100% Revised Three Phases.pdf

PDF 16 MB Posted May 24, 2019

Attached to: Amendment 001 Proposal Request for LSF West Paving Project at MMAC OKC, OK 6973GH-19-R-00169
Solicitation number: 6973GH-19-R-00169
Issued by: Department of Transportation Federal Aviation Administration Aeronautical Center

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STREET

MIKE MONRONEY

BLVD.

MIKE MONRONEY

BLVD.

H A L A B Y

D R

Q U E S A D A

D R

I-35

SW 29TH

SW 54TH

SW 89TH

M A

C A

R T

H U

P O

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L A

N D

RENO

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S H

SMIKE MONRONEY

AERONAUTICAL

CENTER

POINT OF ENTRY

PATH OF TRAVEL

PROJECT BUILDING

EXISTING BUILDING

CONSTRUCTION STAGING AREA

HAUL ROUTE LEGEND

FEDERAL AVIATION ADMINISTRATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

DEPARTMENT OF TRANSPORTATION

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts 15 and 1520, except with written permission of the Secretary of Transportation.

Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

SPUR DESIGN

PROJECT MANAGER: APPROVED BY:

REV DATE CHECKED APPVDDESCRIPTION

REVIEWED BY

DRAWN

DESIGNED DATE

DWAINE RHODES

DEPARTMENT OF TRANSPORTATION

FEDERAL AVIATION ADMINISTRATION

MIKE MONRONEY AERONAUTICAL CENTER

OKLAHOMA CITY, OK

10/12/2018

FACILITY MANAGEMENT

AMP-400

ISSUED BY OFFICE OF

CONTRACT # DTFAAC-16-D-00038 WO #6973GH-18-F-01245

100% CONSTRUCTION DOCUMENTS

LSF WEST DRIVE MODIFICATIONS

100% CONSTRUCTION DOCUMENTS

LSF WEST DRIVE MODIFICATIONS

COVER SHEET

1" = 400'-0"

HAUL ROUTE MAP

OF 3331 OF

10/12/2018

CODES, STANDARDS AND EXECUTIVE ORDERS

GENERAL NOTES

1. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES, ORDINANCES AND LAWS HAVING JURISDICTION AT THE PROJECT SITE. REFER TO

CODE ANALYSIS SHEET. NOTIFY ARCHITECT IN WRITING OF ALL CONFLICTS.

2. ALL DRAWINGS (THE ARCHITECT'S AND THE MULTIPLE CONSULTANTS' DRAWINGS) ARE COMPLEMENTARY. INFORMATION SHOWN ON ARCHITECTURAL DRAWINGS BUT NOT SHOWN ON THE MULTIPLE CONSULTANTS' DRAWINGS SHALL BE INTERPRETED AS BEING SHOWN ON THE MULTIPLE CONSULTANTS' DRAWINGS. INFORMATION SHOWN ON THE MULTIPLE CONSULTANTS' DRAWINGS BUT NOT ON THE ARCHITECTURAL DRAWING SHALL BE INTERPRETED AS BEING SHOWN ON THE ARCHITECT'S DRAWINGS. NOTIFY ARCHITECT IMMEDIATELY UPON DISCOVERY OF

CONFLICTS AND DISCREPANCIES.

3. GC TO REVIEW AND COORDINATE REQUIREMENTS OF THE DRAWINGS BEFORE BEGINNING INSTALLATION OF WORK. REPORT DISCREPANCIES IN WRITING TO THE ARCHITECT. WORK INSTALLED AND FOUND IN CONFLICT WITH THE REQUIREMENTS INDICATED ON DRAWINGS SHALL BE

CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

4. GC TO COORDINATE WORK OF VARIOUS CONSTRUCTION TRADES HAVING INTERDEPENDENT RESPONSIBILITIES FOR INSTALLING, CONNECTING TO

AND PLACING.

5. GC TO COORDINATE SPACE REQUIREMENTS AND INSTALLATION OF MECHANICAL AND ELECTRICAL WORK INDICATED ON DRAWINGS. VERIFY LOCATION AND REQUIRED OPENING SIZES FOR MECHANICAL EQUIPMENT, LOCATION AND REQUIRED OPENING SIZES FOR MECHANICAL EQUIPMENT, LOCATION AND SIZES OF EQUIPMENT FOR PADS AND BASES, AND REQUIREMENT AND LOCATION OF POWER AND WATER FOR DRAIN INSTALLATION

WITH EQUIPMENT MANUFACTURERS' BEFORE PROCEEDING WITH THE WORK.

