV=6535.33

AutoCAD SHX Text

INV=6535.02

AutoCAD SHX Text

CP TEST

AutoCAD SHX Text 1x1 BOX

AutoCAD SHX Text 1x1 BOX

AutoCAD SHX Text 1x1 BOX

AutoCAD SHX Text 1x1 BOX

AutoCAD SHX Text 1x1 BOX

AutoCAD SHX Text

TH 3

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TH 2

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TH 1

AutoCAD SHX Text

QWEST BOX

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CONC PAD

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CONC PAN

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ASPH

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ASPH

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ASPH

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ASPH

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CONC

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CONC

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CONC

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RIP-RAP

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ROCK

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ROCK

AutoCAD SHX Text 1x1 BOX

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ASPH

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ASPH

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ASPH

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ASPH

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RIP-RAP

AutoCAD SHX Text

RIP-RAP

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FDC

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FDC

AutoCAD SHX Text 6530'

AutoCAD SHX Text 6535'

AutoCAD SHX Text 6531'

AutoCAD SHX Text 6532'

AutoCAD SHX Text 6533'

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18" RCP

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24" RCP

AutoCAD SHX Text

18" CPP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

24" RCP

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24" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

12" CPP

AutoCAD SHX Text

12" CMP

AutoCAD SHX Text

12" CMP

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6" RD

AutoCAD SHX Text

6" RD

AutoCAD SHX Text

6" RD

AutoCAD SHX Text E

AutoCAD SHX Text E

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M ic ro s o ft C o rp o ra tio n

D ig ita lG lo b e

C N

E S (2

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A

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US Army Corps of Engineers ®

SHEET ID

M

Y

C

O R

E

N G

I N

E E

R S

D R

A W

N

B

Y

D E

S I G

N E

D

B

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O M

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RTA RFP

GOVERNMENT PROVIDED CONCEPTUAL BRIDGING DESIGN DRAWINGS DO NOT RELIEVE THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT NOT LIMITED TO, LIFE SAFETY, BUIDLING CODES, UNIFIED FACILITY CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.

RTA RFP

W F

R

T B

D

1" = 60'-0"

A1

STAGING AREA AT B9231

0 30' 60' 120'

SCALE: 1" = 60'

G-101

S T

A G

I N

G

A

C

E S

S

P

L A

N

1" = 400'-0"

SITE ACCESS & STAGING PLAN

AREA 1

CONTRACTOR TRAILER TO BE

LOCATED IN SOUTH PARKING LOT.

NO EMPLOYEE PARKING, STAGING,

OR LAYDOWN ALLOWED IN LOT.

AREA 2

BASE BID:

CONTRACTOR

STORAGE &

STAGING AREA

S

O

U

H

G

T

E

B

L

V

D

AIRFIELD DRIVE

SECURITY GATE

SECURITY GATE

CAUTION!!

ACTIVE TAXIWAY

CROSSING.

AREA 3

BID OPTION (CLIN 0008):

CONTRACTOR STORAGE

& STAGING AREA

GENERAL NOTES:

1. VEHICLES CANNOT ENTER

TAXIWAYS AND APRONS

WITHOUT AIRFIELD

MANAGEMENT APPROVAL.

2. TEMPORARY CONSTRUCTION

FENCE FOR CONTRACTOR

STORAGE, STAGING, AND

CONSTRUCTION AREAS SHALL

BE IN ACCORDANCE WITH

SPECIFICATION SECTION 01 30

00.24.

3. ALL VEHICLES MUST PERFORM

A FOREIGN OBJECT DEBRIS

(F.O.D.) CHECK PRIOR TO

CROSSING ACTIVE TAXIWAYS.

4. CONTRACTOR SHALL PROVIDE

CLEARANCE FROM APRON

BOUNDARY TO FENCING IN

ACCORDANCE WITH TABLE 6-1

OF UFC 3-260-01.

5. ALL MATERIAL AND

EQUIPMENT STORED IN THE

BASE BID STAGING AREA

SHALL NOT EXCEED HEIGHT

OF ADJACENT HANGER

BUILDING.

6. IF TAXIWAY IS TO BE CLOSED

DUE TO CONSTRUCTION

ACTIVITIES, CONTRACTOR

SHALL INSTALL BARRICADES IN

ACCORDANCE WITH UFC

3-260-04.

APPROXIMATE

LIMITS OF

CONSTRUCTION

AREA 1

CONTRACTOR

TRAILER

A

I R

F

I E

I V

E

TEMPORARY

CONSTRUCTION

FENCE.

