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Newport NewsWilliamsburg Int. Airport Airport Master Plan

Airport Layout Plan 6-1 Final 2014

CHAPTER 6 AIRPORT LAYOUT PLAN

This chapter presents the Airport Layout Plan (ALP) drawings that have been developed as part of the Airport Master Plan Update. The components of this chapter included:

The purpose of an Airport Layout Plan A description of each ALP drawing The summary of changes made from the previous ALP A complete Airport Layout Plan drawing set

6.1 AIRPORT LAYOUT PLAN UPDATE

The ALP drawing set serves several needs for the Peninsula Airport Commission, the Federal Aviation Administration, and the Virginia Department of Aviation. As presented in the FAA Advisory Circular 150/5070-6B, Airport Master Plans, there are five primary functions of the Airport Layout Plan that define its purpose:

The approved plans are necessary in order to receive financial assistance under the terms of the Airport and Airway Improvement Act of 1982 (AIP), as amended, and specific passenger facility charge actions. The maintenance of a current plan and conformity to the plan are grant assurance requirements at an airport on which federal funds have been expended under the AIP and the previous federal airport development programs, including the 1970 Airport Development Aid Program (ADAP) and Federal Aid Airports Program (FAAP) of 1946, as amended. While ALPs are not required for airports other than those developed with assistance under the aforementioned federal programs, this guidance can be applied to all airports.

The plans create a blueprint for airport development by depicting proposed facility improvements consistent with the strategic vision of the airport sponsor. The plans provide a guideline by which the airport sponsor can assure that development maintains airport design standards and safety requirements, and is consistent with airport and community land use plans.

The ALP serves as a public document that is a record of aeronautical requirements, both present and future, and as a reference for community deliberations on land use proposals and budget resource planning.

The approved ALP provides the FAA with a plan for airport development. This will allow compatible planning for FAA owned facility improvements at the airport. It also allows the FAA to anticipate needs for budgetary and procedural needs. The approved ALP will also allow the FAA to protect necessary airspace for planned facility or approach procedure improvements.

The plans can be a working tool for use by the airport sponsor, including development and maintenance staff.

Development of the ALP is a direct result of the master plan processes presented in the previous chapters. The ALP reflects the airport technical requirements defined through the master planning process and the strategic vision for the Airport as defined by the Commission and Airport staff.



The ALP requires approval independent of the master plan. As such, review of the ALP drawing set is accomplished through several intermediate steps, including reviews by the Airport, the FAA Airports District Office (ADO), and several other FAA offices involved in the associated airspace review. A current ALP that has airport sponsor approval and FAA approval from the standpoint of safety, utility, and efficiency of the airport is required by United States Code, Title 49, 47107(a)(16). The Newport News/Williamsburg International Airport Layout Plan drawing set is prepared using several applicable guidelines and checklists. These sources include:

FAA Advisory Circular 150/5300-13, Airport Design FAA Advisory Circular 150/5070-6B, Airport Master Plans FAA Eastern Region Airport Layout Plan (ALP) Checklist, (revised February 2010)

6.1.1 Modification to Standards

The previous Airport Layout Plan included several Modifications to Standard involving Runway Safety Areas, Runway Object Free Areas, and Runway Protection Zones on the Runway 2 and Runway 20 ends. The Runway Safety Area on the Runway 7 end and the Runway 25 end has been brought into compliance since the previous Airport Layout Plan update. Remaining Modifications to Standard include:

The surface grade within the Runway Safety Area beyond the Runway 2 end exceeds the required standard. A modification to standards was requested until RSA beyond runway end can be upgraded to meet the standard.

A road, several trees, and a fence are located within the Runway Safety Area and Runway Object Free Area beyond the Runway 20 end.

A house is located within the Runway Protection Zone on the Runway 20 end.



6.2 AIRPORT LAYOUT PLAN SHEET DESCRIPTIONS

The following is a list of each Airport Layout Plan drawing sheet generated as part of this Master Plan Update. A description of each sheet is also provided within this section.

Sheet 1 Title Sheet Sheet 2 Facilities Layout Plan Sheet 3 Airport Layout Plan Sheet 4 Terminal Area Plan Air Carrier Terminal Sheet 5 Existing FAR Part 77 Airspace Surfaces Drawings Sheet 6 Ultimate FAR Part 77 Airspace Surfaces Drawings Sheet 7 FAR Part 77 Airspace Surfaces Profile Drawing Sheet 8 Runway 2 Approach Plan and Profile Drawings Sheet 9 Runway 20 Approach Plan and Profile Drawings Sheet 10 Runway 7 Approach Plan and Profile Drawings Sheet 11 Runway 25 Approach Plan and Profile Drawings Sheet 12 Ultimate Runway 7L Approach Plan and Profile Drawings Sheet 13 Ultimate Runway 25R Approach Plan and Profile Drawings Sheet 14 Runway 7 Departure Surface Drawings Sheet 15 Runway 25 Departure Surface Drawings Sheet 16 Airport Access Plan Sheet 17 Existing On/Off Airport Land Use Plan Sheet 18 Future On/Off Airport Land Use Plan Sheet 19 Existing Airport Signage Plan Sheet 20 Airport Environmental Inventory Plan Sheet 21 Airport Property Map Drawing Sheet 22 Airport Property Map Tables

6.2.1 Sheet 1 - Cover Sheet

A drawing sheet denoting the airport name, project grant number, and an index chronicling the Airport Layout Plan drawings is contained on the cover sheet. This sheet also contains the airport location and vicinity maps, a revision block, and a location to chronicle the FAA reviewer and approval stamps/letter(s). 6.2.2 Sheet 2 - Facilities Layout Plan Sheet

This uncomplicated drawing of the airport infrastructure, major design features, and property boundary includes an overlaid digital aerial photo useful to the sponsor and the public-at-large in representing airport facility planning features. The elements of the Facilities Layout Plan drawing sheet include major existing and future developments located around the airport in a simplified and uncluttered manner. 6.2.3 Sheet 3 - Airport Layout Drawing

The Airport Layout Drawing also referred to as the Airport Layout Plan sheet serves as the official drawing of record for the airport. The ALP consists of a scaled single-page drawing depicting existing and planned improvements throughout the 20-year Airport Capital Improvement Plan (ACIP).



Other major components on this sheet include:

Basic Airport Data Table Runway Data Table Declared Distance Table Modification to Airport Design Standards Wind Rose Data and Crosswind Coverage Data Base Mapping Source Data

6.2.4 Sheet 4 - Terminal Area Plan Air Carrier Terminal

The Terminal Area Drawing depicts close-in terminal area features for the airside and landside layout. The drawing shows the required separation requirements and design standards, as well as general notes, data sources, and a legend indicating key drawing symbols. Key facilities shown on the drawing include:

Apron Configuration and Aircraft Parking Positions Aircraft Taxiways and Taxilanes Airport Terminal Building Terminal Roadway Circulation and Auto Parking Aircraft Hangars and Airport Buildings Fueling Facilities Fencing Airport Storage Facilities Commercial/Tenant Operating Areas Reserved Terminal Area Space for Long-Term Development

6.2.5 Sheets 5-7 FAR Part 77 Airspace Surfaces Drawings

This scaled drawing identifies the limits of recommended land use control for the height of objects surrounding the airport. Airspace features correspond with the ultimate runway dimensions as depicted on the Airport Layout Drawing. A digital USGS base map at a scale of 1" = 1,000' is used as the base map, in which each of the Federal Aviation Regulations (FAR) Part 77, Subpart C imaginary surfaces (primary, horizontal, conical, approach, and transitional) is also depicted in plan and profile view. The approach surface is depicted on a separate full-length profile view along the runway centerline using 50-foot contour intervals. An obstruction data table provides structure disposition per existing and future FAR Part 77 surfaces. In addition, the drawing includes an isometric cut-away view of airspace features, general notes, data sources, legend for key drawing symbols, airport runway elevation points, and the runway longitudinal visibility line-of-sight. 6.2.6 Sheets 8-13 - Runway Approach Plan and Profile Drawings

A scaled drawing depicting close-in plan and profile approach features beyond each runway end. The drawing identifies obstruction and non-compatible land uses within the runway protection zone and airspace surfaces extending beyond the runway centerline. Airspace surfaces, including applicable surfaces as defined in FAA AC 150/5300-13, Appendix 2, are depicted for disposition of obstructions to navigable airspace. The limits of drawing extend to a point where the FAR Part 77, Subpart C approach surface reaches 100-foot height above the runway end elevation. Obstructions are indexed in plan and profile view, with an obstruction table used to indicate existing and future obstructions to FAR Part 77 surfaces. The recommended mitigation of



obstructions is noted to correspond with the airports development plan. A general notes section includes data sources and applicable references. A legend is used to note key drawing symbols. 6.2.7 Sheets 14-15 Runway Departure Surface Drawings

