HBVM - USAFA-RTA RFP-Drawings.pdf

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US Army Corps of Engineers ®

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CONTRACT NO.:

ISSUE DATE:

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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, BUILDING CODES, UNIFIED FACILITIES CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.

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OMAHA DISTRICT

W9128F21R0089

TBD

30 AUGUST 2021

PN XQPZ124008

UNITED STATES AIR FORCE ACADEMY, CO

FY22 BUILDING 8122 HIGH BAY

- VEHICLE MAINTENANCE

RTA RFP

SUBMITTAL

INDEX OF DRAWINGS

SHEET NUMBER SHEET TITLE RTA RFP

GENERAL

GI001 COVER SHEET X

GI002 GENERAL NOTES, ABBREVIATIONS X

G-101 STAGING AND ACCESS PLAN X

SURVEY

VF101 EXISTING CONDITIONS X

CIVIL

CD101 DEMOLITION PLAN X

CS101 SITE PLAN X

CG101 GRADING PLAN X

CU101 UTILITY PLAN X

ARCHITECTURAL

AD100 DEMOLITION FLOOR PLAN X

AE101 FIRST FLOOR PLAN X

AE102 HBVM ADDITION - ENLARGED FLOOR PLAN X

AE104 ROOF PLAN X

AE121 CRANE COVERAGE AND LAYOUT PLAN X

AE201 EXTERIOR ELEVATIONS - CLIN 0001 - BASE BID X

AE202 EXTERIOR ELEVATIONS - CLIN 0001 - BASE BID X

AE210 EXTERIOR ELEVATIONS - CLIN 0007 - BID OPTION X

AE211 EXTERIOR ELEVATIONS - CLIN 0007 - BID OPTION X

AE301 BUILDING SECTIONS X

AE801 EXTERIOR 3D VIEW - CLIN 0001 - BASE BID X

AE810 EXTERIOR 3D VIEW - CLIN 0007 - BID OPTION X

INTERIOR DESIGN

IN601 INTERIOR FINISH LEGEND X

IF112 EQUIPMENT PLAN X

BLDG 8122

SITE ACCESS ROUTE

NOT TO SCALE NORTH

DRAWING ABBREVIATIONS

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

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

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

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

NORTH

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

DD.D

XXX

PX

US Army Corps of Engineers ®

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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, BUILDING CODES, UNIFIED FACILITIES CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.

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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, BUILDING CODES, UNIFIED FACILITIES CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.

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SUBMITTAL

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STAGING AND ACCESS PLAN

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SCALE: 1" = 40'

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G-101

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KEY NOTES

CONTRACTOR STAGING AREA

CONSTRUCTION FENCE

ACCESS ROUTE FROM SOUTH GATE

APPROX. LIMITS OF CONSTRUCTION

VIA INDUSTRIAL DRIVE

EXISTING GATE

CONNECT CONSTRUCTION FENCE

TO EXISTING FENCE

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, BUILDING CODES, UNIFIED FACILITIES CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.

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SUBMITTAL

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EXISTING CONDITIONS

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SCALE: 1" = 30'

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VF101

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SITE SURVEY CONDUCTED BY:

POLARIS SURVEYING, INC.

14 APRIL 2021 AND 7 MAY 2021

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, BUILDING CODES, UNIFIED FACILITIES CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.

P

Z

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

N

E

Y A

E G

C

H I T

E C

T U

R E

P

E N

R O

N E

S

U I T

E

L E

N E

X A

K J B

S M

T

M E

B

W F2 1R

T B

D

U N

I T

A

T E

S

A

R

A

D E

M Y

C

O

F Y

B

U I L D

I N

G

H

I G

H

B

E H

I C

I N

T E

N A

N C

E

NOT FOR

CONSTRUCTION

J U

R T

A

R

B

M I T

T A

L

RTA RFP

SUBMITTAL

1" = 30'-0"

DEMOLITION PLAN

A1

0 30' 60'

SCALE: 1" = 30'

A1

TRUE NORTH

CD101

D E

M O

L I T

I O

N

P

L A

N

LEGEND

NOTES:

1. LIMITS OF CONCRETE PAVEMENT REMOVAL SHALL BE

EXTENDED TO NEAREST JOINT.

2. NEATLY SAW-CUT TO FULL DEPTH ALL JOINTS WHERE

NEW PAVEMENT ABUTS EXISTING PAVEMENT.

3. COORDINATE DISCONNECTIONS AND REMOVAL OF

EXISTING UTILITIES WITH RESPECTIVE UTILITY

OWNERS.

4. UTILITIES SHOWN ARE BASED ON BEST AVAILABLE

INFORMATION. ALL UTILITIES TO BE REMOVED ARE TO

BE LOCATED BY POTHOLING PRIOR TO REMOVAL.