6. GC TO COMPLY WITH INSTALLATION REQUIREMENTS OF MANUFACTURERS' INSTRUCTIONS AND APPROVED SHOP DRAWINGS.

7. ADEQUATE AND STURDY SUPPORT SHALL BE PROVIDED FOR ALL DEVICES. WHERE MULTI-POINT FASTENING TO STUD FRAMING IS PROVIDED, WOOD

BLOCKING OR BACKING IS NOT REQUIRED.

8. SLOPE FLOOR SLABS TO FLOOR DRAINS AT 1/8-INCH PER FOOT OR AS INDICATED ON DRAWINGS. PROVIDE SLAB DEPRESSIONS AS REQUIRED FOR

THICK SET FLOORING SYSTEMS TO SLOPE TO DRAINS AT 1/8-INCH PER FOOT.

9. ALL HORIZONTAL METAL FLASHING SHALL HAVE 5-DEGREE POSITIVE PITCH IN ORDER TO DRAIN WATER AWAY AND OUT FROM THE BUILDING. IT IS

ACCEPTABLE TO INSTALL ALUMINUM FLASHING PRIOR TO PRIMING PROVIDED ADJACENT FINISHES ARE UNAFFECTED.

10. LOCATE UTILITIES BEFORE SITE WORK IS BEGUN. CALL UTILITY COMPANIES, CITY UTILITY DEPARTMENTS AND OWNERS' MAINTENANCE CHIEF FOR

ASSISTANCE IN LOCATIONS.

SYMBOLS LEGEND

ARCHITECTURAL ABBREVIATIONS

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES

ADC AUTOMATIC DOOR CLOSER

ADH ADHESIVE

ADMIN ADMINISTRATION

ADB AUTOMATIC DOOR BOTTOM

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFB ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

ALUM ALUMINUM

AR AS REQUIRED

ASB ASBESTOS

AWT ACOUSTICAL WALL TREATMENT

BAT BATTEN

BEV BEVEL

BLKT BLANKET

BM BEAM OR BENCHMARK

BOT BOTTOM

BRG BEARING

BRG PL BEARING PLATE

BRKT BRACKET

BTWN BETWEEN

C TO C CENTER TO CENTER

CAB CABINET

CAC CEILING ATTENUATION CLASS

CB CORNER BEAD

CBB CEMENTITIOUS BACKER BOARD

CCTV CLOSED CIRCUIT TELEVISION

CD CONSTRUCTION DOCUMENTS OR

CONTRACT DOCUMENTS

CEM CEMENT

CER CERAMIC

CFCI CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CF0I CONTRACTOR FURNISHED

OWNER INSTALLED

CFMF COLD-FORMED METAL FRAMING

CG CORNER GUARD

CH CONDUCTOR HEAD

CHFR CHAMFER

CJ CONSTRUCTION JOINT OR

CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG HT CEILING HEIGHT

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE OR CONTINUOUS

CONTR CONTRACTOR

CORR CORRIDOR

CPRS COMPRESSIBLE

CPT CARPET

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTRL CONTROL

DBL DOUBLE

DEMO DEMOLITION

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DL DEAD LOAD

DR DOOR OR DRAIN

DR FR DOOR FRAME

DR OPNG DOOR OPENING

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC

ELEC DR OP ELECTRIC DOOR OPENER

ELEV ELEVATOR OR ELEVATION

EQ EQUAL

EQL EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ESC ESCUTCHEON

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXP EXPANSION OR EXPOSED

EXT EXTINGUISHER

F FEMALE

FA FIRE ALARM

FAB FABRIC

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FACE

FF&E FURNITURE, FIXTURE, & EQUIPMENT

FIN FINISH

FIN FLR FINISH FLOOR (ELEVATION)

FIN WD FINISH WOOD

FIXT FIXTURE

FL FLOORLINE

FLSHG FLASHING

FLR FLOOR

FLR FIN FLOOR FINISH

FLR SK FLOOR SINK

FLUOR FIX FLUORESCENT FIXTURE

FO FINISHED OPENING

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF SLAB OR FACE OF STUD

FOW FACE OF WALL

FP FIRE PROTECTION OR FIREPROOF

FR FIRE RATING, FIRE RESISTANCE, OR FRAME

FRMG FRAMING

FRP FIBER REINFORCED POLYESTER OR

FIBER REINFORCED PLASTIC

FT FEET OR FOOT

FURG FURRING

FURN FURNISH OR FURNITURE

FWC FABRIC WALLCOVERING

GA GAGE

GALV GALVANIC OR GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GD GUARD

GDR GUARD RAIL

GL GLASS

GT GROUT

GYP BD GYPSUM BOARD

H PLAM HIGH PRESSURE PLASTIC LAMINATE

HDR HARDWARE

HM HOLLOW METAL

HDRL HANDRAIL

HORIZ HORIZONTAL

HS HEAT-STRENGTHENED (GLASS)