These drawings depict the relationship of structures to the existing and future runway instrument departure surface, an imaginary airspace feature defined in FAA AC 150/5300-13, Appendix 2. The drawing depicts the plan and profile view along the extended runway centerline, superimposed over USGS quadrangle base maps. The 40:1 departure surface is associated with runway ends having instrument departure procedures. The 62.5:1 departure surface is associated with runway ends supporting air carrier operations, and is a currently a reporting surface not required on the ALP. Obstructions are listed in table format, including object descriptions, elevations, and penetrations. 6.2.8 Sheet 16 - Airport Access Plan

Within the vicinity of the airport, this drawing depicts existing and recommended major roadway access routes, auto parking lots, and auto parking garages. 6.2.9 Sheets 17-18 - On/Off Airport Land Use Plans

These drawing depict the existing and ultimate on and off-airport land uses within the ultimate property line of the airport. The plan shows the aviation and non-aviation land uses within the vicinity of the airport, as well as land uses around the airport. 6.2.10 Sheet 19 - Signage Plan

The Signage Plan drawing sheet provides an FAA Part 139 compliant drawing that depicts the location of existing and future runway holding positions, taxiway markings, airfield signage, and lighting systems. 6.2.11 Sheet 20 Airport Environmental Inventory Plan

This drawing sheet approximately depicts certain environmental conditions on and immediately adjacent to the airport property using the future development plan and aerial photograph as a base. The drawing is based on existing mapping and supplemented with information acquired from the appropriate environmental agencies and field surveys/inventories. 6.2.12 Sheets 21-22 - Airport Property Map

A scaled drawing depicting airport property interests as consistent with the Airport Layout Drawing. This drawing documents past airport land acquisition, including fee-simple and easement tracts, and summarizes how these tracts have been acquired or released (i.e., federal funds, surplus property, local funds, etc.). A drawing table lists an inventory of all airport property parcels by number; including the grantor, grantee, type of interest, acreage, grant project number, purpose, and book, page and date of recording.



6.3 AIRPORT LAYOUT PLAN SUMMARY OF MODIFICATIONS

This section lists the significant changes made since the previously adopted Newport News/Williamsburg International Airport Layout Plan set in October 1996. Key development items introduced on the adopted 1996 ALP, like the third runway, terminal building expansion and the development of the south corporate area still remain a vital part of this update; however, the 2012 master plan analysis incorporated new tools not previously available such as airport geographic systems and sustainability principles. In addition, the analyses took advantages in changes in market analysis and aviation forecasts that should result in greater accuracy and applicability. The results of the new analysis required modifications to the location, necessary geometric standards per Engineering Brief 75, draft AC 150/5300-13A Airport Design, and the phasing to these key features. The changes listed below are major project improvements per the 2012 Master Plan Update development program.

Runway 2/20 Threshold Relocation (1,113 foot shift to the north) Taxiway A, D, and J Extension and Realignment Apron to Taxiway Connection Design Improvements South Corporate Aviation Hangar Development Terminal Loop Road Realignment Primary Vehicle Airport Access Improvements Brick Kiln Boulevard Realignment Oriana Road/State Route 620 Realignment Passenger Terminal Expansion Passenger Vehicle Parking Garage Construction Passenger Vehicle Surface Parking Lot Expansion

It should be noted that a formal safety risk management panel is required to concur with the shifting of Runway 2-20 prior to implementation.



6.4 AIRPORT LAYOUT PLAN DRAWING SET

The Airport Layout Plan drawings inserted as part of this report are preliminary reduced size versions of the 30 x 42 drawings pending final review, approval, and signature by the FAA and the Virginia Department of Aviation. Although officially approved by the Peninsula Airport Commission, the inserted drawings are subject to revision until formally accepted by the agencies, and may vary from the final drawing set on file with the FAA and the Virginia Department of Aviation.



Page Left Blank Intentionally

# Facility Description Top Elevation # Facility Description Top Elevation # Facility Description Top Elevation

1 Airport Terminal 114.4 19 Private Hangar 54.9 37 Private Hangar 48.6

2 Parking Garage 78.2 20 Private Hangar 58.4 38 Private Hangar 48.6

3 Rental Car Facility 53.9 21 Private Hangar 53.0 39 Private Hangar 47.2

4 PEOPLExpress 48.5 22 Private Hangar 55.1 40 Private Hangar 64.8

5 Newport News Schools 65.4 23 Private Hangar 61.6 41 Private Hangar 55.0

6 Rick Aviation (FBO) 58.4 24 Private Hangar 56.0 42 Private Hangar 51.2

7 ARFF Station 57.5 25 Private Hangar 54.2 43 Private Hangar 57.4

8 Beacon 93.8 26 Private Hangar 56.0 44 Private Hangar 57.0

9 City Fire Station 62.9 27 Private Hangar 60.2 45 Private Hangar 57.4

10 Old GA Terminal 48.7 28 Private Hangar 48.2 46 Private Hangar 55.9

11 Atlantic Aviation (FBO) 61.0 29 Private Hangar 50.7 47 Private Hangar 53.7

12 Private Hangar 82.7 30 Private Hangar 51.2 48 ATCT 192.4

13 Private Hangar 72.8 31 Private Hangar 50.9 49 Airport Maintenance 52.4

14 Private Hangar 67.2 32 Private Hangar 60.3 50 Private Hangar 73.3




18 Fuel Farm 78.6 36 Private Hangar 53.0

Existing Existing Existing

Facilities Table

No. Description and Items Added / Revised Date Approved Approved By

Revision Block

FAA's approval of this Airport Layout Plan (ALP) represents acceptance of

the general location of future facilities depicted. During the preliminary design

phase, the airport owner is required to resubmit for approval the final

locations, heights and exterior finish of structures. FAA's concern is

obstructions, impact on electronic aids or adverse effects on controller view of

aircraft approach and ground movement areas which could adversely affect

the safety, efficiency or utility of the airport.

There are threshold siting surface object penetrations. See sheets 9 thru 11.

There are no OFZ penetrations other than frangible NAVAIDs.

The Building Restriction Line shown assumes a height of 35' above the

ground level (AGL). Buildings less than 35' could be positioned closer to the

runway and buildings taller than 35' will be required to be further from the

runway.

Construction Notice Requirement.

To protect operational safety and future development, all proposed

construction on the airport must be coordinated by the airport owner with the

Airports District Office prior to construction. FAA's review takes

approximately 60 days.

AIRPORT DATA EXISTING PROPOSED

Airport Elevation (MSL) 42.3' 44.0'

Airport Reference Point (NAD 83)

Latitude 37 07' 55" 37 07' 60"

Longitude 76 29' 35" 76 29' 33"

Mean Max Temperature of Hotest Month 87 F (July) 87 F (July)

Airport & Terminal Area NAVAIDS Rotating Beacon,

NDB, ILS, GPS

Rotating Beacon,

NDB, ILS, GPS

Magnetic Variation 11 W 11 W

Date of Magnetic Variation 2010 2010

NPIAS Service Level Primary Primary

State Service Level Commercial Commercial

Wind Coverage Crosswind Component

VFR (Note Wind Speed) 99.99% (20 knots) 99.99% (20 knots)

IFR (Note Wind Speed) 99.96% (20 knots) 99.96% (20 knots)

All Weather (Note Wind Speed) 99.98% (20 knots) 99.98% (20 knots)

Airport Reference Code D-V D-IV

Design Aircraft Boeing 737-700 Boeing 757-300

Taxiway Lighting MITL MITL-CL

Taxiway Marking CL, Edge, Holdline CL, Edge, Holdline

AIRPORT DATA TABLE

No. Description FAA standards Existing Condition Proposed Action Date Approved

Trees within Runway 20 Object Free Area Clear OFA Trees Removed Trees to be removed October 2003

Catch Basin within RWY 7 Runway Safety Area (RSA) RSA upgrades completed Upgrade RSA to Standard October 2003

Oriana Road, Trees, Fence within the RSA, ROFA,

Beyond Rwy 20 EndTrees Removed

Allow Objects to Remain

Until Runway is ExtendedOctober 2003

House, Building Within the Runway Protection Zone

"Controlled Activity Area"

Modification to Standards

requested until land can

be purchased. House and

building removed.

Purchase Land, Remove

House and BuildingOctober 2003

Taxiways, Design Group III and higher Paved Shoulders

Modification to Standards

requested until paving

projects can be

completed.