APPROXIMATE REMOVAL AREA

REMOVAL ITEMS

ABANDON IN PLACE

KEY NOTES

REMOVE CONCRETE PAVEMENT

REMOVE PAVEMENT AS NEEDED

REMOVE FIRE HYDRANT AND BOLLARDS

REMOVE WATERLINE TO EXTENT SHOWN

FOR UTILITY INSTALLATION

REMOVE GUARD RAIL

REMOVE BURIED ELECTRICAL LINE

AND ABANDON CONDUIT IN PLACE

EXISTING BUILDING

REMOVE AND RESET BOLLARD

RE-STRIPE PARKING STALLS SO THAT THE

LENGTH MATCHES STALLS TO NORTHEAST.

ROOF DRAINS TO BE RELOCATED AS

INDICATED ON SHEET CU101.

BUILDING 8122 ADDITION

HIGH BAY VEHICLE MAINTENANCE

BUILDING 8122 ADDITION

HIGH BAY VEHICLE MAINTENANCE

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

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R I P

T I O

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

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, BUILDING CODES, UNIFIED FACILITIES CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.

P

Z

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

N

E

Y A

E G

C

H I T

E C

T U

R E

P

E N

R O

N E

S

U I T

E

L E

N E

X A

K J B

S M

T

M E

B

W F2 1R

T B

D

U N

I T

A

T E

S

A

R

A

D E

M Y

C

O

F Y

B

U I L D

I N

G

H

I G

H

B

E H

I C

I N

T E

N A

N C

E

NOT FOR

CONSTRUCTION

J U

R T

A

R

B

M I T

T A

L

RTA RFP

SUBMITTAL

1" = 30'-0"

SITE PLAN

A1A1

CS101

S I T

E

P

L A

N

LEGEND

CONCRETE PAVEMENT

KEY NOTES

RETAINING WALL

GUARD RAIL

FIRE HYDRANT WITH

PIPE BOLLARD

PIPE BOLLARDS AS SHOWN

ASPHALT PAVEMENT

0 30' 60'

SCALE: 1" = 30'

TRUE NORTH

APPROX. LIMITS OF CONCRETE

UTILITY PATCHING

APPROX. LIMITS OF ASPHALT

UTILITY PATCHING

NOTES:

1. THE LIMITS OF NEW PAVEMENT SHALL MATCH EXTENT

OF PAVEMENT REMOVED AS REQUIRED FOR PROPOSED

CONSTRUCTION AND UTILITY INSTALLATION. LIMITS

SHOWN ARE APPROXIMATE.

2. CONCRETE PAVEMENTS SHALL BE REPLACED TO

NEAREST JOINT IN WHICH IT WAS REMOVED.

3. PIPE BOLLARDS AT FIRE HYDRANTS SHALL BE IN

ACCORDANCE WITH ALL APPLICABLE CRITERIA.

PAINTED DIRECTIONAL ARROW

RE-STRIPE PARKING STALLS,

ENTIRE ROW AND DIRECTIONAL

ARROWS

RE-STRIPE PARKING STALLS

BUILDING 8122 ADDITION

HIGH BAY VEHICLE MAINTENANCE

BUILDING 8122 ADDITION

HIGH BAY VEHICLE MAINTENANCE-10.48%

-4.35%

7424.76 TOP OF WALL

7420.23 BOTTOM OF WALL

7424.76 TOP OF WALL

7420.27 BOTTOM OF WALL

F.F.E. = 7424.76

-4.00% (EX.)

-4.30% (EX.)

SLOPE NEW PAVEMENT TO

TRANSITION FROM HIGH BAY

RAMP TO EXISTING PAVEMENT

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

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R I P

T I O

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

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, BUILDING CODES, UNIFIED FACILITIES CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.

P

Z

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

N

E

Y A

E G

C

H I T

E C

T U

R E

P

E N

R O

N E

S

U I T

E

L E

N E

X A

K J B

S M

T

M E

B

W F2 1R

T B

D

U N

I T

A

T E

S

A

R

A

D E

M Y

C

O

F Y

B

U I L D

I N

G

H

I G

H

B

E H

I C

I N

T E

N A

N C

E

NOT FOR

CONSTRUCTION

J U

R T

A

R

B

M I T

T A

L

RTA RFP

SUBMITTAL

1" = 10'-0"

GRADING PLAN

A1

0 10' 20'

SCALE: 1" = 10'

A1

TRUE NORTH

CG101

G R

A D

I N

G

P

L A

N

LEGEND

EXISTING MAJOR CONTOUR

PROPOSED MINOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MAJOR CONTOUR

BUILDING 8122 ADDITION

HIGH BAY VEHICLE MAINTENANCE

W W

W

W W

W W W W W

W W W W W W

W W

E

E

E

E

E

E E

E E

E E

E E

E E

E E

S A

N S

A N

S A

N S

A N

S A

N S

A N

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

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R I P

T I O

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

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, BUILDING CODES, UNIFIED FACILITIES CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.