VEHICLE

TRACKING PAD

PROVIDE

WINGTIP

CLEARANCE

120'

AREA 2

BASE BID (CLIN 0002):

CONTRACTOR STORAGE

& STAGING AREA

A5

0 200' 400' 800'

SCALE: 1" = 400'

TRUE NORTH

TRUE NORTH

APPROXIMATE

LOCATION OF

EX. TRAILER

WWWWWWWWW

W

W

W

W

COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM COMMCOMMCOMMCOMMCOMMCOMM

E

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W W W

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W

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G G

G G

G G

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W

W

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E E

E

E

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E

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E E

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W W W

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W

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SAN

SAN

SAN

SAN

SAN

SAN

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SAN

SAN

SAN

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C O

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M

LIGHTS TO BE

REMOVED

RIPRAP TO BE

REMOVED

RIPRAP TO BE

REMOVED

TEMP. TENT TO BE REMOVED

BY GOVERNMENT PRIOR TO

CONSTRUCTION

14' WIDE

SIDEWALK TO BE

REMOVED

LIGHTS TO BE

REMOVED

WATER LINE & VALVE(S) TO

BE REMOVED

UG ELECTRIC LINE TO

BE REMOVED

HYDRANT TO

BE REMOVED

APPROX. LOCATION OF

ABANDONED GAS LINE. TO BE

REMOVED UNDER PROPOSED

BLDG FOOTPRINT

7' WIDE SIDEWALK

TO BE REMOVED

7' WIDE

SIDEWALK TO BE

REMOVED

7' WIDE

SIDEWALK TO BE

REMOVED

7' WIDE

SIDEWALK TO BE

REMOVED

ABANDONED

BURIED ELECTRIC

TO BE REMOVED

APPROX. LOCATION OF EXISTING

ABANDONED TRANSFORMER TO

BE REMOVED AND DISPOSED

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SHEET ID

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C

O R

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D R

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Y

D E

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RTA RFP

GOVERNMENT PROVIDED CONCEPTUAL BRIDGING DESIGN DRAWINGS DO NOT RELIEVE THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT NOT LIMITED TO, LIFE SAFETY, BUIDLING CODES, UNIFIED FACILITY CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.

RTA RFP

W F

R

T B

D

1" = 20'-0"

DEMOLITION PLAN

CD101

D E

M O

L I T

I O

N

P

L A

N

DEMOLITION LEGEND

DENOTES SIDEWALK REMOVAL

DENOTES ITEM DEMOLITION

DENOTES ITEM DEMOLITION

NOTES:

1. GAS LINE TO BE REMOVED IS DEPICTED AS

ABANDONED IN USAFA COMPOSITE

UTILITIES MAP.

2. UTILITIES SHOWN ARE BASED ON BEST

AVAILABLE INFORMATION. ALL UTILITIES TO

BE REMOVED ARE TO BE LOCATED BY

POTHOLING PRIOR TO REMOVAL.

A1

0 10' 20' 40'

SCALE: 1" = 20'

A1

TRUE NORTH

AutoCAD SHX Text E

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BUILDING 9234

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CB RIM=6530.68 INV. IN N=6527.56 INV. IN E=6528.47 INV OUT=6527.49

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CB RIM=6529.70 INV. IN=6526.95 INV OUT=6526.85

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SS MH RIM=6533.07 (FULL OF DIRT) (UNUSED)

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INV=6531.52

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PK NAIL CP 1001

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18" RCP

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18" CPP

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APPROX. LIMITS OF CONSTRUCTION

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A P

P R

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L I M

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O

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C

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14' WIDE

CONCRETE

SIDEWALK

CONSTRUCT TO

GRADE TO MEET ABA

REQUIREMENTS

7' WIDE

CONCRETE

SIDEWALK

8' WIDE

CONCRETE

SIDEWALK

BLDG ADDITION

BID OPTION (CLIN 0007):

PROVIDE CONCRETE PAD

AND CURB RAMP FOR

"BATTLE WAGON"

8.00

7.00

14.00

12' WIDE

CONCRETE

SIDEWALK

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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

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RTA RFP

GOVERNMENT PROVIDED CONCEPTUAL BRIDGING DESIGN DRAWINGS DO NOT RELIEVE THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT NOT LIMITED TO, LIFE SAFETY, BUIDLING CODES, UNIFIED FACILITY CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.