OR HIGH STRENGTH

HT HEIGHT

ID INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

KPL KICKPLATE

L ANGLE

LAM GL LAMINATED GLASS

LAV LAVATORY

LD BRG LOAD-BEARING

LF LINEAR FEET (FOOT)

LINO LINOLEUM

LT GA LIGHT GAUGE

LVR LOUVER

LVT LUXURY VINYL TILE

MAX MAXIMUM

MCB METAL CORNER BEAD

MD METAL DECK

MECH RM MECHANICAL ROOM

MEL MELAMINE

MEMB MEMBRANE

MF MILL FINISH

MFR REC MANUFACTURER'S RECOMMENDATIONS

MIN MINUTE OR MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MLWK MILLWORK

MO MASONRY OPENING

MOPR MOP RACK

MR MOISTURE RESISTANT

MS MACHINE SCREW OR MOP SINK

MTD MOUNTED

MTL METAL

MULL MULLION

MW MICROWAVE

NC NOISE CRITERIA

NCOMBL NONCOMBUSTIBLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

O/O OUT TO OUT

OA OUTSIDE AIR OR OVERALL

OC ON CENTER

OD OUTSIDE DIMENSION OR

OUTSIDE DIAMETER

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFOI OWNER FURNISHED

OWNER INSTALLED

OFF OFFICE

OH DR OVERHEAD (COILING) DOOR

OPP OPPOSITE

PLAM PLASTIC LAMINATE

PLAS PLASTIC

PLYWD PLYWOOD

PMTL PAINTED METAL

PNL PANEL

PR PAIR

PT PAINT

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PVC POLYVINYL CHLORIDE (PLASTIC)

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QTY QUANTITY

QUAL QUALITY

R RADIUS OR RISER

RB RUBBER BASE

RB HK ROBE HOOK

RBR RUBBER

RCP REFLECTED CEILING PLAN

REC RECESSED

RECPT RECEPTACLE

RECT RECTANGLE

REF REFERENCE OR REFRIGERATOR

REINF REINFORCE

REQD REQUIRED

RESIL RESILIENT

RET RETURN

REV REVISION

RM ROOM

RO ROUGH OPENING

RV ROOF VENT

SAT SUSPENDED ACOUSTICAL TILE

SCHED SCHEDULE

SCWD SOLID CORE WOOD DOOR

SF SQUARE FOOT (FEET)

SHT SHEET

SHV SHELVING

SIM SIMILAR

SLNT SEALANT

SM SHEET METAL

SMK SMOKE

SND SANITARY NAPKIN DISPENSER

SND INS SOUND INSULATION

SNDU SANITARY NAPKIN DISPOSAL UNIT

SPEC SPECIFICATION

SPKLR SPRINKLER

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS SERVICE SINK

SST STAINLESS STEEL

ST STAIRS

STC SOUND TRANSMISSION CLASS

STD STANDARD

STNLS STAINLESS

STOR STORAGE

SUSP CLG SUSPENDED CEILING

SV SHEET VINYL

T TREAD

T&G TONGUE AND GROOVE

TB TOWEL BAR

TD TOWEL DISPENSER

TEL TELEPHONE

THRES THRESHOLD

THRU THROUGH

TMPD GL TEMPERED GLASS

TO TOP OF

TO FDN TOP OF FOUNDATION

TOB TOP OF BEAM

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPH TOILET PAPER HOLDER

TR TOWER RACK

TYP TYPICAL

UCD UNDERCUT DOOR

UON UNLESS OTHERWISE NOTED

UR URINAL

UTIL UTILITY

VAR VARIES

VCT VINYL COMPOSITION TILE

VFAT VINYL FACED ACOUSITCAL TILE

VR VAPOR RETARDER

VMC VINYL WALL COVERING

VWF VINYL WALL FABRIC

W/ WITH

W/O WITHOUT

WBL WOOD BLOCKING

WC WALL COVERING OR WATER CLOSET

WC WL HNG WATER CLOSET, WALL HUNG

WD WOOD

WDW WINDOW

WFAB WALL FABRIC

WSCT WAINSCOT

X BRACE CROSS BRACE

YD YARD

1. DEMOLITION AS USED HEREIN APPLIES TO WORK INSTALLED UNDER THIS CONTRACT AS WELL AS TO BUILDINGS AND CONSTRUCTION IN PLACE

PRIOR TO EXECUTION TO THIS CONTRACT.