Construct paved

shoulders as each

pavement section requires

rehabilitation

Deviations From Airport Design Standards

Modifications of Design Standards

Runway

End ID TORA TODA ASDA LDA

LDA Approach

End RSA length

LDA Stop End

RSA Length

ASDA RSA

Length

Date of

Approval

7 8,003' 8,003' 8,003' 8,003' 600' 1,000' 1,600' May 1997

25 8,003' 8,003' 8,003' 8,003' 600' 1,000' 1,600' May 1997

2 6,526' 6,526' 6,526' 6,526' 600' 1,000' 1,600' May 1997

20 6,526' 6,526' 6,526' 6,526' 600' 1,000' 1,600' May 1997

Runway


LDA Approach

End RSA length

LDA Stop End

RSA Length

ASDA RSA

Length

Date of

Approval

7 8,003' 8,003' 8,003' 8,003' 600' 1,000' 1,600' Sept. 2013

25 8,003' 8,003' 8,003' 8,003' 600' 1,000' 1,600' Sept. 2013

2 6,526' 6,526' 6,526' 6,526' 600' 1,000' 1,600' Sept. 2013

20 6,526' 6,526' 6,526' 6,526' 600' 1,000' 1,600' Sept. 2013

Runway


LDA Approach

End RSA length

LDA Stop End

RSA Length

ASDA RSA

Length

Date of

Approval

7R 10,000' 10,000' 10,000' 10,000' 600' 1,000' 1,600' Nov. 2013

25L 10,000' 10,000' 10,000' 10,000' 600' 1,000' 1,600' Nov. 2013

2 6,526' 6,526' 6,526' 6,526' 600' 1,000' 1,600' Nov. 2013

20 6,526' 6,526' 6,526' 6,526' 600' 1,000' 1,600' Nov. 2013

7L 7,000' 7,000' 7,000' 7,000' 600' 1,000' 1,600' Nov. 2013

25R 7,000' 7,000' 7,000' 7,000' 600' 1,000' 1,600' Nov. 2013

DECLARED DISTANCES

EXISTING

FUTURE

ULTIMATE

RUNWAY DATA TABLE

RUNWAY DATA

Existing Future / Ultimate Existing Future Existing / Future Future / Ultimate

Effective Gradient (%) 0.03% 0.02% 0.07% 0.09% -- 0.01%

Maximum Grade Change 0.27% 0.27% 0.33% 0.33% -- 0.12%

49.59% / 59.50% 49.59% / 59.50% 51.62% / 56.17% 51.62% / 56.17% 49.59% / 59.50%

94.35% (Combined) 94.35% (Combined) 93.02% (Combined) 93.02% (Combined) 94.35% (Combined)

@ 10.5 kts. @ 10.5 kts. @ 10.5 kts. @ 10.5 kts. @ 10.5 kts.

83.79% / 75.56% 83.79% / 75.56% 82.74% / 76.58% 82.74% / 76.58% 83.79% / 75.56%



51.48% / 58.27% 51.48% / 58.27% 53.57% / 54.98% 53.57% / 54.98% 51.48% / 58.27%



Max. Elevation (MSL) 41.2' 41.2' 42.3' 44.0' -- 42.9'

Runway Length 8,003' 10,000' 6,526' 6,526' -- 7,000'

Runway Width 150' 150' 150' 150' -- 150'

Displaced Threshold (From Rwy End) None None None None -- None

Usable Runway Length 8,003' 10,000' 6,526' 6,526' -- 7,000'

Pavement Surface Type Asphalt Asphalt Concrete Asphalt -- Asphalt

Pavement Strength (lbs.)

Single Wheel 100,000 100,000 100,000 100,000 -- 100,000

Dual Wheel 200,000 200,000 200,000 200,000 -- 200,000

Dual Tandem 350,000 350,000 350,000 350,000 -- 350,000

FAR Part 77 Category Precision Precision Non-Precision Non-Precision -- Precision

Approach Surface Slope 50:1 / 50:1 50:1 / 50:1 34:1 / 34:1 34:1 / 34:1 -- 50:1 / 50:1

Approach Minimums 2,400' RVR / 3/4 mile 1,200' RVR / 1,800' RVR 1 Mile 1 Mile -- 1/2 mile

Designated Instrument Departure Rwy. Yes Yes No No -- No

Runway Departure Surfaces ( Dim and Slope) 62.5:1 (figure A2-4) 62.5:1 (figure A2-4) 20:1 20:1 -- 20:1

Visual Approach Aids MALSR / VASI ALSF-II, PAPI / PAPI, MALSR PAPI / PAPI PAPI, REIL / PAPI, REIL -- PAPI, MALSR / PAPI, MALSR

Instrument Approach Aids

CAT-I ILS, LOCALIZER,

DME, GPS / ILS, DME

LOCALIZER, DME, GPS /

ILS, DME

NDB, RNAV (GPS) /

LOCALIZER, DME

NDB, RNAV (GPS) /

LOCALIZER, DME -- ILS, GPS

Runway Lighting HIRL HIRL HIRL HIRL -- HIRL

Amber Lenses Last 2,000 feet (y/n) Yes Yes No No -- No

Runway Marking Precision Precision Non-Precision Non-Precision -- Precision

Taxiway Lighting MITL MITL MITL MITL -- MITL

Airport Reference Code (ARC) D-V D-IV D-V D-IV -- D-IV

Runway ARC ( If Applicable) D-IV D-IV C-III C-III -- C-III

Critical Aircraft (By Runway If Applicable) Boeing 737-700 Boeing 757-300 Boeing 737-700 Boeing 737-800 -- Boeing 737-800

Wingspan 112.6' 124.8' 112.6' 112.6' 112.6'

Approach Speed 130 kts. 143 kts. 130 kts. 142 kts. 142 kts.

Maximum Takeoff Weight 154,500 lbs. 270,000 lbs. 154,500 lbs. 174,200 lbs. 174,200 lbs.

Stage Length 2,200 NM 3,250 NM 2,200 NM 2,200 NM -- 2,200 NM

Runway Object Free Area (ROFA)

Length Beyond Runway End 1,000' 1,000' 1,000' 1,000' -- 1,000'

Width 800' 800' 800' 800' -- 800'

Runway Safety Area (RSA)

Length Beyond Runway End 1,000' 1,000' 1,000' 1,000' -- 1,000'

Width 500' 500' 500' 500' -- 500'

400' x 200' 400' x 200' 400' x 200' 400' x 200' -- 400' x 200'

No OFZ Object Penetrations No OFZ Object Penetrations No OFZ Object Penetrations No OFZ Object Penetrations No OFZ Object Penetrations

Precision Object Free Area (POFZ) 800' x 200' 800' x 200' -- -- -- --

Runway Protection Zone (Existing)

7: 1,000' x 2,500' x 1,750'

25: 1,000' x 1,700' x 1,510'7/25: 1,000' x 2,500' x 1,750' 2/20: 500' x 1,700' x 1,010' 2/20: 500' x 1,700' x 1,010'

--N/A

Runway Protection Zone (Future)7/25: 1,000' x 2,500' x 1,750' 7/25: 1,000' x 2,500' x 1,750' 2/20: 500' x 1,700' x 1,010' 2/20: 500' x 1,700' x 1,010'

--

7L/25R:

1,000' x 2,500' x 1,750'

Runway End Coordinates (NAD 83)

LatitudeRwy 7: 37 07' 30.01"

Rwy 25: 37 08' 12.17"

Rwy 7: 37 07' 30.01"

Rwy 25: 37 08' 22.69"

Rwy 2: 37 07' 27.94"

Rwy 20: 37 08' 30.86"

Rwy 2: 37 07' 38.67"

Rwy 20: 37 08' 41.59" --

Rwy 7L: 37 08' 18.11"

Rwy 25R: 37 08' 55.00"

LongitudeRwy 7: 76 30' 04.97"

Rwy 25: 76 28' 41.34"

Rwy 7: 76 30' 04.97"

Rwy 25: 76 28' 20.46"

Rwy 2: 76 29' 57.83"

Rwy 20: 76 29' 39.97"

Rwy 2: 76 29' 54.78"

Rwy 20: 76 29' 36.93" --

Rwy 7L: 76 30' 12.69"

Rwy 25R: 76 28' 59.53"

Runway End Elevation (MSL) 37.2' / 39.2' 37.2' / 39.2' 37.3' / 42.1' 38.1' / 44.0' -- 39.0' / 40.0'

Runway Touchdown Zone Elevation (MSL) 39.8' / 41.2' 39.8' / 39.8' 38.4' / 42.3' 39.5' / 44.0' -- 42.6' / 42.3'

Displaced Threshold Elevation (MSL) N/A N/A N/A N/A -- N/A

Displaced Threshold Coordinates (NAD 83) N/A N/A N/A N/A -- N/A

Line of Sight Violations (y / n ) No No No No -- No

Wind Coverage (%) - VFR --

Runway 7 / 25 (Existing and Future)

Runway 7R / 25L (Ultimate)Runway 2 / 20 Runway 7L / 25R

Runway Obstacle Free Zone (OFZ) (L' x W')