RTA RFP

W F

R

T B

D

1" = 20'-0"

SITE PLAN

CS101

S I T

E

P

L A

N

PAVEMENT LEGEND

CONCRETE SIDEWALK

CONCRETE PAVEMENT FOR

'BATTLE WAGON' PARKING

(BID OPTION CLIN 0007)

A1

0 10' 20' 40'

SCALE: 1" = 20'

A1

TRUE NORTH

GENERAL NOTES:

1. CONTRACTOR SHALL PROVIDE

CLEARANCE FROM APRON BOUNDARY

TO FENCING IN ACCORDANCE WITH

TABLE 6-1 OF UFC 3-260-01.

AutoCAD SHX Text x FF=6533.71

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CB RIM=6530.68 INV. IN N=6527.56 INV. IN E=6528.47 INV OUT=6527.49

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CB RIM=6529.70 INV. IN=6526.95 INV OUT=6526.85

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GP

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SS MH RIM=6533.07 (FULL OF DIRT) (UNUSED)

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6" RD

SD

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SD SD SD SD SD

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WWWWWWWWW

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COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM COMMCOMMCOMMCOMMCOMMCOMM

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BLDG ADDITION

S A

N

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E E

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E

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W

W W

W W

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W

W

SDSD

SDSD

SDSD

S D

APPROX.

LOCATION

UNDERGROUND

DETENTION

APPROX. LIMITS OF CONSTRUCTION

APPROX. LIMITS OF CONSTRUCTION

APPROX. LIMITS OF CONSTRUCTION

A P

P R

O X

L I M

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S

O

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RELOCATED 8"

PVC WATERLINE

RELOCATED

UNDERGROUND ELECTRIC

4" PVC SANITARY SEWER

SERVICE w/ DOUBLE

CLEAN-OUT

CONNECT TO

EXISTING

CONNECT TO

EXISTING

CONNECT TO

EXISTING

CONNECT TO

EXISTING

2" DOM. WATER

SERVICE

6" PVC w/ G.V. TO

NEW HYDRANT

AREA INLET

(TYP.)

PVC RAIN

LEADER

PROVIDE ADEQUATE SEPARATION

SUCH THAT MODULAR BUILDING

WILL NOT BE DISTURBED BY

INSTALLATION ACTIVITIES OF

DETENTION BASIN.

U N

I T

A

T E

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A

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A

D E

M Y

C

O

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P A

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P A

D

F I E

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Y

X

Q P

Z

US Army Corps of Engineers ®

SHEET ID

M

Y

C

O R

E

N G

I N

E E

R S

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

C H

E C

K E

D

B

Y

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C O

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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

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CONSTRUCTION

O M

A H

A

D

I S

T R

I C

T

C

A P

I T

O L

A

V E

N U

E

O M

A H

A

Y A

E G

C

H I T

E C

T U

R E

P

E N

R O

S

U I T

E

L E

N E

X A

S M

T

S M

T

Y A

E G

E R

K J B

J U

RTA RFP

GOVERNMENT PROVIDED CONCEPTUAL BRIDGING DESIGN DRAWINGS DO NOT RELIEVE THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT NOT LIMITED TO, LIFE SAFETY, BUIDLING CODES, UNIFIED FACILITY CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.

RTA RFP

W F

R

T B

D

1" = 20'-0"

UTILITY PLAN

CU101

U T

I L

I T

Y

P

L A

N

UNDERGROUND ELECTRIC LINE

WATERLINEW W

E E

PROPOSED UTILITY LEGEND

SAN

SANITARY SEWER LINE

SD

STORM DRAIN LINE

NOTES:

1. STORMWATER DRAINAGE SYSTEM TO BE

DESIGNED PER UFC 3-201-01, UFC 3-210-10, AND

UFC-3-260-02. UNDERGROUND DETENTION, IF

DESIGNED, SHALL BE PLACED IN THE

APPROXIMATE AREA DEPICTED ON THIS SHEET.

CONTRACTOR TO LOCATE THE UNDERGROUND

DETENTION AREA SO THAT THE EXISTING

MODULAR BUILDING WILL NOT BE IMPACTED BY

EXCAVATION.

2. CONTRACTOR SHALL REFER TO AS-BUILT

DRAWINGS FOR BUILDING 9231 FOR ADDITIONAL

INFORMATION ON BURIED UTILITIES AND SHALL

FIELD VERIFY UTILITY LOCATIONS.

3. CONTRACTOR SHALL PROVIDE CLEARANCE

FROM APRON BOUNDARY TO FENCING IN

ACCORDANCE WITH TABLE 6-1 OF UFC 3-260-01.

