EXISTING ARPELEV.= 894'N 38° 40' 00.17"W 78° 30' 03.00"

SEGMENTEDCIRCLE & LIGHTEDWIND SOCK

POW

ER D

AM R

OAD

STATE ROUTE 652

EXISTING APAPS

STATE ROUTE 652

400'

250'

120'

US ROUTE 211

NORTHCOTT

BLV

D

(3,125' X 75') N 34.6° (TRUE)

35'

900900899896894892894896 892 892899

901 899

POW

ER D

AM R

OADFUTURE RELOCATED

STATE ROUTE 652 [ I ]

PROPOSEDPAPI (2L) [ I ] (4L) [U]

PROPOSEDPAPI (2L) [ III ] (4L) [ U ]

RELOCATEDPOWER DAMROAD [ II & III ]

PROPOSED RUNWAY PROTECTIONZONE (RPZ) [II], APPROACH CATEGORY BNON-PRESICION / VISIBILITY 1 MILE(500' x 700' x 1,000')

150'

250'

500'

TW "A"

TW "B" TW"C"

PROPOSED ARPELEV. = 989'N 38° 40' 05.34"W 78° 29' 58.45"

35'35'35'

35'

FUTURE RELOCATED STATE ROUTE 647 [ I ]

13

ROFA ROFA ROFA ROFA ROFA ROFA

RSA RSA RSA RSA RSA RSA RSA

RSA RSA RSA RSA RSA RSA RSA

ROFA ROFA ROFA ROFA ROFA ROFATOFA TOFA TOFA TOFA TOFATSA TSA TSA TSA TSA TSA

OFZ OFZ OFZ OFZ

OFZ OFZ OFZ OFZ

X X X X X

XX

X

OFZ OFZ

OFZ OFZ

[II]14

Water

Water

Silo

Brush

BrushBrush

Brush

Water

CEMETERY

240'

PROPOSED FAR PART 77 [U]20:1 APPROACH SURFACEUTILITY, NON- PRECISION(500' X 2,000' X 5,000')

EXISTING FAR PART 7720:1 APPROACH SURFACEUTILITY, VISUAL(250' X 1,250' X 5,000')

EXISTING FAR PART 7720:1 APPROACH SURFACEUTILITY, NON- PRECISION(500' X 2,000' X 5,000')

EXISTING RUNWAYPROTECTION ZONE (RPZ),APPROACH CAT BUTILITY, VISIBILITY > 1 MILE(250' x 450' x 1,000')

BEACON / AWOS

AIR MONITORINGSTATION

PROPOSEDREILS [ I ] PROPOSED

REILS [ III ]EXISTING RUNWAY 4-22

EXISTINGRW 22 END

ELEV. = 900.3'N 38° 40' 12.87"W 78° 29' 51.83"

EXISTING RW 4 TDZERW 4 END

ELEV.=900.5'N 38° 39' 47.45"W 78° 30' 14.20"

EXISTING &PROPOSEDLOW POINTELEV.= 892.8'

PROPOSED RW 22END [ III ]

ELEV = 900.0'N 38° 40' 23.26"W 78° 29' 42.71"

EXISTING &PROPOSEDRW 22 TDZEELEV. = 900.3'

SECURITY FENCE [ I ]FEE SIMPLEACQUISITION [ II ]13.5 ± ACRES

FEE SIMPLEACQUISITION [ II ]9.5± ACRES

FEE SIMPLEACQUISITION [ I ]22.3 ± ACRES

FEE SIMPLEACQUISITION [ I ]

0.5 ± ACRES

PROPOSED FAR PART 77 [ III ]20:1 APPROACH SURFACEUTILITY, NON- PRECISION(500' X 2,000' X 5,000')CEMETERY

EASEMENTACQUISITION [ II ]5.0± ACRES

EASEMENTACQUISITION [ II ]1.5± ACRES

[I][III]

[III]

11

7

1517

2019

465'