P

Z

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

N

E

Y A

E G

C

H I T

E C

T U

R E

P

E N

R O

N E

S

U I T

E

L E

N E

X A

K J B

S M

T

M E

B

W F2 1R

T B

D

U N

I T

A

T E

S

A

R

A

D E

M Y

C

O

F Y

B

U I L D

I N

G

H

I G

H

B

E H

I C

I N

T E

N A

N C

E

NOT FOR

CONSTRUCTION

J U

R T

A

R

B

M I T

T A

L

RTA RFP

SUBMITTAL

1" = 20'-0"

UTILITY PLAN

A1

0 30' 60'

SCALE: 1" = 30'

A1

TRUE NORTH

CU101

U T

I L I T

Y

P

L A

N

LEGEND

KEY NOTES

REROUTED 8" WATERLINE

CONNECT TO EXISTING WATERLINE

WATERLINE

WW

SANITARY SEWER

SAN

FIRE HYDRANT

FIRE HYDRANT WITH GATE VALVE, VALVE

RECONNECT TO EX. FIRE SERVICE

REROUTED BURIED ELECTRIC SERVICE

INTERCEPT EXISTING ELECTRIC

BURIED ELECTRIC

EEE

SEWER SERVICE TO NEW MANHOLE

SANITARY SEWER FROM FLOOR DRAIN TO

SAND/OIL SEPARATOR

STANDARD 48" DIA. PRECAST MANHOLE

NOTES:

1. SEE SHEETS CD101 AND CS101 FOR APPROXIMATE

PAVEMENT REMOVAL AND REPLACEMENT LIMITS FOR

UNDERGROUND UTILITY INSTALLATION.

2. CATHODIC PROTECTION SHALL BE PROVIDED FOR ALL

UNDERGROUND METALLIC PIPE AND FITTINGS.

3. COLORADO SPRINGS UTILITIES WILL REMOVE AND

INSTALL FEEDER WIRE AND TERMINATIONS FOR

ELECTRICAL RELOCATION. INSTALLATION OF THE

FEEDER CONDUIT SHALL BE THE RESPONSIBILITY OF

THE CONSTRUCTION CONTRACTOR.

OIL / WATER SEPARATOR

CONNECT NEW SANITARY MAIN

RELOCATE EXISTING ROOF DRAINS WEST

AS NOTED IN SPECIFICATIONS

CUT ABANDONED WATER MAIN AS NEEDED

SEE NOTE 3, THIS SHEET

BOX, AND PIPE BOLLARDS

SANITARY SEWER CLEANOUT AT 45° BEND

SANITARY SEWER MAIN

EXISTING P.I.V.

TO EXISTING MANHOLE

EC

EB

EA

E1 E2 E3 E4 E5 E6 E7 E8

E C BD A

1 1

EXIST. MECH

ROOM

EXIST.

COMPRESSOR

ROOM

EXIST. ELEC

ROOM

WALL ASSEMBLY TO BE REMOVED

EXISTING PARTITION TO REMAIN

DEMOLITION LEGEND

DEMOLISH EXISTING EXTERIOR WALL ASSEMBLY, INCLUDING

CMU BLOCK, EXTERIOR PRECAST PANELS, AND ALL OTHER

ASSEMBLY COMPONENTS.

DEMOLITION KEYNOTES

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

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

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, BUILDING CODES, UNIFIED FACILITIES CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.

AD100

D E

M O

L

IT

IO

N

F L O

O R

P L A

N

P N

X Q

P Z

O M

A H

A D

IS

T

R

IC

T C

A P

IT

O

L A

V E

N U

E O

M A

H A

N

E

Y A

E G

E R

A R

C H

IT

E

C T

U R

E P

E N

R O

S E

L A

N E

S

U

IT

E

L E

N E

X A

K

S

.7

.8

C P

R Z

Y G

O D

A

E W

H E

E L E

R

M T

U R

N E

R

A

U G

U S

T

W F

R

T B

D

R T

A R

F P

S U

B M

IT

T

A

LU

N

IT

E D

S T

A T

E S

A

IR

F O

R C

E A

C A

D E

M Y

C

O

F Y

B

U

IL

D

IN

G

H

IG

H

B A

Y

V E

H

IC

L E

M A

IN

T

E N

A N

C E

RTA RFP

SUBMITTAL

1/16" = 1'-0"A1

DEMOLITION FLOOR PLAN 0 8' 16' 32'

SCALE: 1/16" = 1'

NORTH

EC

EB

EA

E1 E2 E3 E4 E5 E6 E7 E8

E C BD

ADD BAY

DD

A

AE102

B1

CC BB

EXIST. MECH

ROOM

EXIST.

COMPRESSOR

ROOM

EXIST. ELEC

ROOM

AA

91' - 0" 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

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

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, BUILDING CODES, UNIFIED FACILITIES CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.