ELECTRICAL LINE

NATURAL GAS

UNDERGROUND TELE/COMMCOMM

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G

A1

0 10' 20' 40'

SCALE: 1" = 20'

A1

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CB RIM=6530.68 INV. IN N=6527.56 INV. IN E=6528.47 INV OUT=6527.49

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CB RIM=6529.70 INV. IN=6526.95 INV OUT=6526.85

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CB RIM=6528.99 INV. IN N=6525.53 INV. IN E=6526.44 INV OUT=6525.32

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L K J H

2.9

3.9

C O N

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EXISTING

TELECOM

ROOM

EXISTING

GENERATOR

ROOM

EXISTING

MECHANICAL

YARD

EXISTING

MECHANICAL

ROOM

EXISTING

ELECTRICAL

ROOM

PARTITION TO BE REMOVED

DOOR, FRAME AND HARDWARE

TO BE REMOVED

CURTAINWALL TO BE REMOVED

EXISTING PARTITION TO REMAIN

DEMOLITION LEGEND

DEMOLITION KEYNOTES

1 DEMOLISH EXISTING SIDEWALK

2 DEMOLISH EXISTING GLAZING SYSTEM

3 DEMOLISH EXISTING WALL

4 DEMOLISH EXISTING DOOR AND FRAME

5 DEMOLISH EXISTING CABINETRY

AND/OR PLUMBING FIXTURES

6 DEMOLISH EXISTING CEILING SYSTEMS,

FLOORING FINISHES, MECHANICAL

FIXTURES, AND LIGHTING FIXTURES IN

THIS SPACE.

*NOT ALL KEYNOTES MAY BE USED ON ALL PLANS.

7 DEMOLISH EXISTING EYE WASH. SAVE

FOR RE-INSTALLATION

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3/32" = 1'-0"A1

DEMOLITION FLOOR PLAN - BASE BID CLIN 0001 / CLIN 0002

0 8' 16'

SCALE: 3/32" = 1'

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6 7

EXTENT OF

DEMOLITION

IN SPACE

4 22

EXISTING

ELECTRICAL

ROOM

PARTITION TO BE REMOVED

DOOR, FRAME AND HARDWARE

TO BE REMOVED

CURTAINWALL TO BE REMOVED

EXISTING PARTITION TO REMAIN

DEMOLITION LEGEND

DEMOLITION KEYNOTES

1 DEMOLISH EXISTING SIDEWALK

2 DEMOLISH EXISTING GLAZING SYSTEM

3 DEMOLISH EXISTING WALL

4 DEMOLISH EXISTING DOOR AND FRAME

5 DEMOLISH EXISTING CABINETRY

AND/OR PLUMBING FIXTURES

6 DEMOLISH EXISTING CEILING SYSTEMS,

FLOORING FINISHES, MECHANICAL

FIXTURES, AND LIGHTING FIXTURES IN

THIS SPACE.

*NOT ALL KEYNOTES MAY BE USED ON ALL PLANS.

7 DEMOLISH EXISTING EYE WASH. SAVE

FOR RE-INSTALLATION

US Army Corps of Engineers ®

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3/32" = 1'-0"A1

DEMOLITION FLOOR PLAN - BID OPTION CLIN 0003/CLIN 0004

0 8' 16'

SCALE: 3/32" = 1'

AE211

A1

AE213

A1

AE212

A1

AE214

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G E D C B AF

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2.9

3.9

H.2 I.2 J.2I.7

21' - 0" 21' - 0" 21' - 0" 21' - 0" 21' - 0" 21' - 0" 21' - 0"

1-ON-1 BRIEF

1-ON-1 BRIEF

AIRMANSHIP2

AIRMANSHIP1

MASS BRIEF

LOUNGE

W

MECH ROOM

M

STORAGE

VEST

VEST

WARMING

KITCHEN

ADVANCED

SOARING

ADO

DO

DISPATCH

ELEC

149A

35' - 0" 21' - 0"

VEST

JAN

14' - 0" 14' - 0"