Wind Coverage (%) - IFR --

Wind Coverage (%) - All Weather --

Facility Description Building Height (AGL) Phase

South Corporate Apron Large Executive Box Hangars 40' Short-Term

South Corporate Apron Medium Box Hangars 35' Mid-Term

South Corporate Apron Medium Box Hangars 35' Ultimate/Strategic

Mid-Field GA Development T-Hangars and Small Box Hangars 35' Ultimate/Strategic

Proposed

Facilities Table

# Facility Description Top Elevation # Facility Description Top Elevation # Facility Description Top Elevation

1 Airport Terminal 114.4 19 Private Hangar 54.9 37 Private Hangar 48.6

2 Parking Garage 78.2 20 Private Hangar 58.4 38 Private Hangar 48.6

3 Rental Car Facility 53.9 21 Private Hangar 53.0 39 Private Hangar 47.2

4 PEOPLExpress 48.5 22 Private Hangar 55.1 40 Private Hangar 64.8

5 Newport News Schools 65.4 23 Private Hangar 61.6 41 Private Hangar 55.0


7 ARFF Station 57.5 25 Private Hangar 54.2 43 Private Hangar 57.4

8 Beacon 93.8 26 Private Hangar 56.0 44 Private Hangar 57.0

9 City Fire Station 62.9 27 Private Hangar 60.2 45 Private Hangar 57.4

10 Old GA Terminal 48.7 28 Private Hangar 48.2 46 Private Hangar 55.9

11 Atlantic Aviation (FBO) 61.0 29 Private Hangar 50.7 47 Private Hangar 53.7

12 Private Hangar 82.7 30 Private Hangar 51.2 48 ATCT 192.4

13 Private Hangar 72.8 31 Private Hangar 50.9 49 Airport Maintenance 52.4





18 Fuel Farm 78.6 36 Private Hangar 53.0

Existing Existing Existing

Facilities Table

Surface Pentrated

70 STACK 5977.4' -595.8' 19.8 PART 77 (RUNWAY 2) OBSTRUCTION LIGHT

74 T-L TOWER N/A N/A 11.1 TRANSITIONAL OBSTRUCTION LIGHT

96 TOWER N/A N/A 16.7 HORIZONTAL OBSTRUCTION LIGHT

166 CTRL TOWER N/A N/A 5.7 HORIZONTAL NONE

185 T-L TOWER 5835.7' -221.8' 19.1 PART 77 (RUNWAY 25) OBSTRUCTION LIGHT

Existing Part 77 Obstruction Data Table

Object Obstruction Data

Number Description Distance To End Offset Penetration (ft) Proposed Action

Surface Pentrated

68 TOWER 4747.8' -633.7' 19.8 PART 77 (RUNWAY 25L) REMOVE/RELOCATE

74 T-L TOWER N/A N/A 8.2 TRANSITIONAL REMOVE/RELOCATE

96 TOWER N/A N/A 15.0 HORIZONTAL OBSTRUCTION LIGHT

110 TOWER N/A N/A 113.7 CONICAL REMOVE/RELOCATE

121 TOWER N/A N/A 17.5 CONICAL OBSTRUCTION LIGHT

161 T-L TOWER 4344.3' 95.8' 38.9 PART 77 (RUNWAY 25L) REMOVE/RELOCATE

166 CTRL TOWER N/A N/A 4.0 HORIZONTAL NONE

178 T-L TOWER 2929.6' 290.1' 23.4 PART 77 (RUNWAY 25R) REMOVE/RELOCATE

179 T-L TOWER 3164.4' 676.9' 19.7 PART 77 (RUNWAY 25R) REMOVE/RELOCATE

185 T-L TOWER 4038.0' -721.8' 59.0 PART 77 (RUNWAY 25L) REMOVE/RELOCATE


208 T-L TOWER N/A N/A 7.3 TRANSITIONAL REMOVE/RELOCATE





Ultimate Part 77 Obstruction Data Table



RUNWAY PROTECTION ZONE

Runway 7R / 25L Runway 7L / 25R Runway 2 / 20

RUNWAY DATA Ultimate Ultimate Future

Runway Protection Zone Dimensions 7R/25L: 1,000' x 2,500' x 1,750' 7L/25R: 1,000' x 2,500' x 1,750' 2/20: 500' x 1,700' x 1,010'

Approach Type CAT-II ILS / ILS ILS, GPS RNAV (GPS) / NONE

Visibility Minimums 1,200' RVR / 1,800' RVR 1/2 mile 1 Mile

104 TREE -7.9 TRIM

109 TREE -9.8 TRIM

114 TREE -6.4 TRIM

116 TREE -9.6 TRIM

124 TREE -9.5 TRIM

Object

Obstruction Data Table - Existing Part 77 Surface

Visibility minimums greater than 3/4-mile (34:1 Slope)

Number Description

Penetration (ft)

+ Penetrate

- Clear Proposed Action

1418 TREE -7 TRIM

1421 TREE -7.1 TRIM

Obstruction Data Table - Existing Threshold

Siting Surface

Approach with vertical guidance (GQS) - Line 9,

Table A2-1, AC 150/5300-13 (30:1 Slope)

Object

Number Description

Penetration (ft)

+ Penetrate

- Clear

Proposed

Action

333 TREE 26.5 REMOVE


813 TREE 1.8 TRIM

835 TREE 7.9 TRIM

893 TREE -4.7 TRIM

894 TREE -5.1 TRIM

898 TREE -1.6 TRIM

911 TREE 7.2 TRIM

962 TREE 9.2 TRIM





1171 TREE 27 REMOVE







1367 TREE 24 REMOVE




1404 TREE 34 REMOVE



1415 TREE 35 REMOVE








1465 TREE 5.5 TRIM


1469 TREE 6 TRIM

1472 TREE 3.3 TRIM

1475 TREE 3.2 TRIM

1477 TREE 1.7 TRIM

1479 TREE 1.5 TRIM

1483 TREE 5.9 TRIM

1484 TREE 5.2 TRIM

1489 TREE 7.8 TRIM

1493 TREE 5.9 TRIM

1501 TREE 4.8 TRIM

1504 TREE 2.9 TRIM

1510 TREE 2.1 TRIM


1537 POWER LINE -1 BURY

1540 POWER LINE -1.7 BURY

1544 POWER LINE 16.5 BURY









1553 PWR. TRANS. POLE -6.5 BURY

1554 PWR. TRANS. POLE -5.7 BURY

1555 PWR. TRANS. POLE 11.3 BURY


Obstruction Data Table - Future Part 77 Surface


Object

Penetration (ft)

+ Penetrate

- Clear

Proposed

ActionNumber Description



962 TREE -9.8 TRIM

963 TREE -8.9 TRIM

966 TREE -7.2 TRIM

1305 TREE -5.5 TRIM




1411 TREE 27 REMOVE







1472 TREE -9.1 TRIM

1475 TREE -9.2 TRIM

1483 TREE -6.9 TRIM

1484 TREE -7.8 TRIM

1489 TREE -5.3 TRIM

1493 TREE -7.5 TRIM

1501 TREE -8.8 TRIM




1555 PWR. TRANSMISSION POLE -4.3 BURY

Obstruction Data Table - Future Threshold Siting Surface

Approach w ith vertica l guidance (GQS) - Line 9, Table A2-1, AC

150/5300-13 (30:1 Slope)

Object

Penetration (ft)

+ Penetrate

- Clear

Proposed


333 TREE -6.2 TRIM

358 TREE -0.5 TRIM

1168 TREE -2.4 TRIM

1171 TREE -5.7 TRIM

1172 TREE -4.3 TRIM

1229 TREE 0.5 TRIM

1237 TREE -6 TRIM

1241 TREE -6.3 TRIM

1367 TREE -8.7 TRIM

1368 TREE -6 TRIM

1370 TREE -0.9 TRIM

1379 TREE 1.4 TRIM

1399 TREE -8.3 TRIM

1404 TREE 1.3 TRIM

1411 TREE 5.1 TRIM

1412 TREE 2.5 TRIM

1415 TREE 2.3 TRIM

1416 TREE 1.7 TRIM

1417 TREE 0.5 TRIM

1418 TREE 8.1 TRIM

1419 TREE 2.9 TRIM

1421 TREE 8.4 TRIM

1520 TREE -2.4 TRIM


1522 TREE -1.7 TRIM


1532 TREE -5 TRIM

1534 TREE 3.1 TRIM


1557 SIGN -8.3 NONE

1625 ROAD -1.4 NONE



Object

Number Description

Penetration (ft)

+ Penetrate


1682 TREE -1.4 TRIM

1689 TREE -9.4 TRIM

1690 TREE -8.1 TRIM

1691 TREE -9.9 TRIM

1692 TREE -6.9 TRIM

1693 TREE -9.4 TRIM

1694 TREE -4.2 TRIM

1698 TREE -9.2 TRIM

1699 TREE -3.2 TRIM

1701 TREE -3.9 TRIM

1708 TREE -9.6 TRIM

1709 TREE -1.7 TRIM

1712 TREE -8.1 TRIM

1714 TREE -8.1 TRIM

1716 TREE -9.8 TRIM

1724 TREE -8.2 TRIM

1729 TREE -9.6 TRIM

1732 TREE -7.9 TRIM

1733 TREE -5.8 TRIM

1734 TREE -7.3 TRIM

1735 TREE -6.4 TRIM

1736 TREE -8.4 TRIM

1737 TREE -7.4 TRIM

1740 TREE -4.6 TRIM

1741 TREE -8.7 TRIM

1745 TREE -9.4 TRIM

1750 TREE -8.8 TRIM

1751 TREE -7.3 TRIM

1752 TREE -5.7 TRIM

1753 TREE -2.8 TRIM

1754 TREE -3.2 TRIM

1755 TREE -2.4 TRIM

1757 TREE -8.2 TRIM

1758 TREE -6.2 TRIM

1759 TREE -6.5 TRIM

1760 TREE -9 TRIM

1762 TREE -7.5 TRIM

1778 TREE -9.9 TRIM

1779 TREE -7.7 TRIM

1780 TREE -1.7 TRIM

1781 TREE -6.2 TRIM

1782 TREE 8.7 TRIM


1784 TREE 6.2 TRIM

1785 TREE -4.3 TRIM

1786 TREE -5.7 TRIM

1787 TREE 1.4 TRIM






1793 TREE 9.7 TRIM

Obstruction Data Table - Existing/Future Part 77 Surface

Precision Instrument Approach (50:1 Slope)