AE101

F

IR

S T

F L O

O R

P L A

N

P N

X Q

P Z

O M

A H

A D

IS

T

R

IC

T C

A P

IT

O

L A

V E

N U

E O

M A

H A

N

E

Y A

E G

E R

A R

C H

IT

E

C T

U R

E P

E N

R O

S E

L A

N E

S

U

IT

E

L E

N E

X A

K

S

.7

.8

C P

R Z

Y G

O D

A

E W

H E

E L E

R

M T

U R

N E

R

A

U G

U S

T

W F

R

T B

D

R T

A R

F P

S U

B M

IT

T

A

LU

N

IT

E D

S T

A T

E S

A

IR

F O

R C

E A

C A

D E

M Y

C

O

F Y

B

U

IL

D

IN

G

H

IG

H

B A

Y

V E

H

IC

L E

M A

IN

T

E N

A N

C E

RTA RFP

SUBMITTAL

1/16" = 1'-0"A4

FLOOR PLAN

0 8' 16' 32'

SCALE: 1/16" = 1'

NORTH

ROOM SCHEDULE

ROOM

NO ROOM NAME NET AREA

0001 ADD BAY 2913 SF

E C BD

AE201

C2

DD

AE201

J2

A

ADD BAY

AE202

J1

AE202

B1

B2

AE301

H2

AE301

CC BB AA

EXISTING MAINTENANCE BAY

13' - 9 1/4" 13' - 9 1/4" 13' - 9 1/4" 13' - 9 1/4" 13' - 9 1/4" 13' - 9 1/4" 5' - 9 1/2"

5 5

AE210

J1

AE210

C1

91' - 0"

AE211

B1

BOLLARD

PLAN KEYNOTES

MOTORIZED OVERHEAD COILING DOOR. 17'-6" W x 16'-7" H2

STAINLESS STEEL UTILITY SINK3

EMERGENCY EYEWASH + SHOWER4

EXTERIOR STEEL ELEMENTS FOR AESTHETICS5

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

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

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, BUILDING CODES, UNIFIED FACILITIES CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.

AE102

H B

V M

A D

D

IT

IO

N

E

N L A

R G

E D

F L O

O R

P L A

N

P N

X Q

P Z

O M

A H

A D

IS

T

R

IC

T C

A P

IT

O

L A

V E

N U

E O

M A

H A

N

E

Y A

E G

E R

A R

C H

IT

E

C T

U R

E P

E N

R O

S E

L A

N E

S

U

IT

E

L E

N E

X A

K

S

.7

.8

C P

R Z

Y G

O D

A

E W

H E

E L E

R

M T

U R

N E

R

A

U G

U S

T

W F

R

T B

D

R T

A R

F P

S U

B M

IT

T

A

LU

N

IT

E D

S T

A T

E S

A

IR

F O

R C

E A

C A

D E

M Y

C

O

F Y

B

U

IL

D

IN

G

H

IG

H

B A

Y

V E

H

IC

L E

M A

IN

T

E N

A N

C E

RTA RFP

SUBMITTAL

1/4" = 1'-0"B1

VMHB ADDITION - ENLARGED FLOOR PLAN

0 2' 4' 8'

SCALE: 1/4" = 1'

DD

A

MEMBRANE ROOFING SYSTEM

EXISTING ROOFING SYSTEM. NO WORK REQUIRED

BUILDING EXPANSION JOINT

CC BB AA

AE210

C1

AE211

J1

AE211

B1

PROPOSED ROOF ACCESS LOCATION - CONTRACTOR

SHALL DESIGN AND COORDINATE FINAL LOCATION.

ROOF PLAN KEYNOTES

CONTRACTOR SHALL DETERMINE EXTENTS OF EXISTING

ROOF SYSTEM TO BE MODIFIED TO ACCOMMODATE THE NEW

ADDITION. CONTRACTOR SHALL MAKE ALL MODIFICATIONS

REQUIRED AND REPAIR THE ROOF TO A WATERTIGHT,

COMPLETE SYSTEM.

1. REFER TO RFP SPECIFICATIONS FOR ROOF

REQUIREMENTS.

ROOF PLAN - 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

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

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, BUILDING CODES, UNIFIED FACILITIES CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.

AE104

R O

O F

P L A

N

P N

X Q

P Z

O M

A H

A D

IS

T

R

IC

T C

A P

IT

O

L A

V E

N U

E O

M A

H A

N

E

Y A

E G

E R

A R

C H

IT

E

C T

U R

E P

E N

R O

S E

L A

N E

S

U

IT

E

L E

N E

X A

K

S

.7

.8

C P

R Z

Y G

O D

A

E W

H E

E L E

R

M T

U R

N E

R

A

U G

U S

T

W F

R

T B

D

R T

A R

F P

S U

B M

IT

T

A

LU

N

IT

E D

S T

A T

E S

A

IR

F O

R C

E A

C A

D E

M Y

C

O

F Y

B

U

IL

D

IN

G

H

IG

H

B A

Y

V E

H

IC

L E

M A

IN

T

E N

A N

C E

RTA RFP

SUBMITTAL

1/4" = 1'-0"A2

ROOF PLAN 0 2' 4' 8'

SCALE: 1/4" = 1'

AE201

C2

DD

AE201

J2

A

AE202

B1

CC BB AA

ADD BAY

AE202

J1

CRANE COVERAGE AREA

67' - 0"

AE210

J1

AE210

C1

AE211

B1

PISTON LIFT PITS. CONTRACTOR SHALL

DESIGN AND COORDINATE FINAL LOCATION

WITH THE GOVERNMENT AND OTHER PROJECT

REQUIREMENTS.