2. DEMOLITION OF ANY EXISTING CONSTRUCTION REQUIRED FOR ANY TRADE TO PROPERLY PERFORM THEIR WORK SHALL BE ACCOMPLISHED AS

PART OF THIS CONTRACT.

3. WHERE THE REMOVAL OF AN ASSEMBLY, OR SYSTEM, IS REQUIRED TO PERFORM THE CONTRACT WORK, IT SHALL BE REMOVED COMPLETELY

INCLUDING FURRING, SUSPENSION DEVICES, FASTENERS, ADHESIVES, SETTINGS BEDS, ETC.

4. WHERE THE RELOCATION OR REROUTING OF EXISTING ELECTRICAL OR MECHANICAL SYSTEMS THAT ARE TO REMAIN IN SERVICE IS REQUIRED TO ACCOMPLISH THE CONTRACT WORK, SUCH SYSTEMS SHALL BE REVISED, REWORKED AND RESTORED TO SERVICE WITH MINIMAL DOWNTIME

AND DISRUPTION TO THE OWNER'S OPERATIONS.

5. ALL PIPING, DUCTWORK, CONDUIT, EQUIPMENT AND DEVICES TAKEN OUT OF SERVICE SHALL BE REMOVED IN THEIR ENTIRETY. CONTRACTOR TO PROVIDE A MINIMUM (2) WEEK NOTICE TO VA PRIOR TO SHUTDOWN TO ENABLE VA TO SCHEDULE OUTAGES.

6. PROTECT ALL EXISTING ROOFS, FLASHING AND SEALED JOINTS ADJACENT TO DEMOLITION AND CONSTRUCTION FROM PHYSICAL DAMAGE, SUCH

PROTECTION TO REMAIN IN PLACE UNTIL THE POTENTIAL OF DAMAGE HAS PASSED.

7. REMOVAL OF EXISTING MATERIALS SHALL BE TAKEN TO A POINT THAT PATCHING CAN BE ACCOMPLISHED TO GIVE A REASONABLE MATCH OR

LINE.

8. REMOVE CONCRETE TO A SAW LINE OR TO AN EXISTING JOINT.

9. REMOVE MASONRY TO A SAW LINE OR TO A TOOTHED PATTERN TO ALLOW FOR PATCHING.

10. REPAIR ALL PAVING, WALKS AND OTHER SITE STRUCTURES DAMAGED BY DEMOLITION OR CONSTRUCTION.

11. REPAIR ALL ELECTRICAL, PLUMBING AND HVAC LINES, DEVICES AND EQUIPMENT DAMAGED BY DEMOLITION OR CONSTRUCTION.

DEMOLITION, CUTTING AND PATCHING

1. KEEP ALL ROADS, WALKWAYS, PARKING LOTS, ENTRANCES AND EXITS CLEAR OF CONSTRUCTION MATERIALS, DEBRIS AND STANDING VEHICLES

AND EQUIPMENT.

2. ALL BUILDING EXITWAYS, BOTH INTERIOR AND EXTERIOR, SHALL BE MAINTAINED AND OPEN TO TRAFFIC DURING THE COURSE OF THE PROJECT.

3. PROTECT ALL OCCUPANTS AND VISITORS FROM CONSTRUCTION RELATED AREAS. COORDINATE LOCATIONS OF BARRIERS AND PROTECTIVE

CONSTRUCTION WITH THE ARCHITECT AND THE OWNER.

4. MAINTAIN OPERATION OF ALL EXISTING BUILDING SYSTEMS INCLUDING, BUT NO LIMITED TO, THE FIRE PROTECTION AND ALARM SYSTEMS AND

EQUIPMENT AT ALL TIMES DURING THE COURSE OF THE PROJECT.

5. COORDINATE EXISTING ELECTRICAL AND MECHANICAL SYSTEM SHUT-DOWNS WITH THE OWNER. CONTRACTOR TO PROVIDE A MINIMUM (2) WEEK

NOTICE TO VA PRIOR TO SHUTDOWN TO ENABLE VA TO SCHEDULE OUTAGES.

6. MAINTAIN TEMPORARY SYSTEMS IN OPERATION UNTIL PERMANENT SYSTEMS ARE INSTALLED AND OPERATIONAL OR UNTIL TEMPORARY SYSTEMS

ARE NO LONGER REQUIRED.