EXISTING &PROPOSEDACCESS RD

35'TAXILANE

513

64

8

[I]

21

LURAY RIVER /

SHENANDOAHRESERVOIR

POULTRY FARM

PROPOSED RUNWAYEXTENSION 1,275' X 75'

DESIGN [ II ]CONSTRUCT [ III ]

GROUP II

GROUP I

9

PROPOSED RUNWAY 4-22 (4,627' X 75')

AWOS CRITICAL AREA

79'

16

X

X X

X

X

[III]18

10

APRONEXPANSION

RP

Z

RPZRPZ

RPZRPZ

RP

Z

EXISTING RUNWAYPROTECTION ZONE (RPZ)APPROACH CATEGORY BUTILITY / VISUAL(250' X 450' X 1,000')

PROPOSED RUNWAYPROTECTION ZONE (RPZ)APPROACH CATEGORY B

NON-PRECISION / VISIBILITY 1 MILE(500' X 700' X 1,000')

RPZRPZ

RPZRPZ

RP

Z

RP

Z

XX

XX

X

X

X X X X X X X X X X X

EXISTING & PROPOSED HIGH POINTPROPOSED RW 4 TDZEPROPOSED RW 4 END

ELEV.=902.8'N 38° 39' 45.62"W 78° 30' 15.80"

FEDERAL AVIATION ADMINISTRATION

APPROVED DATE

VIRGINIA DEPARTMENT OF AVIATION

APPROVED DATE

LURAY-PAGE COUNTY AIRPORT COMMISSION

APPROVED DATE

DEVELOPMENT PROGRAMPHASE I DEVELOPMENT (YEARS 1 - 5) (2007 - 2011) [ I ]

PHASE II DEVELOPMENT (YEARS 6 - 10) (2012 - 2016) [ II ]

PHASE III DEVELOPMENT (YEARS 11 - 20) (2017 - 2026) [ III ]

ULTIMATE DEVELOPMENT (BEYOND 20 YEARS) [ U ]

1. FAA'S APPROVAL OF THIS AIRPORT LAYOUT PLAN (ALP) REPRESENTSACCEPTANCE OF THE GENERAL LOCATION OF THE FUTURE FACILITIES DEPICTED.DURING THE PRELIMINARY DESIGN PHASE, THE AIRPORT OWNER IS REQUIRED TOSUBMIT FOR APPROVAL THE FINAL LOCATIONS, HEIGHTS AND EXTERIOR FINISHESOF STRUCTURES. FAA'S CONCERNS ARE OBSTRUCTIONS, IMPACT ONELECTRONIC AIDS AND ADVERSE EFFECT ON CONTROLLER VIEW OF AIRCRAFTAPPROACHES AND GROUND MOVEMENTS, WHICH COULD ADVERSELY AFFECT THESAFETY, EFFICIENCY OR UTILITY OF THE AIRPORT.

2. ALL ELEVATIONS ARE IN FEET ABOVE MEAN SEA LEVEL.

3. ALL ELEVATIONS ARE IN ACCORDANCE WITH NATIONAL MAP ACCURACYSTANDARDS. SPOT ELEVATIONS AND GROUND CONTOURS ARE DERIVED FROMAERIAL PHOTOGRAMMETRY AND ARE APPROXIMATE. GROUND SURVEYS ARERECOMMENDED TO VERIFY ACCURACY.

4. ALL LATITUDE AND LONGITUDE COORDINATES ARE NAD 83.

5. FIVE FOOT CONTOUR INTERVALS.

6. GRADING CALCULATIONS DEVELOPED USING AERIAL CONTOURS, AS NO GROUNDSURVEY WAS CONDUCTED IN THIS STUDY.

7. THERE ARE NO KNOWN EXISTING OFZ OBSTRUCTIONS.

8. THERE ARE PENETRATIONS TO THE EXISTING RUNWAY 4-22 THRESHOLD SITINGSURFACES. PENETRATIONS ARE IDENTIFIED ON INNER APPROACH DRAWINGS(SHEET3 & 4) AND HAVE BEEN RECOMMENDED FOR REMOVAL.