PLAN KEYNOTES

COORDINATE FINAL CRANE COVERAGE LIMITS

WITH GOVERNMENT.

MINIMUM ALLOWED CLEAR HEIGHT IS 18'-9" IN

THIS AREA. REFER TO AE301.

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

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

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, BUILDING CODES, UNIFIED FACILITIES CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.

AE121

C R

A N

E C

O V

E R

A G

E A

N D

L A

Y O

U T

P L A

N

P N

X Q

P Z

O M

A H

A D

IS

T

R

IC

T C

A P

IT

O

L A

V E

N U

E O

M A

H A

N

E

Y A

E G

E R

A R

C H

IT

E

C T

U R

E P

E N

R O

S E

L A

N E

S

U

IT

E

L E

N E

X A

K

S

.7

.8

C P

R Z

Y G

O D

A

E W

H E

E L E

R

M T

U R

N E

R

A

U G

U S

T

W F

R

T B

D

R T

A R

F P

S U

B M

IT

T

A

LU

N

IT

E D

S T

A T

E S

A

IR

F O

R C

E A

C A

D E

M Y

C

O

F Y

B

U

IL

D

IN

G

H

IG

H

B A

Y

V E

H

IC

L E

M A

IN

T

E N

A N

C E

RTA RFP

SUBMITTAL

0 2' 4' 8'

SCALE: 1/4" = 1'

NORTH

1/4" = 1'-0"B1

VMHB ADDITION - CRANE COVERAGE AND PISTON LIFT PLAN

1 1 123

FINISH FLOOR

100' - 0"

T.O. EXISTING

PARAPET

118' - 9"

T.O. ADDITION

PARAPET

130' - 0"

FINISH FLOOR

100' - 0"

T.O. EXISTING

PARAPET

118' - 9"

T.O. ADDITION

PARAPET

130' - 0"

EXTERIOR FINISH MATERIALS LEGEND

CONCRETE WALL PANELS

3 PAINTED INSULATED METAL DOOR

4 GLAZING IN ALUMINUM STOREFRONT OR

CURTAINWALL SYSTEM

2 COILING OVERHEAD DOOR

5 METAL PANEL IN ALUMINUM STOREFRONT

OR CURTAINWALL SYSTEM

46 PAINTED STEEL ELEMENTS

*NOT ALL FINISH MATERIALS MAY BE USED ON

ALL ELEVATIONS

47 BOLLARD

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. PRECAST CONCRETE ELEMENTS SHALL MATCH

THE EXISTING PRECAST IN PROFILE, DETAILING,

TEXTURE, FINISH, AND COLOR.

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

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

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, BUILDING CODES, UNIFIED FACILITIES CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.

AE201

E X

T E

R

IO

R E

L E

V A

T

IO

N S

C

L

IN

B A

S E

B

ID

P N

X Q

P Z

O M

A H

A D

IS

T

R

IC

T C

A P

IT

O

L A

V E

N U

E O

M A

H A

N

E

Y A

E G

E R

A R

C H

IT

E

C T

U R

E P

E N

R O

S E

L A

N E

S

U

IT

E

L E

N E

X A

K

S

.7

.8

C P

R Z

Y G

O D

A

E W

H E

E L E

R

M T

U R

N E

R

A

U G

U S

T

W F

R

T B

D

R T

A R

F P

S U

B M

IT

T

A

LU

N

IT

E D

S T

A T

E S

A

IR

F O

R C

E A

C A

D E

M Y

C

O

F Y

B

U

IL

D

IN

G

H

IG

H

B A

Y

V E

H

IC

L E

M A

IN

T

E N

A N

C E

RTA RFP

SUBMITTAL

1/8" = 1'-0"J2

NORTH ELEVATION - CLIN 0001 - BASE BID

1/8" = 1'-0"C2

SOUTH ELEVATION - CLIN 0001 - BASE BID

0 4' 8' 16'

SCALE: 1/8" = 1'

6 5 5

5 5

EXISTING TO REMAIN NEW WORK ADDITION

EXISTING TO REMAINNEW WORK ADDITION

T.O. ADDITION

PARAPET

130' - 0"

FINISH FLOOR

100' - 0"

T.O. EXISTING

PARAPET

118' - 9"

T.O. ADDITION

PARAPET

130' - 0"

EXTERIOR FINISH MATERIALS LEGEND

CONCRETE WALL PANELS

3 PAINTED INSULATED METAL DOOR

4 GLAZING IN ALUMINUM STOREFRONT OR

CURTAINWALL SYSTEM

2 COILING OVERHEAD DOOR

5 METAL PANEL IN ALUMINUM STOREFRONT

OR CURTAINWALL SYSTEM

46 PAINTED STEEL ELEMENTS

*NOT ALL FINISH MATERIALS MAY BE USED ON

ALL ELEVATIONS

47 BOLLARD

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. PRECAST CONCRETE ELEMENTS SHALL MATCH

THE EXISTING PRECAST IN PROFILE, DETAILING,

TEXTURE, FINISH, AND COLOR.