7. WHEN AN AREA OF A BUILDING HAS BEEN TURNED OVER TO THE CONTRACTOR, CONTRACTOR ACCEPTS ENTIRE RESPONSIBILITY THEREOF.

8. CONSTRUCT TEMPORARY DUST BARRIERS BETWEEN AREAS OF CONSTRUCTION AND SPACES THAT REMAIN OCCUPIED. INSTALL TEMPORARY

DUST BARRIERS PRIOR TO COMMENCEMENT OF DEMOLITION AND RETAIN IN PLACE UNTIL COMPLETION OF DEMOLITION WORK AND RETAIN IN

PLACE UNTIL COMPLETION OF WORK IN THAT AREA.

9. THE EXISTING FACILITY IS A SMOKE-FREE ENVIRONMENT AND CONSTRUCTION PERSONNEL SHALL REFRAIN FROM SMOKING WHILE IN THESE

AREAS.

10. CONTRACTOR TO SUBMIT INFECTION CONTROL PLAN & SAFETY PLAN FOR APPROVAL BEFORE COMMENCEMENT OF ANY WORK.

CONTRACTOR USE OF PREMISES

1. DIMENSIONS ARE INDICATED TO THE CENTERLINE OF THE STRUCTURAL GRID, FACE OF CONCRETE WALL, NOMINAL FACE OF STONE WALL, OR FACE OF

FINISH, UNLESS OTHERWISE NOTED.

2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. NOTIFY ARCHITECT OF DISCREPANCIES.

3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE REQUIREMENTS SHALL BE MAINTAINED.

4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB, UNLESS OTHERWISE NOTED.

5. EXTERIOR DIMENSIONS ARE TO FACE OF EXTERNAL MATERIAL.

6. VERIFY ALL DIMENSIONS AND CONDITIONS AND NOTIFY ARCHITECT OF ALL DISCREPANCIES IN WRITING PRIOR TO PROCEEDING WITH WORK.

DIMENSIONS

* NFPA NATIONAL FIRE CODES

LOCAL CODES:

NOTES:

USE OF VOLUNTARY STANDARDS, OFFICE OF MANAGEMENT AND BUDGET (OMB) CIRCULAR A-119, REQUIRES ALL EXECUTIVE AGENCIES TO RELY ON VOLUNTARY STANDARDS, BOTH DOMESTIC AND INTERNATIONAL, WHENEVER FEASIBLE, AND TO PARTICIPATE IN VOLUNTARY STANDARD BODIES. WORK PRACTICES AND PROCEDURES SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL ENVIRONMENTAL, HEALTH, AND SAFETY REQUIREMENTS.

THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS MUST BE USED AS A MINIMUM FOR ALL PROJECTS PERFORMED IN THE MODERNIZATION, ALTERATION, ADDITION, OR IMPROVEMENT OF ITS REAL

PROPERTY AND THE CONSTRUCTION OF NEW STRUCTURES:

* INTERNATIONAL BUILDING CODE (IBC)

* NFPA 101 LIFE SAFETY CODE (SEE NOTES BELOW)

* OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS

* NATIONAL ELECTRICAL CODE (NEC)

* NATIONAL STANDARD PLUMBING CODE (NSPC)

* SAFETY CODE FOR ELEVATORS AND ESCALATORS, AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) A 17.1.

* ASME BOILER AND PRESSURE VESSEL CODE

* ASME CODE FOR PRESSURE PIPING

* UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS) INCLUDING VA SUPPLEMENTAL, BARRIER FREE DESIGN

* BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AMERICAN CONCRETE INSTITUTE AND COMMENTARY (ACI 318)

* MANUAL OF STEEL CONSTRUCTION, LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATIONS FOR STEEL BUILDINGS, AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

* ENERGY POLICY ACT OF 2005 (EPAct)

* DOE INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS FOR NEW FEDERAL, COMMERCIAL, MULTI-FAMILY HIGH-RISE RESIDENTIAL BUILDINGS, AND NEW LOW-RISE RESIDENTIAL BUILDINGS, 10 CFR PARTS 433, 434, AND 435

* FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS: MEMORANDUM OF UNDERSTANDING (MOU)

* EXECUTIVE ORDER 13423: STRENGTHENING FEDERAL ENVIRONMENTAL, ENERGY, AND TRANSPORTATION MANAGEMENT

* VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY - ASHRAE STANDARD 62.1 - 2004.