DM

OB

DM

DM DM

DM

DM

DM

SW

SW

SW

SW

SW

DM

DM

SW

SW

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DM

DM

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CYBER BAR

167A

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ROOM

EXISTING

GENERATOR

ROOM

EXISTING

MECHANICAL

YARD

EXISTING

MECHANICAL

ROOM

EXISTING

ELECTRICAL

ROOM

SW

SW

SW

STORAGE

NURSING

SW

SW

SW

SW

SW 9

FLOOR PLAN KEYNOTES

1 OPERABLE PARTITION WITH COMMUNICATION DOOR

2 BACKPACK DOUBLE HOOKS, MINIMUM OF 30.

3 COUNTERTOP WITH CUBBIES UNDERNEATH,

REF. ROOM BY ROOM DATA SHEETS FOR

REQUIREMENTS

4 WALK-OFF MATS

5 COUNTERTOP WITH BUILT-IN CASEWORK BELOW

6 COUNTERTOP

7 SPACE FOR UNDER COUNTER REFRIGERATOR

8 INSTALL SALVAGED EXISTING EYEWASH

*NOT ALL KEYNOTES MAY BE USED ON ALL PLANS.

9 DUAL HEIGHT CASEWORK, HIGHER TRANSACTION

COUNTER, LOWER WORK SURFACE

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3/32" = 1'-0"A1

FLOOR PLAN - BASE BID CLIN 0001/CLIN 0002

0 8' 16'

SCALE: 3/32" = 1'

32'

PARTITION SCHEDULE - BASE

TYPE DESCRIPTION

DM DEMOUNTABLE PARTITION (FF&E - CLIN 0009)

OB MTL STUD WITH GYPSUM BOARD ON ONE SIDE

SW MTL STUD WITH GYPSUM BOARD ON EACH SIDE, FULL HEIGHT TO DECK

**ROOM NUMBERS ARE PROVIDED FOR RFP DOCUMENT REFERENCE ONLY. CONTRACTOR SHALL

ESTABLISH A COHESIVE AND COORDINATED FINAL ROOM NUMBERING SYSTEM.

TRUE NORTH

ROOM SCHEDULE - BASE BID

ROOM

NUMBER ROOM NAME AREA

149 MECH ROOM 672 SF

149A ELEC 40 SF

151 VEST 103 SF

152 LOUNGE 705 SF

153 WARMING KITCHEN 512 SF

154 M 172 SF

155 W 237 SF

156 STORAGE 175 SF

157 JAN 34 SF

158 NURSING 77 SF

159 STORAGE 71 SF

160 MASS BRIEF 1715 SF

161 VEST 107 SF

162 1-ON-1 BRIEF 109 SF

163 1-ON-1 BRIEF 110 SF

164 AIRMANSHIP2 141 SF

165 AIRMANSHIP1 154 SF

166 VEST 75 SF

167 DISPATCH 265 SF

167A CYBER BAR 43 SF

168 DO 115 SF

169 ADO 151 SF

170 ADVANCED SOARING 195 SF

AE211

A1

AE213

A1

AE212

A1

G E D C B AF

L K J H

2.9

3.9

H.2 I.2 J.2I.7

21' - 0" 21' - 0" 21' - 0" 21' - 0" 21' - 0" 21' - 0" 21' - 0"

CSS/DS

SARM

CCV

SCHEDULING

DOT

COMMANDER'S

CONFERENCE

SIMULATORS

CC

STORAGE

STORAGE

AE214A

A1

DM2DM2DM2

DM2 DM2

DM2

DMG

DM2

DM2

DMG

SW OB

SW

C O N

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O

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W

STORAGE

RAWS

EXISTING

TELECOM

ROOM

EXISTING

GENERATOR

ROOM

EXISTING

MECHANICAL

YARD

EXISTING

MECHANICAL

ROOM

EXISTING

ELECTRICAL

ROOM

SW

SW

DM2

SW

SW

FLOOR PLAN KEYNOTES

1 OPERABLE PARTITION WITH COMMUNICATION DOOR

2 BACKPACK DOUBLE HOOKS, MINIMUM OF 30.

3 COUNTERTOP WITH CUBBIES UNDERNEATH,

REF. ROOM BY ROOM DATA SHEETS FOR

REQUIREMENTS

4 WALK-OFF MATS

5 COUNTERTOP WITH BUILT-IN CASEWORK BELOW

6 COUNTERTOP

7 SPACE FOR UNDER COUNTER REFRIGERATOR

8 INSTALL SALVAGED EXISTING EYEWASH

*NOT ALL KEYNOTES MAY BE USED ON ALL PLANS.

9 DUAL HEIGHT CASEWORK, HIGHER TRANSACTION

COUNTER, LOWER WORK SURFACE

US Army Corps of Engineers ®

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GOVERNMENT PROVIDED CONCEPTUAL BRIDGING DESIGN DRAWINGS DO NOT RELIEVE THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT NOT LIMITED TO, LIFE SAFETY, BUIDLING CODES, UNIFIED FACILITY CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.