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

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

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, BUILDING CODES, UNIFIED FACILITIES CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.

AE202

E X

T E

R

IO

R E

L E

V A

T

IO

N S

C

L

IN

B A

S E

B

ID

P N

X Q

P Z

O M

A H

A D

IS

T

R

IC

T C

A P

IT

O

L A

V E

N U

E O

M A

H A

N

E

Y A

E G

E R

A R

C H

IT

E

C T

U R

E P

E N

R O

S E

L A

N E

S

U

IT

E

L E

N E

X A

K

S

.7

.8

C P

R Z

Y G

O D

A

E W

H E

E L E

R

M T

U R

N E

R

A

U G

U S

T

W F

R

T B

D

R T

A R

F P

S U

B M

IT

T

A

LU

N

IT

E D

S T

A T

E S

A

IR

F O

R C

E A

C A

D E

M Y

C

O

F Y

B

U

IL

D

IN

G

H

IG

H

B A

Y

V E

H

IC

L E

M A

IN

T

E N

A N

C E

RTA RFP

SUBMITTAL

6 5 4

6 5 4

1/8" = 1'-0"J1

EAST ELEVATION - CLIN 0001 - BASE BID

1/8" = 1'-0"B1

WEST ELEVATION - CLIN 0001 - BASE BID

0 4' 8' 16'

SCALE: 1/8" = 1'

E X

IS

T

IN

G

M

A

IN

N

W

D

IT

IO

N

EXISTING BEYOND NEW

T.O. EXISTING

PARAPET

118' - 9"

T.O. ADDITION

PARAPET

130' - 0"

FINISH FLOOR

100' - 0"

T.O. EXISTING

PARAPET

118' - 9"

T.O. ADDITION

PARAPET

130' - 0"

EXTERIOR FINISH MATERIALS LEGEND

CONCRETE WALL PANELS

3 PAINTED INSULATED METAL DOOR

4 GLAZING IN ALUMINUM STOREFRONT OR

CURTAINWALL SYSTEM

2 COILING OVERHEAD DOOR

5 METAL PANEL IN ALUMINUM STOREFRONT

OR CURTAINWALL SYSTEM

46 PAINTED STEEL ELEMENTS

*NOT ALL FINISH MATERIALS MAY BE USED ON

ALL ELEVATIONS

47 BOLLARD

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. PRECAST CONCRETE ELEMENTS SHALL MATCH

THE EXISTING PRECAST IN PROFILE, DETAILING,

TEXTURE, FINISH, AND COLOR.

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

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

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, BUILDING CODES, UNIFIED FACILITIES CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.

AE210

E X

T E

R

IO

R E

L E

V A

T

IO

N S

C

L

IN

B

ID

O P

T

IO

N

P N

X Q

P Z

O M

A H

A D

IS

T

R

IC

T C

A P

IT

O

L A

V E

N U

E O

M A

H A

N

E

Y A

E G

E R

A R

C H

IT

E

C T

U R

E P

E N

R O

S E

L A

N E

S

U

IT

E

L E

N E

X A

K

S

.7

.8

C P

R Z

Y G

O D

A

E W

H E

E L E

R

M T

U R

N E

R

A

U G

U S

T

W F

R

T B

D

R T

A R

F P

S U

B M

IT

T

A

LU

N

IT

E D

S T

A T

E S

A

IR

F O

R C

E A

C A

D E

M Y

C

O

F Y

B

U

IL

D

IN

G

H

IG

H

B A

Y

V E

H

IC

L E

M A

IN

T

E N

A N

C E

RTA RFP

SUBMITTAL

1/8" = 1'-0"J1

NORTH ELEVATION - CLIN 0007 - BID OPTION

1/8" = 1'-0"C1

SOUTH ELEVATION - CLIN 0007 - BID OPTION

6 5 4

31 7

EXISTING TO REMAIN NEW WORK ADDITION

5 4

EXISTING TO REMAINNEW WORK ADDITION

0 4' 8' 16'

SCALE: 1/8" = 1'

T.O. ADDITION

PARAPET

130' - 0"

FINISH FLOOR

100' - 0"

T.O. EXISTING

PARAPET

118' - 9"

T.O. ADDITION

PARAPET

130' - 0"

EXTERIOR FINISH MATERIALS LEGEND

CONCRETE WALL PANELS

3 PAINTED INSULATED METAL DOOR

4 GLAZING IN ALUMINUM STOREFRONT OR

CURTAINWALL SYSTEM

2 COILING OVERHEAD DOOR

5 METAL PANEL IN ALUMINUM STOREFRONT

OR CURTAINWALL SYSTEM

46 PAINTED STEEL ELEMENTS

*NOT ALL FINISH MATERIALS MAY BE USED ON

ALL ELEVATIONS

47 BOLLARD

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. PRECAST CONCRETE ELEMENTS SHALL MATCH

THE EXISTING PRECAST IN PROFILE, DETAILING,

TEXTURE, FINISH, AND COLOR.

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

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

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, BUILDING CODES, UNIFIED FACILITIES CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.