* SAFETY STANDARD FOR REFRIGERATION SYSTEMS - ASHRAE STANDARD 15 - 2007

* CODES, STANDARDS, AND REGULATIONS MUST ABIDE BY LOCAL AUTHORITY HAVING JURISDICTION (AHJ)

1. NFPA 101 PRIMARILY ADDRESSES LIFE SAFETY AND FIRE PROTECTION FEATURES WHILE THE IBC ADDRESSES A WIDE RANGE OF CONSIDERATIONS, INCLUDING, BUT NOT LIMITED TO: STRUCTURAL STRENGTH, SEISMIC STABILITY, SANITATION, ADEQUATE LIGHT AND VENTILATION, AND ENERGY CONSERVATION. DESIGNS SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF NFPA

101 AND DOCUMENTS REFERENCED THEREIN.

GENERAL

ROOM NAME, NUMBER AND

SQUARE FEET

A101

3'-6"

COLUMN GRID

KEYNOTE

NORTH ARROW

ELEVATION INDICATOR, EXTERIOR

BUILDING SECTION INDICATOR

ELEVATION INDICATOR

BREAK LINE

DETAIL INDICATOR

DIMENSION LINE

CENTER LINE

MATCH LINE

A101

ROOM NAME

150 SF

A101

1 / A101

SIM

X.X

Name

Elevation

LEVEL INDICATOR

X1 ROOF TAG

PLAN NORTH

TRUE NORTH

FEDERAL AVIATION ADMINISTRATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

DEPARTMENT OF TRANSPORTATION

Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

SPUR DESIGN

PROJECT MANAGER: APPROVED BY:

REV DATE CHECKED APPVDDESCRIPTION

REVIEWED BY

DRAWN

DESIGNED DATE

DWAINE RHODES

10/12/2018

FACILITY MANAGEMENT

AMP-400

ISSUED BY OFFICE OF

CONTRACT # DTFAAC-16-D-00038 WO #6973GH-18-F-01245

GI-001

100% CONSTRUCTION DOCUMENTS

LSF WEST DRIVE MODIFICATIONS

GENERAL INFORMATION

OF 3332 OF

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PLT

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TG: 1259.63

54" RCP NW: 1252.50

54" RCP SE: 1252.43

24" RCP NW: 1254.62

18" TO NE: BRICKED UP

FL S.E. = 1251.62

FL N.W.W. = 1252.72

FL N.W. = 1254.843

TOP GRATE = 1259.84

STORM INLET

BELOW GROUND FIRE HYDRANT

6"6"

BELOW GROUND FIRE HYDRANT

MHHH MHHH

MHHH

M H

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MH HH

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S S S S S

10" HONEYLOCUST

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LSF WEST DRIVE MODIFICATIONS

FEDERAL AVIATION ADMINISTRATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

DEPARTMENT OF TRANSPORTATION

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive

Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts

15 and 1520, except with written permission of the Secretary of Transportation.

Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

SPUR DESIGN

PROJECT MANAGER: APPROVED BY:

REV DATE CHECKED APPVDDESCRIPTION

REVIEWED BY

DRAWN

DESIGNED DATE

DWAINE RHODES

08/15/2018

FACILITY MANAGEMENT

AMP-400

ISSUED BY OFFICE OF

CONTRACT # DTFAAC-16-D-00038 WO #6973GH-18-F-01245

100% DESIGN DOCUMENTS

T D \D ra w in g s \1 D -M

M A

C s it e p la n .D

G N

/2 /2

P L O

T T E

D O

SHED

TEMP. TRAILER

ASM - 600 BLDG.

METAL BUILDING

BLDG. 253 BLDG. 50 ARSR-3

ARSR-8

GNAS BUILDING

ARSR-113

HANGAR No. 8

HANGAR No. 9

LOGISTICS SUPPORT FACILITY

CANOPY

CAFETERIA

S .W . 6 th S

T R

E E

S. CHRISTIAN AVENUE

S .W . 6 th S

T R

E E

S .W . 6 th S

T R

E E

DENNING AVE

S. DENNING AVENUE

S .W . 6 n d S

EDDIE AVE.

S .W . 6 s t S

T R

E E

MacARTHUR BLVD.MacARTHUR BLVD.MacARTHUR BLVD.