Object

Number Description

Penetration (ft)

+ Penetrate


1788 TREE -0.4 TRIM

1789 TREE 2.4 TRIM

1793 TREE -2.9 TRIM

Obstruction Data Table - Existing/Future Threshold Siting

Surface

Precision Approach, Line 7, Table A2-1, AC 150/5300-13

(34:1 Slope)

Object

Number Description

Penetration (ft)

+ Penetrate


1816 TREE 4.2 TRIM












1876 TREE 3.9 TRIM

1902 TREE 7.7 TRIM








1945 TREE 14 REMOVE




2024 TREE 5.2 TRIM

2025 TREE 9.3 TRIM

2026 TREE 1.3 TRIM



2033 TREE 6.5 TRIM

2048 TREE 14 REMOVE





2061 TREE 18 REMOVE

2076 TREE 3.1 TRIM

2080 TREE -0.5 TRIM

2084 TREE 0.3 TRIM

2085 TREE 7.6 TRIM



Object

Number Description

Penetration (ft)

+ Penetrate

- Clear

Proposed

Action

2101 TREE 6.2 TRIM







2111 TREE 3.5 TRIM

2112 TREE 3.7 TRIM

2114 TREE 9.7 TRIM


2120 TREE 8.2 TRIM

2121 TREE 13 REMOVE

2128 TREE 5.1 TRIM

2129 TREE 3.6 TRIM

2130 TREE 8.4 TRIM


2132 TREE 4.9 TRIM

2133 TREE 8.3 TRIM


2171 TREE 6.4 TRIM

2172 TREE 8 TRIM

2173 TREE 9.1 TRIM

2180 TREE 2.1 TRIM

2183 TREE 7.4 TRIM

2187 TREE 7.2 TRIM

2192 TREE 4.3 TRIM

2193 TREE 6.4 TRIM

2194 TREE 5.4 TRIM

2195 TREE 5.3 TRIM

2196 TREE 7.5 TRIM

2197 TREE 5.3 TRIM

2221 TREE 7.4 TRIM

2224 PWR. TRANS. POLE -2 BURY









Object

Number Description

Penetration (ft)

+ Penetrate

- Clear

Proposed

Action

1910 TREE -9.1 TRIM

2105 TREE -3.4 TRIM

2106 TREE 2.8 TRIM

Number Description

Penetration (ft)

+ Penetrate

- Clear

Proposed

Action

Obstruction Data Table - Existing Threshold Siting

Surface

Precision Approach, Line 7, Table A2-1, AC 150/5300-13

(34:1 Slope)

Object



















































Number Description

Obstruction Data Table - Ultimate Part 77 Surface


Object

Penetration (ft)

+ Penetrate

- Clear

Proposed

Action























2223 POLE 8.1 REMOVE



























Number Description



Object

Penetration (ft)

+ Penetrate

- Clear

Proposed

Action






































Penetration (ft)

+ Penetrate

- Clear

Proposed


Obstruction Data Table - Ultimate Threshold Siting

Surface

Precision Approach - Line 7, Table A2-1, AC 150/5300-13

(34:1 Slope)

Object





































Penetration (ft)

+ Penetrate

- Clear

Proposed


Obstruction Data Table - Ultimate Threshold Siting

Surface

Precision Approach - Line 7, Table A2-1, AC 150/5300-13

(34:1 Slope)

Object

2258 POWER TRANSMISSION POLE 70.26 BURY






Number Description

Penetration (ft)

+ Penetrate




Object







Number Description

Penetration (ft)

+ Penetrate


Obstruction Data Table - Ultimate Threshold Siting Surface

Precision Approach, Line 7, Table A2-1, AC 150/5300-13 (34:1 Slope)