AE211

E X

T E

R

IO

R E

L E

V A

T

IO

N S

C

L

IN

B

ID

O P

T

IO

N

P N

X Q

P Z

O M

A H

A D

IS

T

R

IC

T C

A P

IT

O

L A

V E

N U

E O

M A

H A

N

E

Y A

E G

E R

A R

C H

IT

E

C T

U R

E P

E N

R O

S E

L A

N E

S

U

IT

E

L E

N E

X A

K

S

.7

.8

C P

R Z

Y G

O D

A

E W

H E

E L E

R

M T

U R

N E

R

A

U G

U S

T

W F

R

T B

D

R T

A R

F P

S U

B M

IT

T

A

LU

N

IT

E D

S T

A T

E S

A

IR

F O

R C

E A

C A

D E

M Y

C

O

F Y

B

U

IL

D

IN

G

H

IG

H

B A

Y

V E

H

IC

L E

M A

IN

T

E N

A N

C E

RTA RFP

SUBMITTAL

1/8" = 1'-0"J1

EAST ELEVATION - CLIN 0007 - BID OPTION

1/8" = 1'-0"B1

WEST ELEVATION - CLIN 0007 - BID OPTION

6 5 4

6 5 4

0 4' 8' 16'

SCALE: 1/8" = 1'

E X

IS

T

IN

G

M

A

IN

N

D

IT

IO

EXISTING BEYOND NEW

T.O. EXISTING

PARAPET

118' - 9"

T.O. ADDITION

PARAPET

130' - 0"

20'-6" TO BOTTOM OF CRANE HOOK

PISTON LIFT PIT PISTON LIFT PIT PISTON LIFT PIT

18'-9" MINIMUM CLEAR HEIGHT

FINISH FLOOR

100' - 0"

T.O. EXISTING

PARAPET

118' - 9"

T.O. ADDITION

PARAPET

130' - 0"

PISTON

LIFT

PIT

20'-6" TO BOTTOM OF CRANE HOOK

18'-9" MINIMUM

CLEAR HEIGHT

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

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

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, BUILDING CODES, UNIFIED FACILITIES CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.

AE301

B U

IL

D

IN

G

S E

C T

IO

N

S

P N

X Q

P Z

O M

A H

A D

IS

T

R

IC

T C

A P

IT

O

L A

V E

N U

E O

M A

H A

N

E

Y A

E G

E R

A R

C H

IT

E

C T

U R

E P

E N

R O

S E

L A

N E

S

U

IT

E

L E

N E

X A

K

S

.7

.8

C P

R Z

Y G

O D

A

E W

H E

E L E

R

M T

U R

N E

R

A

U G

U S

T

W F

R

T B

D

R T

A R

F P

S U

B M

IT

T

A

LU

N

IT

E D

S T

A T

E S

A

IR

F O

R C

E A

C A

D E

M Y

C

O

F Y

B

U

IL

D

IN

G

H

IG

H

B A

Y

V E

H

IC

L E

M A

IN

T

E N

A N

C E

RTA RFP

SUBMITTAL

1/8" = 1'-0"B2

NORTHWEST LONGITUDINAL SECTION - THRU SERVICE DOOR

1/8" = 1'-0"H2

NORTHEAST TRANSVERSE SECTION - VMHB ADDITION

0 4' 8' 16'

SCALE: 1/8" = 1'

SHEET ID

U S

A R

M Y

C O

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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

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

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M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

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, BUILDING CODES, UNIFIED FACILITIES CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.

AE801

E X

T E

R

IO

R

D V

IE

W

C

L

IN

B A

S E

B

ID

P N

X Q

P Z

O M

A H

A D

IS

T

R

IC

T C

A P

IT

O

L A

V E

N U

E O

M A

H A

N

E

Y A

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E R

A R

C H

IT

E

C T

U R

E P

E N

R O

S E

L A

N E

S

U

IT

E

L E

N E

X A

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.7

.8

C P

R Z

Y G

O D

A

E W

H E

E L E

R

M T

U R

N E

R

A

U G

U S

T

W F

R

T B

D

R T

A R

F P

S U

B M

IT

T

A

LU

N

IT

E D

S T

A T

E S

A

IR

F O

R C

E A

C A

D E

M Y

C

O

F Y

B

U

IL

D

IN

G

H

IG

H

B A

Y

V E

H

IC

L E

M A

IN

T

E N

A N

C E

RTA RFP

SUBMITTAL

NTSA1

VIEW FROM THE SOUTHWEST - CLIN 0001 - BASE BID

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

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

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, BUILDING CODES, UNIFIED FACILITIES CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.