9. TDZE = TOUCHDOWN ZONE ELEVATION.

10. PROPOSED BUILDING ELEVATIONS WERE ESTIMATED BASED UPON EXISTINGGROUND ELEVATION & TYPICAL BUILDING HEIGHTS.

FACILITIES TABLEEXISTING PROPOSED

# FACILITY NAME TOP ELEV. # FACILITY NAME TOPELEV. ± PHASE

1 TERMINAL 912.27' 12 T-HANGAR (15 UNITS) 918.0' [ I ]

2 TEMPORARYCONVENTIONAL HANGAR 918.41' 15

RELOCATION AND EXPANSIONOF FUEL FARM (2 TANKS) 910.0' [ I ]

3 FUELING AREA 907.0' 16 TERMINAL BUILDING 930.0' [ I ]

4 GRASS TIE DOWNS 911.0' 17 CONVENTIONAL HANGAR 930.0' [ III ]

5 AUTO PARKING 906.0' 18 CONVENTIONAL HANGAR 930.0' [ III ]

6 SOUTH APRON 898.0' 19 MAINTENANCE HANGAR 930.0' [ III ]

7 NORTH APRON 898.0' 20 CONVENTIONAL HANGAR 930.0' [ III ]

8 SEGMENTED CIRCLE 905.0' 21 AUTO PARKING 930.0' [ I ]

9 DEQ AIR MONITORINGSTATION 909.0'

10 AUTO PARKING 900.0'

11 ELECTRICAL VAULT 920.0'

13 T-HANGAR (13 UNITS) 918.0'

14 T-HANGAR (12 UNITS) 918.0'

AIRPORT DATA TABLEAIRPORT DATA EXISTING PROPOSED

AIRPORT ELEVATION (MSL) 896' 900'

AIRPORT REFERENCE POINT (NAD 83)

LATITUDE 38° 40' 00.17" N 38° 40' 05.34" N

LONGITUDE 78° 30' 03.00" W 78° 29' 58.45" W

MEAN MAX. TEMPERATURE HOTTEST MONTH 86.8° SAME

AIRPORT TERMINAL AREA NAVAIDS NONE SAME

MAGNETIC VARIATION 9° 38' W SAME

DATE OF MAGNETIC VARIATION 2006 --

NPIAS SERVICE LEVEL GA GA

STATE SERVICE LEVEL GA - COMMUNITY GA - REGIONAL

WIND COVERAGE CROSSWIND COMPONENT

VFR 97.39% SAME

IFR 99.90% SAME

ALL WEATHER 97.64% SAME

AIRPORT REFERENCE CODE (ARC) B-I B-II (SMALL)

CRITICAL AIRCRAFT BEECH BARON KINGAIR C-90

TAXIWAY LIGHTING NONE MITL

TAXIWAY MARKING BASIC SAME

RUNWAY DATA TABLE

DESCRIPTIONRUNWAY 04/22

EXISTING PROPOSEDRUNWAY END COORDINATES (NAD 83)

LATITUDE(4) 38° 39' 47.45" N (4) 38° 39' 45.62" N

(22) 38° 40' 12.87" N (22) 38° 40' 23.26" N

LONGITUDE(4) 78° 30' 14.20" W (4) 78° 30' 15.80" W

(22) 78° 29' 51.83" W (22) 78° 29' 42.71" W

APPROACH MINIMUMS(4) VISUAL (4) > 1 MILE

(22) 1 1/4 MILE (22) SAME

PART 77 CATEGORY NPI SAME

APPROACH SURFACE SLOPE(4) 20:1 (4) SAME

(22) 20:1 (22) SAME

RUNWAY WIDTH 75' SAME

RUNWAY LENGTH 3,125' 4,627'

DISPLACED THRESHOLD NONE SAME

SURFACE TYPE ASPHALT SAME

PAVEMENT STRENGTH (LBS)