Object

Surface Pentrated

1719 TREE 5297.2 168.3 -124.0 Existing One-Engine Inoperative Obstacle Identification Surface REMOVE

Runway 7 Departure Surface Obstruction Data Table



Surface Pentrated

2106 TREE 3958.9 807.0 50.1 Existing One-Engine Inoperative Obstacle Identification Surface REMOVE

2131 TREE 3109.5 389.5 22.2 Existing One-Engine Inoperative Obstacle Identification Surface REMOVE

2224 PWR. TRANS. POLE 6353.6 143.2 19.5 Existing One-Engine Inoperative Obstacle Identification Surface BURY

2225 POWER LINE 5982.1 604.5 38.8 Existing One-Engine Inoperative Obstacle Identification Surface BURY








2106 TREE 3958.9 168.3 82.0 Ultimate One-Engine Inoperative Obstacle Identification Surface REMOVE

2131 TREE 3109.5 218.4 54.2 Ultimate One-Engine Inoperative Obstacle Identification Surface REMOVE

2224 PWR. TRANS. POLE 6353.6 938.3 51.4 Ultimate One-Engine Inoperative Obstacle Identification Surface BURY

2225 POWER LINE 5982.1 2967.0 70.7 Ultimate One-Engine Inoperative Obstacle Identification Surface BURY






2254 ANTENNA 9467.8 0.0 31.8 Ultimate One-Engine Inoperative Obstacle Identification Surface RELOCATE



3002 POLE 5047.8 807.0 9.0 Ultimate One-Engine Inoperative Obstacle Identification Surface RELOCATE


















Runway 25 Departure Surface Obstruction Data Table



Line Bearing Distance

1 S 0056'17" W 93.48'

2 N 7618'28" W 31.09'

4 N 0831'40" E 16.10'

5 N 7326'33" W 36.34'

6 N 7326'33" W 10.81'

7 S 8034'21" W 47.20'

8 N 3323'00" W 50.00'

9 S 5637'00" W 40.00'

14 N 3207'38" W 201.19'

15 N 5634'05" E 5.04'

16 N 3325'55" W 50.00'

17 N 3210'13" W 198.95'

18 N 3325'55" W 437.70'

19 N 3325'55" W 380.00'

20 N 7553'54" W 533.50'

21 S 5637'02" W 579.68'

22 N 6623'40" W 10.40'

23 N 7832'44" W 367.11'

24 S 8851'16" W 84.00'

25 S 8637'30" W 509.91'

26 S 8032'28" W 813.10'

27 N 1716'13" E 414.99'

28 S 8459'56" W 266.54'

29 S 0622'54" E 388.70'

30 N 8223'16" E 151.77'

31 S 0624'04" E 149.93'

32 S 0624'04" E 100.00'

33 N 7952'11" E 149.99'

34 S 0622'38" E 158.78'

35 N 8004'05" E 129.05'

36 N 8006'41" E 118.22'

37 S 0855'20" E 575.70'

38 S 4935'12" E 385.63'

39 S 5216'45" E 288.46'

40 S 5130'30" E 254.32'

41 S 5207'55" E 202.12'

42 S 5222'18" E 84.23'

43 S 5237'15" E 125.11'

44 S 7743'21" E 492.96'

45 S 7635'48" E 486.82'

46 S 7639'45" E 294.75'

47 N 1101'28" E 291.58'

48 S 8807'23" E 284.44'

49 S 0440'34" W 357.86'

50 S 0659'28" E 306.46'

53 S 8341'52" E 125.11'

54 N 8527'15" E 417.20'

55 N 8207'38" E 310.05'

56 N 8203'48" E 489.40'

57 N 8258'37" E 210.40'

58 S 7955'00" W 610.92'

59 S 7946'57" W 253.33'

60 S 8126'37" W 587.72'

61 S 7516'37" W 159.00'

62 S 6547'57" W 149.85'

63 S 1453'27" E 385.42'

64 S 1618'27" E 680.00'

65 S 3015'27" E 200.00'

66 S 2616'27" E 482.00'

67 S 2730'27" E 411.05'

68 S 5101'51" E 560.16'

69 N 8828'47" E 334.98'

70 S 8335'18" E 241.97'

71 S 8154'57" E 307.20'

72 S 2154'57" E 160.72'

73 S 2924'22" E 397.06'

74 S 5832'16" W 212.93'

76 S 3044'50" E 51.57'

77 S 3035'57" E 218.37'

78 S 3035'57" E 242.50'

79 S 3033'23" E 272.69'

80 S 0302'00" W 327.00'

81 S 8201'25" W 270.95'

82 S 0758'35" E 200.00'

Line Bearing Distance

83 S 1555'00" W 65.62'

84 S 0757'05" E 184.26'

85 S 8221'07" W 73.74'

86 N 3057'27" W 113.28'

87 S 6800'31" W 75.12'

88 S 2534'34" E 259.59'

103 S 3415'12" W 743.38'

104 N 3054'04" W 550.66'

105 N 3415'12" E 605.37'

106 S 4738'19" E 139.21'

107 N 8855'02" E 145.74'

108 N 8807'31" E 59.40'

109 N 2502'29" E 197.62'

110 N 5608'38" E 132.21'

111 N 4154'36" E 574.50'

112 S 4520'54" E 157.85'

113 N 5828'32" E 187.59'

114 S 3144'47" E 547.44'

115 N 3415'12" E 734.48'

116 N 3054'04" W 551.12'

117 N 6409'34" E 123.52'

118 N 3323'00" W 1000.00'

119 S 5637'00" W 280.00'

120 S 1318'12" E 355.11'

121 S 1134'48" E 93.62'

122 S 5634'02" W 1012.66'

123 S 3325'58" E 160.00'

124 N 5634'02" E 948.49'

125 S 1134'48" E 95.47'

126 S 1807'00" E 257.28'

127 N 6429'00" E 486.02'

128 N 2859'10" W 247.69'

129 N 5036'20" W 200.18'

130 N 7014'00" W 187.38'

131 N 8409'00" W 191.42'

132 S 7618'28" E 65.21'

133 N 7824'54" W 634.14'

134 N 0303'16" W 601.90'

135 S 0552'19" W 767.94'

136 S 5635'08" W 495.27'

137 S 6506'59" W 1719.02'

138 S 3324'52" E 1010.00'

139 N 4803'17" E 1719.02'

140 N 5635'08" E 178.50'

141 S 3324'52" E 209.20'

142 N 5635'08" E 185.80'

143 S 0240'42" W 100.52'

144 N 5636'24" E 593.54'

145 N 3322'26" W 421.53'

146 N 7823'50" W 35.37'

147 N 5634'4O" E 45.00'

148 N 3325'21" W 120.00'

149 N 5637'00" E 170.08'

151 S 5636'24" W 453.41'

152 N 3322'26" W 210.53'

153 S 3325'16" E 205.79'

154 * N 3322'25" W 157.33'

155 * N 3323'30" W 438.08'

156 * N 3323'30" W 160.32'

157 * N 5641'55" E 570.16'

158 * S 3325'55" E 162.58'

159 * S 5634'05" W 5.04'

160 * S 3325'55" E 50.00'

161 * S 3325'55" E 162.70'

162 * S 3325'16" E 157.33'

163 * N 5543'32" W 275.00'

164 * N 3416'28" E 442.49'

165 * S 5544'00" E 444.23'

166 * S 5634'05" W 314.43'

167 * N 5842'46" E 300.35'

168 * S 3941'40" E 243.42'

169 * S 3613'34" E 155.78'

170 * S 5120'08" W 172.32'

171 ** S 3415'12" W 738.42'

Curve Delta Radius Arc Chord Tangent Chord Bearing

1 3950'31" 495.87' 344.82' 337.91' 179.71' S 4624'16" E

2 1209'04" 1161.28' 246.28' 245.82' 123.60' S 7228'12" E

3 4702'56" 374.73' 307.71' 299.14' 163.13' S 4426'22" E

4 9232'21" 25.00' 40.38' 36.13' 26.13' S 7710'13" E

5 8723'13" 25.00' 38.13' 34.54' 23.89' S 1252'22" W

6 1656'31" 5700.58' 1685.63' 1679.49' 849.01' S 4527'03" W

7 5800.58' 1237.07'

8 5046'30" 561.30' 1685.63' 266.38'

9 9000'00" 25.00' 39.57' 35.36' 25.00' N 7823'00" W

10 8958'50" 55.00' 86.37' 77.77' 54.98' N 1137'00" E

11 9001'10" 45.00' 70.70' 63.65' S 7823,01" E

12 9001'40" 50.00' 78.56' 70.73' S 1135'34" W

13 * 420'42" 3000.00' 227.50' 227.45' 23.89' N 3533'51" W

14 * 236'34" 4417.78' 201.20' 201.18' 100.62' S 3207'38" E

15 * 8723'13" 25.00' 38.13' 34.54' 23.89' S 1252'22" W

16 * 9230'21" 25.00' 40.36' 36.12' 26.12' S 7710'13" E

17 * 231'24" 4517.78' 198.98' 198.96' 99.50' S 3210'18" E

18 * 2217'38" 333.77' 129.87' 129.05' 65.77' S 4525'16" W

19 * 9000'00" 25.00' 39.27' 35.36' 25.00' S 7916'28" W

20 ** 441'19" 4193.96' 343.20' 343.10' 171.69' S 7407'04" E

Released Property Table

Reference Tax Parcel Date of Purpose of

Number Number Release Release

2 2 9/4/2001

3 3 9/4/2001

4 4 9/4/2001

6 6 6/12/1990

7 7 6/12/1990

8 --- 6/12/1990

14 1-A 3/4/1957

15 1-B 3/4/1957

16 1-C 3/4/1957

17 1-D 3/4/1957

18 1-E 3/4/1957

19 2-A 3/4/1957

20 2-B 3/4/1957

21 7-A 3/4/1957

22 7-B 3/4/1957

23 6-A 3/4/1957

24 6-B 3/4/1957

25 6-C 3/4/1957

26 4-A 3/4/1957

27 D 3/4/1957

4/25/1963

7/7/1964

9/25/1986

49 8/10/1989

52 17 9/25/1986

8/9/1973

9/25/1986

Area B 8/9/1973

Parcel 3 9/25/1986

Area B 8/9/1973

Parcel 4 9/25/1986

62 Parcel 1 5/11/1978

8/9/1973

6/9/1989

64 Property A 6/12/1990

5/11/1978

9/25/1986

* City of Newport News Deed Book/Page 1154/876

York County Deed Book/Page 492/289





1A 10/21/1958

1B 6/24/1976

1C 6/12/1990

1D 7/12/1994

1E 8/10/1990

1F 10/15/1987

1G 10/15/1987

1H 10/15/1987

1J 10/15/1987

1K 10/15/1987

1L 10/15/1987

2A N/A

2B N/A

2H N/A

3A N/A

3B 3/4/1957

3C 3/4/1957

4A 9/4/1997

4B 7/23/1999

4C 3/10/1995

4D

76

4B

South Clear Zone Parcel "A"

5

47 Tracts 16, 17, 18 & 19

59

73

74

60

61

63

67

Area A

Parcel 2

Reference Tax Parcel Date of Acquistion - Grant Number or Purpose of Acquisiton or Noise Land

Number Number Previous Owner Acreage Deed Book / Page Purchase Information Type of Easement Yes / No

1 1 U.S.A. F.A. ACT 1946 920+ 5/1947 - 121 / 522 --- Fee No

2 2 U.S.A. F.A. ACT 1946 0.24 5/1947 - 121 / 522 --- Fee No

3 3 U.S.A. F.A. ACT 1946 0.52 5/1947 - 121 / 522 --- Fee No

4 4 U.S.A. F.A. ACT 1946 0.29 5/1947 - 121 / 522 --- Fee No

5 5 U.S.A. F.A. ACT 1946 0.06 5/1947 - 121 / 522 --- Fee No

6 6 U.S.A. F.A. ACT 1946 2.08 5/1947 - 121 / 522 --- Fee No

7 7 U.S.A. F.A. ACT 1946 0.71 5/1947 - 121 / 522 --- Fee No

8 --- U.S.A. F.A. ACT 1946 9.3 5/1947 - 121 / 522 --- Access Easement No





13 A(1) U.S.A. Fed. Prop. ACT 1949 10.54 11/1994 - 153 / 242 --- Fee No

14 1-A U.S.A. Fed. Prop. ACT 1949 119.92 11/1994 - 153 / 242 --- Fee No

15 1-B U.S.A. Fed. Prop. ACT 1949 23.599 11/1994 - 153 / 242 --- Fee No

16 1-C U.S.A. Fed. Prop. ACT 1949 27.454 11/1994 - 153 / 242 --- Fee No

17 1-D U.S.A. Fed. Prop. ACT 1949 29.623 11/1994 - 153 / 242 --- Fee No

18 1-E U.S.A. Fed. Prop. ACT 1949 6.248 11/1994 - 153 / 242 --- Fee No







25 6-C U.S.A. Fed. Prop. ACT 1949 0.002 11/1994 - 153 / 242 --- Fee No


27 D U.S.A. Fed. Prop. ACT 1949 2.367 11/1994 - 153 / 242 --- Fee No

28 1 J.M. Dozier, Est. 37.1 3/1952 - 74 / 198 F.A.A.P. 9-44-001-205 Fee No

29 2 H.P. Haynes, Ux 2.44 4/1952 - 74 / 319 F.A.A.P. 9-44-001-205 Fee No

30 8 J. Sinclair Selden, Sr. 5.9 4/1952 - 74 / 324 F.A.A.P. 9-44-001-205 Fee No

31 5 & 15 J.R. West 16.61 4/1952 - 74 / 342 F.A.A.P. 9-44-001-205 Fee No

32 4 Julia Carter 5.91 4/1952 - 74 / 429 F.A.A.P. 9-44-001-205 Fee No

33 10 Henry Dillard 30.1 6/1952 - 75 / 91 F.A.A.P. 9-44-001-205 Fee No

34 3 & 14 Mamie D. Collier 10.7 7/1952 - 75 / 223 F.A.A.P. 9-44-001-205 Fee No

35 3 & 14 Lenora D. Jordan 10.7 7/1952 - 75 / 344 F.A.A.P. 9-44-001-205 Fee No

36 6 J.R. West 5.16 5/1952 - 75 / 401 F.A.A.P. 9-44-001-205 Fee No

37 7, 12, 9 City of Newport News 12.4 & 6.0 9/1952 - 76 / 372 F.A.A.P. 9-44-001-205 Fee No