S. DUKE AVENUE

S .W . 6 s t S

T R

E E

S. DUKE AVENUE

S .W . 6 rd S

T R

E E

S. DUKE AVENUE

S .W . 6 th S

T R

E E

S .W . 6 rd S

T R

E E

GRAVEL PAVING

BITUMINOUS PAVEMENT

SLAB SOD

PAVEMENT REMOVAL

BUILDING

LEASE LINE

GAS LINE

WATER LINE

SANITARY SEWER

UNDERDRAIN (NON-PERFORATED)

UNDERDRAIN (PERFORATED)

VERTICAL UNDERDRAIN

UNDERGROUND TELEPHONE

OVERHEAD ELECTRIC LINE

UNDERGROUND ELECTRIC

UNDERGROUND FUEL LINE(S)

INDUSTRIAL WASTE

LIQUID FUEL

FORCE MAIN

VALVE & VALVE BOX

ELECT. OR TELEPHONE POLE

DOWN GUY WIRE

BENCH MARK

SOIL TEST HOLE

FIRE HYDRANT

STREET LIGHT

POST INDICATOR VALVE

CONTOUR LINE

MANHOLE

SPOT ELEVATION

FENCE

DIRECTION OF DRAINAGE

CLEANOUT

STORMWATER JUNCTION BOX

ELECTRIC RISER

CABLE TV RISER

TELEPHONE RISER

WATER METER

TREES

TAXIWAY LIGHT

GRADING LIMITS

CONTRACTOR'S ACCESS & HAUL ROUTE

GATE

SIGN LOCATION

TOUCHDOWN ZONE LIGHTS

R/W EDGE LIGHTS

NEW EXISTING

N E C

LINE "C"

N E C -9

LINE "C-9B"

LINE "C-8"

SCALE: 1" = 200'

0100200 200 400

NOTED

W W

TUG

99 99

ELEV. ELEV.

C.O. C.O.

I W

NOTED

UGF

TH #2

VUD

PUD

OHE

UGE

METAL BLDG.

ONE STORY

T.S.I. LAB

BLDG.

BASE MAINTENANCE

BRICK BLDG.

1 STORY

CENTER

LEARNING

CHILD

RADAR

ASR-9

SUPPORT FACILITY

POWER TRAINING &

TRAILER

METAL

SYSTEMS BLDG.

SUPPORT

ENVIRONMENTAL

METAL BLDG.

ONE STORY

TRAINING

SYSTEMS

F A

S N o

A V

A T

BUILDING

HEADQUARTERS

ACADEMY

BUILDING

METAL

BUILDING

METAL

BUILDING

METAL

BUILDING

BRICK

BUILDING

METAL

BUILDING

LINE MAINT.

BUILDING

STANDARDS

FLIGHT

FACILITY

SUPPORT

TECHNICAL

BUILDING

PURPOSE

SPECIAL

BUILDING

WASTE

HAZARDOUS

INSTITUTE

AERO-MEDICAL

CIVIL

WOOD BLDG.

ONE STORY

CREDIT UNION

WOOD BLDG.

ONE STORY

BRICK BLDG.

ONE & TWO STORY

FLIGHT INSPECTION

No. 1

FACILITIES

NAVIGATION

AIR

BUILDING

AIR TRAFFIC

FACILITY

RADAR TRAINING

BRICK BUILDING

THREE STORY

HEADQUARTERS

RECORDS

AVIATION

BUILDING

REGISTRY

TITLE SERVICE

AIRCRAFT

INSURED

BUILDING

MULTI PURPOSE

BUILDING

COOLING

METAL BUILDING

1 STORY

BUILDING

ONE STORY

FOSTER AVENUE

CONTRACTOR HAUL ROUTE

SCREENING FACILITY

S .W th S

STORAGE AND CONC. WASHOUT AREA

CONTRACTOR TRAILER, STAGING,

ENTRY POINT

CONTRACTOR

24" RCP 24" RCPSTORMWATER

STORMWATER INLET

EXISTING STORMWATER

SCREENING FACILITY

PROPOSED STORMWATER

3PLAN

PROJECT LAYOUT

NOTED

HEAVY DUTY CONCRETE PAVEMENT

MEDIUM DUTY CONCRETE PAVEMENT

NOTEDCONCRETE SIDEWALK

10/08/201810/12/201810/12/2018

GENERAL PROJECT NOTES

GENERAL NOTES

CONSTRUCTION PHASING NOTES

LSF WEST DRIVE MODIFICATIONS

FEDERAL AVIATION ADMINISTRATION

MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA

DEPARTMENT OF TRANSPORTATION

SENSITIVE SECURITY INFORMATION WARNING: This record contains Sensitive

Security Information that is controlled under 49 CFR parts 15 and 1520. No part of this record may be disclosed to persons without a "need to know", as defined in 49 CFR parts

15 and 1520, except with written permission of the Secretary of Transportation.