SINGLE WHEEL 12,000 12,500

DUAL WHEEL N/A SAME

DUAL TANDEM N/A SAME

RUNWAY LIGHTING MIRL SAME

RUNWAY MARKING(4) VISUAL (4) NPI

(22) VISUAL (22) NPI

EFFECTIVE GRADIENT (%) 0.01% < 0.01%

MAXIMUM GRADE 0.71% SAME

LINE OF SIGHT VIOLATIONS NONE SAME

WIND COVERAGE (%)(4) 97.07% AW (4) SAME

(22) 97.50% AW (22) SAME

VISUAL APPROACH AIDS(4) PNIL/APAPs (4) PAPI, REILS

(22) PNIL/APAPs (22) PAPI, REILS

INSTRUMENT APPROACH AIDS(4) N/A (4) SAME

(22) VORTAC, NDB, GPS (22) VORTAC, GPS

AIRPORT REFERENCE CODE (ARC) B-I B-II (SMALL)

CRITICAL AIRCRAFT BEECH BARON KINGAIR C-90

RUNWAY SAFETY AREA (RSA) DIM. 3,605' X 120' 5,000' X 150'

RUNWAY OBJECT FREE AREA (ROFA) DIM. 3,605' X 400' 5,000' X 500'

OBSTACLE FREE ZONE (OFZ) DIM. 3,525' X 250' 4,800' X 250'

RUNWAY END ELEVATIONS (MSL)(4) 900.5' (4) 903'

(22) 900.3' (22) 900'

MAX. ELEVATION (MSL) 902.8' SAME

DISPLACED THRESHOLD ELEVATION (MSL) NONE NONE

TDZ ELEVATION (MSL)(4) 900.5' (4) 903'

(22) 900.3' (22) 900'

EFFECTIVE RUNWAY LENGTH 3,125' 4,627'

NO. REVISIONS BY APP DATE

5 REVISE ACQ. AREAS, RW 4 THRESHOLD PJW EFC 11-06-144 ADD TEMPORARY JET FUEL TANK JRS BDM 09-14-113 REVISE ARP & RUNWAY COORDINATES DWS CMA 09-14-112 REVISE TERMINAL AREA, PROPERTY LINE JRS BDM 12-22-091 REVISE AWOS, BEACON, & HANGARS MRM TSE 10-27-08

NOTES

LEGENDDESCRIPTION EXISTING PROPOSED

RUNWAY CENTERLINE

AIRPORT PROPERTY LINE

PAVEMENT

RUNWAY SAFETY AREA (RSA)

RUNWAY OBJECT FREE AREA (ROFA)

RUNWAY PROTECTION ZONE (RPZ)

TAXIWAY OBJECT FREE AREA (OFA)

TAXIWAY SAFETY AREA (TSA)

PART 77 APPROACH SURFACE

FENCE

GROUND ELEVATION CONTOURS N/A

TREE LINE N/A

AVIGATION EASEMENT N/A

LAND ACQUISITION N/A

AIRPORT BUILDINGS

ROTATING BEACON

WIND CONE/SEGMENTED CIRCLE

AIRPORT REFERENCE POINT

DEMOLITION N/A

SUPER AWOS N/A

PAPI N/A

RIGHT-OF-WAY(FOR ROAD RELOCATION) N/A

CEMETERY N/A

THRESHOLD LIGHTS

X X

RSA

ROFA

RPZ

TOFA

TSA

N

SCALE: 1"=300'

300 0

FEET

300 600

MODIFICATIONS OF DESIGN STANDARDS

NO. STANDARD MODIFIED FAA STANDARDS EXISTING CONDITION PROPOSED ACTION DATE APPROVED

-- -- -- -- -- --

-- -- -- -- -- --

-- -- -- -- -- --

PAGE COUNTY

APPROVED DATE

TOWN OF LURAY

APPROVED DATE

N

DRAWN BY:

CHECKED BY:

SCALE:

DATE:

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MAY 2007

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