AE810

E X

T E

R

IO

R

D V

IE

W

C

L

IN

B

ID

O P

T

IO

N

P N

X Q

P Z

O M

A H

A D

IS

T

R

IC

T C

A P

IT

O

L A

V E

N U

E O

M A

H A

N

E

Y A

E G

E R

A R

C H

IT

E

C T

U R

E P

E N

R O

S E

L A

N E

S

U

IT

E

L E

N E

X A

K

S

.7

.8

C P

R Z

Y G

O D

A

E W

H E

E L E

R

M T

U R

N E

R

A

U G

U S

T

W F

R

T B

D

R T

A R

F P

S U

B M

IT

T

A

LU

N

IT

E D

S T

A T

E S

A

IR

F O

R C

E A

C A

D E

M Y

C

O

F Y

B

U

IL

D

IN

G

H

IG

H

B A

Y

V E

H

IC

L E

M A

IN

T

E N

A N

C E

RTA RFP

SUBMITTAL

3" = 1'-0"A1

VIEW FROM THE SOUTHWEST - CLIN 0007 - BID OPTION

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

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

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, BUILDING CODES, UNIFIED FACILITIES CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.

IN601

IN

T

E R

IO

R

F

IN

IS

H

L E

G E

N D

P N

X Q

P Z

O M

A H

A D

IS

T

R

IC

T C

A P

IT

O

L A

V E

N U

E O

M A

H A

N

E

Y A

E G

E R

A R

C H

IT

E

C T

U R

E P

E N

R O

S E

L A

N E

S

U

IT

E

L E

N E

X A

K

S

.7

.8

C P

R Z

Y G

O D

A

E W

H E

E L E

R

M T

U R

N E

R

A

U G

U S

T

W F

R

T B

D

R T

A R

F P

S U

B M

IT

T

A

LU

N

IT

E D

S T

A T

E S

A

IR

F O

R C

E A

C A

D E

M Y

C

O

F Y

B

U

IL

D

IN

G

H

IG

H

B A

Y

V E

H

IC

L E

M A

IN

T

E N

A N

C E

RTA RFP

SUBMITTAL

INTERIOR FINISH LEGEND

Name CODE DESCRIPTION

1 FLOORING

1 FLOORING EPOX FLOOR EPOXY WITH INTEGRAL COVE BASE

2 WALLS

2 WALLS CMU / P-1 PAINTED CMU WALLS

3 CEILING

3 CEILING EXP EXPOSED PAINTED STRUCTURE

4 STRIPING

4 STRIPING STR YELLOW STRIPING ON FLOOR WALKWAYS. COORDINATE STRIPING LOCATIONS WITH GOVERNMENT.

INTERIOR FINISH SCHEDULE

ROOM NO ROOM NAME

WALL FINISH FLOOR CEILING

REMARKSNORTH EAST SOUTH WEST FLOOR MATERIAL CEILING MATL

0001 ADD BAY PAINTED CMU PAINTED CMU PAINTED CMU PAINTED CMU EPOXY W/ INTEGRAL

COVER BASE

EXPOSED PAINTED

STRUCTURE

INTERIOR FINISHES ABBREVIATIONS

Key Name Comments

CMU CONCRETE MASONRY UNITS

EPOX EPOXY FLOORING SYSTEM

EXP EXPOSED

STR STRIPING

GENERAL INTERIOR FINISH NOTES

NOTE

NUMBER DESCRIPTION

1 THE MANUFACTURER AND ITEM NUMBER ARE INDICATED ONLY TO

SHOW DESIGN INTENT AND THERE IS NO INTENT TO LIMIT THE

SELECTION OF SIMILAR PRODUCTS OF OTHER MANUFACTURERS.

AE201

C2

DD

AE201

J2

A

AE202

B1

ADD BAY

AE202

J1

C W C WC W

C W

C W

CC BB AA

AE210

J1

AE210

C1

AE211

B1

WALL MOUNTED LUBRICATION DISPENSING REELS (6)

EQUIPMENT PLAN KEYNOTES

WASHER2

DRYER3

COMPRESSED AIR DISCONNECT CHUCKS & REGULATORS

(GOVERNMENT PURCHASE)

*NOTE: FINAL LOCATIONS SHALL BE FINALIZED AND

COORDINATED WITH THE GOVERNMENT

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

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

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, BUILDING CODES, UNIFIED FACILITIES CRITERIA (UFC) AND ALL OTHER APPLICABLE CRITERIA.

IF112

E Q

U

IP

M E

N T

P L A

N

P N

X Q

P Z

O M

A H

A D

IS

T

R

IC

T C

A P

IT

O

L A

V E

N U

E O

M A

H A

N

E

Y A

E G

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A R

C H

IT

E

C T

U R

E P

E N

R O

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L A

N E

S

U

IT

E

L E

N E

X A

K

S

.7

.8

C P

R Z

Y G

O D

A

E W

H E

E L E

R

M T

U R

N E

R

A

U G

U S

T

W F

R

T B

D

R T

A R

F P

S U

B M

IT

T

A

LU

N

IT

E D

S T

A T

E S

A

IR

F O

R C

E A

C A

D E

M Y

C

O

F Y

B

U

IL

D

IN

G

H

IG

H

B A

Y

V E

H

IC

L E

M A

IN

T

E N

A N

C E

RTA RFP

SUBMITTAL

1/4" = 1'-0"A1

VMHB ADDITION - EQUIPMENT PLAN

0 2' 4' 8'

SCALE: 1/4" = 1'

NORTH

4 4