38 Dare Barrier, Ux 0.9 12/1955 - 62 / 10 F.A.A.P. 9-44-001-5707 Fee No

39 John F. Franske 6.33 4/1956 - 68 / 325 F.A.A.P. 9-44-001-5707 Fee No

40 James D. Dietrich 1.28 1956 - 76 / 10 F.A.A.P. 9-44-001-5707 Fee No

41 Raymond E. Wilson 7.0 1956 - 76 / 254 F.A.A.P. 9-44-001-5707 Fee No

42 U.S.A. Fed. Prop. ACT 1949 1/1957 - 84 / 505 30' Waterline Easement No

43 207 Corp 3.6 6/1957 - 92 / 25 F.A.A.P. 9-44-001-5707 Fee No

44 W.H. Ferguson 134.66 6/1957 - 330 / 457 F.A.A.P. 9-44-001-5707 R/W 7 50:1/7:1 Avigation Easement No

45 Paul P. Mark 2.07

8/1958

335 / 357 & 340 / 149 F.A.A.P. 9-44-001-5707 R/W 7 50:1 Avigation Easement No

46 S.W. Colonna, Tr. 2.07 12/1958 - 343 / 428 F.A.A.P. 9-44-001-5707 R/W 7 50:1 Avigation Easement No

47 Tracts 16, 17, 18 & 19 U.S.A. Fed. Prop. ACT 1949 10.39 3/1958 - 105 / 39 Fee No

48 C.P. Yoder 7.3803 3/1960 - 397 / 461 F.A.A.P. 9-44-001-6109 Fee No

49 U.S.A. Fed. Prop. ACT 1949 6.21 9/1960 - 407 / 101 Fee No

52 17 H.N. Allen, Sr. 5.43 5/1965 - 185 / 593 A.D.A.P. 8-51-0035-02-72 Fee No

53 W.R. Lumpkin 1.074 1/1967 - 201 / 242 F.A.A.P. 9-44-001-13 Fee No

54 Citizens & Marine Bank Trs. 74.1 4/1968 - 210 / 292 A.D.A.P. 8-51-0035-02-72 Fee No

56 E.W. Muller 405 7/1970 - 227 / 240 A.D.A.P. 6-51-0035-07-76 Fee No

57 Francis R. Dolan 0.537 3/1972 - 242 / 447 A.I.P. 3-51-0035-02 Fee No

58 Tippie E. Hundall 0.5 4/1972 - 243 / 382 A.I.P. 3-51-0035-02 Fee No

59 Area A U.S.A. Fed. Prop. ACT 1949 11.56 10/1972 - 806 / 69 Fee No

60 Area B Parcel 3 U.S.A. Fed. Prop. ACT 1949 3.86 10/1972 - 806 / 69 Access Easement No

61 Area B Parcel 4 U.S.A. Fed. Prop. ACT 1949 4.39 10/1972 - 806 / 69 Access Easement No

62 Parcel 1 U.S.A. Fed. Prop. ACT 1949 7.00 10/1972 - 806 / 69 Fee No

63 Parcel 2 U.S.A. Fed. Prop. ACT 1949 61.11 10/1972 - 806 / 69 Fee No

64 Property A U.S.A. Fed. Prop. ACT 1949 6.625 12/1973 - 850 / 149 Fee No

65 Parcel 1 McMurran 198 5/1974 Exc. - 865 / 80 A.D.A.P. 6-51-0035-07-76 Fee No

66 City of Newport News 1 7/1975 - 278 / 390 Fee No

67 U.S.A. Fed. Prop. ACT 1949 1.23 12/1975 - 910 / 187 Fee No

68 Nancy H. Stewart 0.72 7/1982 - 367 / 13 Fee No

69 V.E.P. Co. 1 9/1983 - 384 / 439 A.D.A.P. 6-51-0035-07-76 Fee No

70 Forest Heights Inc. 69.8512 12/1960 - 146 / 96 A.D.A.P. 8-51-0035-02-72 Fee No

71 A-1 & A-2 Forest Heights Inc. 14.44 8/1960 - 142 / 488 F.A.A.P. 9-44-001-6109 Fee No

72 4A R.G. Moore Building Corp. 4015

7/29/1987

N.N. 1154 / 876

Y.C. 492 / 289 Fee No

73 4B R.G. Moore Building Corp. 34.515

7/29/1987

N.N. 1154 / 876

Y.C. 492 / 289 R/W 7-25 7:1 Avigation Easement No

74 South Clear Zone Parcel "A" R.G. Moore Building Corp. 13.681 7/29/1987 - 1154 / 869 Fee No

75 Future R/W Parcel "B" R.G. Moore Building Corp. 0.228 7/29/1987 - 1154 / 869 Fee No

76 5 R.G. Moore Building Corp.

7/29/1987

N.N. 1154 / 881

Y.C. 492 / 292 Noise and Use Easement No

77 North Clear Zone R.G. Moore Building Corp. 5.961 7/29/1987 - 1154 / 885 R/W 2 50:1 Avigation Easement No

78 C Ferguson Corp. Et Als 8/9/1991 - 1256 / 841 Fee No

79 D Ferguson Corp. Et Als 5/31/1991 - 1256 / 822 Restrictive Covenants No

80 E Ferguson Corp. Et Als 5/31/1991 - 1256 / 822 Restrictive Covenants No

81 Future R/W Parcel "B" Ferguson Corp. Et Als 5/31/1991 - 1256 / 822 Restrictive Covenants No

82 G Ferguson Corp. Et Als 5/31/1991 - 1256 / 822 Restrictive Covenants No

83 I Ferguson Corp. Et Als 8/9/1991 - 1256 / 841 Restrictive Covenants No

84 J Ferguson Corp. Et Als 8/9/1991 - 1256 / 841 Restrictive Covenants No

85 K Ferguson Corp. Et Als 8/9/1991 - 1256 / 841 Restrictive Covenants No

86 L Ferguson Corp. Et Als 5/31/1991 - 1256 / 822 Restrictive Covenants No

87 X Ferguson Corp. Et Als 5/31/1991 - 1256 / 822 Restrictive Covenants No

Lot 24 W.G. Barlow 0.36 11/1972 - 249 / 606 A.D.A.P. 6-51-0035-10-80 Fee No

Lot 25 W.G. Barlow 0.42 11/1972 - 249 / 606 A.D.A.P. 6-51-0035-10-80 Fee No

Lot 26 R.L. Gilliam 0.37 3/1972 - 242 / 453 A.D.A.P. 6-51-0035-10-80 Fee No

Lot 27 C.W. Douglas 0.41 4/1972 - 243 / 223 A.I.P. 3-51-0035-02 Fee No

Lot 44 S.L. Phillips 0.41 4/1972 - 242 / 764 A.I.P. 3-51-0035-02 Fee No

Lot 45 C.S. Keyser 0.37 3/1972 - 242 / 449 A.I.P. 3-51-0035-02 Fee No

Lot 47 D.S. Traylor 0.37 3/1972 - 242 / 451 A.I.P. 3-51-0035-02 Fee No

Lot 59 W.C. Brown 0.37 4/1974 - 265 / 263 A.I.P. 3-51-0035-02 Fee No

Lot 65 W.C. McQuillen 0.41 3/1930 - 242 / 463 A.I.P. 3-51-0035-02 Fee No

Lot 21 Hans Frank 0.6+ 3/1973 - 253 / 620 A.D.A.P. 6-51-0035-07-76 Fee No

Lot 21A John Kornhause 0.38 8/1966 - 196 / 263 A.D.A.P. 6-51-0035-07-76 Fee No

Lot 21B John Kornhause 0.39 8/1966 - 196 / 263 A.D.A.P. 6-51-0035-07-76 Fee No

Lot 22 John Kornhause 0.5+ 8/1966 - 196 / 263 A.D.A.P. 6-51-0035-07-76 Fee No

Lot 23 R.W. Call 0.36 7/1966 - 197 / 192 A.D.A.P. 6-51-0035-07-76 Fee No

Lot 46 American Builders 0.37 3/1972 - 242 / 112 A.D.A.P. 6-51-0035-07-76 Fee No

Lot 48 C.H. Erickson 0.36 7/1966 - 197 / 101 A.D.A.P. 6-51-0035-07-76 Fee No



Lot 51 Veterans Administration 0.42 5/1974 - 266 / 766 A.D.A.P. 6-51-0035-07-76 Fee No