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3/32" = 1'-0"A1

FLOOR PLAN - BID OPTION CLIN 0003/CLIN 0004

0 8' 16'

SCALE: 3/32" = 1'

32'

PARTITION SCHEDULE - OPTION

TYPE DESCRIPTION

DM2 DEMOUNTABLE PARTITION (FF&E - CLIN 0010)

DMG DEMOUNTABLE PARTITION WITH GLAZING PANELS (FF&E - CLIN 0010)

OB MTL STUD WITH GYPSUM BOARD ON ONE SIDE

SW MTL STUD WITH GYPSUM BOARD ON EACH SIDE, FULL HEIGHT TO DECK

**ROOM NUMBERS ARE PROVIDED FOR RFP DOCUMENT REFERENCE ONLY. CONTRACTOR SHALL

ESTABLISH A COHESIVE AND COORDINATED FINAL ROOM NUMBERING SYSTEM.

TRUE NORTH

ROOM SCHEDULE - BID OPTION

ROOM

NUMBER ROOM NAME AREA

105 SIMULATORS 1206 SF

107 STORAGE 121 SF

121 STORAGE 57 SF

124 RAWS 265 SF

128 DOT 273 SF

129 CCV 274 SF

130 SCHEDULING 198 SF

131 SARM 181 SF

132 CSS/DS 189 SF

133 CC 160 SF

134 STORAGE 93 SF

135 COMMANDER'S CONFERENCE 329 SF

H.2 I.2 J.2I.7

BUILDING EXPANSION JOINT

EXISTING ROOFING SYSTEM

NO WORK REQUIRED

EXISTING ROOFING SYSTEM

NO WORK REQUIRED

MEMBRANE

ROOFING SYSTEM

MEMBRANE

ROOFING SYSTEM

METAL PANEL

ROOFING SYSTEM

EXISTING STEEL

GRATING SYSTEM

EXISTING ROOF ACCESS

PROPOSED ROOF ACCESS

LOCATION - CONTRACTOR SHALL

DESIGN AND COORDINATE FINAL

LOCATION

BUILDING EXPANSION JOINT

C O N

TR

O

L TO

W

ROOF PLAN NOTES

1. REFER TO RFP FOR ROOF REQUIREMENTS.

US Army Corps of Engineers ®

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C O

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NOT FOR

CONSTRUCTION

GOVERNMENT PROVIDED CONCEPTUAL BRIDGING DESIGN DRAWINGS DO NOT RELIEVE THE OFFEROR OF THE REQUIREMENTS STATED IN THE RFP, INCLUDING BUT NOT LIMITED TO, LIFE SAFETY, BUIDLING CODES, UNIFIED FACILITY CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.

AE102

R O

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RTA RFP

3/32" = 1'-0"A1

ROOF PLAN - BASE BID CLIN 0001/CLIN 0002

0 8' 16'

SCALE: 3/32" = 1'

FIRST FLOOR

0"

T.O. WALL

17' - 0"

1234567

SPANDREL BEAM

12' - 0"

2A 2A2A2A2A2A

1 1 1 1 1 1

34 5

C O N

TR

O

L TO

W

2B2B 2B2B 2B 2B

E1

EXTERIOR FINISH MATERIALS LEGEND

EXISTING PRECAST CONCRETE

1 PRECAST CONCRETE

2A GLAZING IN ALUMINUM STOREFRONT OR CURTAIN WALL SYSTEM

E2 EXISTING WINDOW GLAZING SYSTEM

2B METAL PANEL IN ALUMINUM STOREFRONT OR CURTAIN WALL SYSTEM

5 HOLLOW METAL DOOR

3 ALUMINUM DOOR

4 METAL PANEL WALL SYSTEM

5 HOLLOW METAL DOOR

*NOT ALL FINISH MATERIALS MAY BE USED ON

ALL ELEVATIONS

EXTERIOR FINISH MATERIALS - GENERAL NOTES

1. EXTERIOR FINISH MATERIALS SHALL COMPLY

WITH SIZES AND COLOR AS NOTED IN THE USAFA

IFS U.N.O.

2. EXTERIOR GLAZING SHALL BE TINTED TO MATCH

THE EXISTING GLAZING COLOR USED AT THE

FACILITY.

3. PRECAST CONCRETE ELEMENTS SHALL MATCH

THE EXISTING PRECAST IN PROFILE, DETAILING,

TEXTURE, FINISH, AND COLOR.

US Army Corps of…

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