Unauthorized release may result in civil penalty or other action. For U.S. government agencies, public disclosure is governed by 5 U.S.C. 552 and 49 CFR parts 15 and 1520.

SPUR DESIGN

PROJECT MANAGER: APPROVED BY:

REV DATE CHECKED APPVDDESCRIPTION

REVIEWED BY

DRAWN

DESIGNED DATE

DWAINE RHODES

08/15/2018

FACILITY MANAGEMENT

AMP-400

ISSUED BY OFFICE OF

CONTRACT # DTFAAC-16-D-00038 WO #6973GH-18-F-01245

100% DESIGN DOCUMENTS

T D \D ra w in g s \1 D -G e n .d g n

/2 /2

P L O

T T E

D O

WILL BE CONDUCTED. DITCHES ALONG THE EDGE OF THE ROAD SHALL BE GRADED AS NECESSARY.

SITE FOR REUSE IN THE WORK. EXCAVATION SUFFICIENT TO MEET REQUIRED PAVEMENT SECTION

SITE PREPARATION. TOPSOIL WILL BE STRIPPED TO A DEPTH OF 4 INCHES AND STOCKPILED ON10.

A REQUEST SHALL BE SUBMITTED, IN WRITING, TO THE FAA FOR APPROVAL.

IF THE CONTRACTOR REQUIRES ADDITIONAL STORAGE AREA(S) OTHER THAN THE PROJECT SITE, INCIDENTALS TO THE IMMEDIATE CONSTRUCTION SITE WHILE WORK IS BEING PERFORMED.

CONTRACTOR SHALL LIMIT ALL APPLICABLE STORAGE OF MATERIALS, EQUIPMENT, AND9.

SUBSEQUENT WATERING.

THIS SHALL BE DONE TWICE WITH A PERIOD OF 6 WEEKS BETWEEN APPLICATION AND

AND ALLOW THE GRASS TO GROW BACK UP THROUGH THE AREA FOR REESTABLISHMENT.

SPREAD 10-20-10 FERTILIZER (40 LBS. PER 2000 SF) ON THE GROUND, WATER AS REQUIRED, DISTURBED SOIL AND GRASS AREAS SHALL BE RE-ESTABLISHED WHEN COMPLETED. WHEN COMPLETE, RE-ESTABLISH TURF DISTURBED BY CONTRACTOR OPERATIONS WITH BERMUDA SOD. ALL8.

ALL DISTURBED AREAS TO HAVE SOD COVERAGE. SEED WILL NOT BE USED.7.

TO MATCH OR EXCEED EXISTING CONDITIONS AT NO ADDITIONAL COST TO THE GOVERNMENT.

OR ANY CONSTRUCTION OPERATION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR

ANY DAMAGE TO THE EXISTING GROUNDS OR FACILITIES CAUSED BY CONSTRUCTION TRAFFIC6.

UNAUTHORIZED PERSONNEL FROM ENTERING THE CONSTRUCTION SITE.

BARRICADES AS REQUIRED TO PROTECT CONSTRUCTION MATERIAL AND TO PREVENT ANY

THE CONTRACTOR IS RESPONSIBLE FOR ERECTING ALL CONSTRUCTION FENCING AND5.

ANY DAMAGE TO EXISTING UTILITIES.

THE CONTRACTOR WILL EXPOSE UTILITIES USING SUCH METHODS WHICH WILL NOT CAUSE4.

PRIOR TO SAW CUTTING TO DOCUMENT EXTENT OF DETERIORATION SHOULD SAW CUT ADD TO DAMAGE.

EDGE. AREAS OF PAVEMENT IN POOR CONDITION ALONGSIDE REMOVAL SHALL BE PHOTOGRAPHED

SMOOTH TIE IN FOR NEW PAVEMENT. DAMAGED EDGES SHALL BE RESAWED TO PROVIDE A UNIFORM

PAVEMENT TO BE REMOVED SHALL BE SAW CUT ALONG THE EDGE OF REMOVAL TO PROVIDE A3.7

PROTECTION IN THE PROJECT AREA.

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE PROJECT SCREENING/DUST3.6

INFORMATION ON THE PROJECT SUBUNITS OR AS PER AS- BUILT REQUIREMENTS.

ENCOUNTERED DURING DEMOLITION/DIGGING/CONSTRUCTION AND REFLECT THE

PIPE SIZES, MATERIAL, DEPTH AND DISTANCE FROM AN ABOVE GROUND LANDMARK)

THE CONTRACTOR SHALL RECORD ALL SUBSURFACE UTILITIES (STRUCTURAL MEMBERS, 3.5

C…

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