Lot 58 B.J. Canterbury 0.37 11/1978 - 321 / 769 A.D.A.P. 6-51-0035-07-76 Fee No

Lot 60 B.J. Canterbury 0.37 11/1978 - 321 / 769 A.D.A.P. 6-51-0035-07-76 Fee No

Lot 61 R.R. Oliver 0.37 5/1972 - 244 / 68 A.D.A.P. 6-51-0035-07-76 Fee No

Lot 62 R.R. Oliver 0.37 5/1972 - 244 / 68 A.D.A.P. 6-51-0035-07-76 Fee No

Lot 63 G.F. Rae 0.37 3/1972 - 242 / 510 A.D.A.P. 6-51-0035-07-76 Fee No

Lot 64 G.F. Rae 0.37 3/1972 - 242 / 510 A.D.A.P. 6-51-0035-07-76 Fee No

89 City of Newport News 36.4125 11/24/1997 - 4124 / 177 A.I.P. 3-51-0035-16 Fee No

90 Parcel 1-C City of Newport News 3.95 6/2/2000 - 60 / 0909 Fee No

91 Lots 18-1C & 18-1D City of Newport News 6.277 5/14/1997 - 464 / 828 Fee No

Parcel B-1 City of Newport News 3.00 10/25/2000 - 1625 / 61 Fee No

Parcel B-2 City of Newport News 0.1962 4/29/1997 - 1464 / 599 Fee No

93 Lot 29 & 30 Kunschman 1/3/2001 - 1629 / 15 Fee No

1D Ferguson Enterprises, Inc. 10.00 7/1981 - 1041 / 252 Fee No

1E The Edwards Company, Inc. 2.0661 10/1983 - 1068 / 843 Fee No

94 * Parcel 1 City of Newport News 200

12/29/2000

Instrument No. 000022241 Fee No

95 * Parcel B-1

Industrial Development Authority of the City

of Newport News 1.00

10/31/2001

1681 / 284 Fee No

96 * The Fairways Group, L.P. 3/11/2002 - 1708 / 229 30' Waterline Easement No

97 * Parcel 17 Dobson II, LLC 3.63 2/6/2002 - 1702 / 1604 Fee No

98 * City of Newport News 86.0844

7/21/2004

Instrument No. LR040015306 Fee No

99 * Parcel B-2



10/20/2004

1964 / 1448 Protective Covenants No

100 * Parcel B-9



3/21/2005

2005 / 630 Protective Covenants No

101 * Parcel B-6A



4/10/2007

Doc. No. 070010108 Protective Covenants No

Existing Property & Easement Table

88

92

Reference Tax Parcel Date - Grant Number or Purpose of Acquisiton or Noise Land

Number Number Grantee Acreage Deed Book / Page Purchase Information Type of Easement Yes / No

1A Commonwealth of Virginia 1.36 12/2/1958 - 346 / 453 No

1B City of Newport News 0.497 7/1976 - 927 / 57 Easement No

1C City of Newport News 0.710 7/1971 - 762 / 382 No

1D Ferguson Enterprises, Inc. 10.00 7/1981 - 1041 / 252 Fee No

1E The Edwards Company, Inc. 2.0661 10/1983 - 1068 / 843 Fee No

1F City of Newport News 4.416 7/24/1987 - 1154 / 179 No

1G R.G. Moore Building Corp. 7/24/1987 - 1154 / 873 Landscape Easement No

1H Hampton Roads Sanitation District 7/29/1987 - 1154 / 176 Easement No

1J Virginia Elec. & Power Co. 6/24/1987 - 1154 / 173 Easement No

1K Chesapeake & Potomac Co. 6/23/1987 - 1137 / 2122 Easement No

1L Virginia Natural Gas 6/24/1987 - 1154 / 171 Easement No

2A Ferguson Corporation Et Als 1.3356 8/9/1991 - 1256 / 841 Easement No

2B Ferguson Corporation Et Als 0.175 8/9/1991 - 1256 / 841 Easement No

2H Ferguson Corporation Et Als 0.3673 8/9/1991 - 1256 / 841 Easement No

3A Condemnation of Commonwealth of Virginia 3.813 12/7/1993 - 1345 / 1567 No

3B City of Newport News 188.4152 10/22/1990 - 1239 / 775 No

3C City of Newport News 0.6596 3/4/1993 - 1315 / 540 No

4A City of Newport News 2.3579 2/26/1996 - 1481 / 2050 No

4B City of Newport News 1.309 12/10/1999 - 1582 / 867 No

4C Virginia Natural Gas 4.97 3/29/1995 - 1397 / 1051 Easement No

4D City of Newport News 7.4944 7/12/1994 - 1373 / 919 No

5A * City of Newport News 0.03692 12/5/2000 - 1629 / 1383 10' Waterline Easement No

5B * 46.6

8/23/2001

Instrument No. 010013651 Declaration of Restrictions No

5C * Virginia Elec. & Power Co. 5/31/2002 - 1723 / 1502 Right of Way No

5D * City of Newport News 0.017 10/6/2005 - 2070 / 950 Waterline Easement No

5E * Virginia Elec. & Power Co. 9/1/2005 - 2059 / 112 Right of Way No

5F * City of Newport News 5/3/2006 - 2133 / 301 10' Waterline Easement No

5G * City of Newport News

6/13/2007

Instrument No. 070016510 15' Waterline Easement No

5H * Virginia Elec. & Power Co.

5/17/2007

Instrument No. 070014017 Right of Way No

5J * City of Newport News

9/11/2009


5K * Virginia Elec. & Power Co.

8/30/2010

Instrument No. 100013052 Right of Way No

5L * City of Newport News

12/8/2010


5M * Tax Map No. 112000101 Virginia Elec. & Power Co. 6/11/2012 Right of Way No

Conveyances by Penninsula Airport Commission

Reference Tax Parcel

Number Number

111 R05d-4244-0827 City of Newport News 51.85 Future/Ultimate Runway 25 RPZ Water Works

112 R06c-1589-2324 City of Newport News 38.94 Ultimate Runway 25R RPZ Water Works

Owner Acreage Type of Easement Current Use

Proposed Easement Acqusition Table

Reference Tax Parcel

Number Number Purpose

102

R06c-1589-2324 /

R05d-4244-0827 City of Newport News 329.48 Ultimate Runway 7R-25L & 7L-25R Water Works

103 - Lot 8 Q05a-1638-2708 Lila Marie 0.37 Ultimate Runway 7L-25R Rural Residential

103 - Lot 9 Q05a-1500-2613 Randall Etuz 0.54 Ultimate Runway 7L-25R Rural Residential

103 - Lot 10 Q05a-1626-2571 Ning & Xianchin Kong 0.39 Ultimate Runway 7L-25R Rural Residential

103 - Lot 11 Q05a-1626-2571 Ning & Xianchin Kong 0.42 Ultimate Runway 7L-25R Rural Residential

103 - Lot 11A Q05a-1399-2708 Iris Fenton 0.54 Ultimate Runway 7L-25R Rural Residential

103 - Lot 12 Q05a-1576-2792 Edward Et Ux Belford 0.46 Ultimate Runway 7L-25R Rural Residential

103 - Lot 20 Q05a-1890-2531 Martha Jean Abbott 0.43 Ultimate Runway 7L-25R Rural Residential

103 - Lot 52 Q05a-2008-2684 Bob and Jeanaa Nasser 0.45 Ultimate Runway 7L-25R Rural Residential

103 - Lot 53 Q05a-1856-2699 Scott Etux Emde 0.36 Ultimate Runway 7L-25R Rural Residential

103 - Lot 54A Q05a-1811-2854 Evelyn Virginia Ayers 0.42 Ultimate Runway 7L-25R Rural Residential

103 - Lot 55A Q05a-1785-2951 Gladys Johson 0.47 Ultimate Runway 7L-25R Rural Residential

103 - Lot 56 Q05a-1934-2920 Jeffrey Etux Weber 0.37 Ultimate Runway 7L-25R Industrial Light

103 - Lot 57 Q05a-2013-2932 Jeffrey Etux Weber 0.37 Ultimate Runway 7L-25R Rural Residential

104 121000205 City of Newport News 3.37 Existing Runway 7 RPZ Industrial

105 91000201 City of Newport News 1.57 Ultimate Runway 7L Vacant



108 100000220 City of Newport News 5.09 Ultimate Runway 7L N/A


110 111000101 Bland Blvd LLC 5.02 Ultimate Runway 7L N/A

Proposed Acquistion Table

Owner Acreage Current Use

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