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.
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Airport Layout Plan 6-2 Final 2014
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.
Newport NewsWilliamsburg Int. Airport Airport Master Plan
Airport Layout Plan 6-3 Final 2014
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).
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Airport Layout Plan 6-4 Final 2014
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
Newport NewsWilliamsburg Int. Airport Airport Master Plan
Airport Layout Plan 6-5 Final 2014
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.
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Airport Layout Plan 6-6 Final 2014
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.
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Airport Layout Plan 6-7 Final 2014
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.
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Airport Layout Plan 6-8 Final 2014
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
15 Private Hangar 56.6 33 Private Hangar 56.5 51 Private Hangar 68.3
16 Private Hangar 53.6 34 Private Hangar 47.7 52 Private Hangar 70.1
17 Rick Aviation (FBO) 66.9 35 Private Hangar 48.5 53 Private Hangar 78.56
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
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' 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
End ID TORA TODA ASDA LDA
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%
99.13% (Combined) 99.13% (Combined) 99.00% (Combined) 99.00% (Combined) 99.13% (Combined)
@ 10.5 kts. @ 10.5 kts. @ 10.5 kts. @ 10.5 kts. @ 10.5 kts.
51.48% / 58.27% 51.48% / 58.27% 53.57% / 54.98% 53.57% / 54.98% 51.48% / 58.27%
94.37% (Combined) 94.37% (Combined) 93.13% (Combined) 93.13% (Combined) 94.37% (Combined)
@ 10.5 kts. @ 10.5 kts. @ 10.5 kts. @ 10.5 kts. @ 10.5 kts.
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
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
15 Private Hangar 56.6 33 Private Hangar 56.5 51 Private Hangar 68.3
16 Private Hangar 53.6 34 Private Hangar 47.7 52 Private Hangar 70.1
17 Rick Aviation (FBO) 66.9 35 Private Hangar 48.5 53 Private Hangar 78.56
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
197 T-L TOWER 3014.6' 904.6' 8.5 PART 77 (RUNWAY 25L) REMOVE/RELOCATE
208 T-L TOWER N/A N/A 7.3 TRANSITIONAL REMOVE/RELOCATE
209 T-L TOWER 2750.4' 260.3' 7.8 PART 77 (RUNWAY 25L) REMOVE/RELOCATE
210 T-L TOWER 2569.4' -212.1' 14.4 PART 77 (RUNWAY 25L) REMOVE/RELOCATE
211 T-L TOWER 2388.4' -684.5' 14.0 PART 77 (RUNWAY 25L) REMOVE/RELOCATE
213 T-L TOWER 2848.3' 560.9' 2.8 PART 77 (RUNWAY 25L) REMOVE/RELOCATE
Ultimate Part 77 Obstruction Data Table
Object Obstruction Data
Number Description Distance To End Offset Penetration (ft) Proposed Action
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
358 TREE 32.3 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
966 TREE 11.5 REMOVE
977 TREE 11.2 REMOVE
984 TREE 14.3 REMOVE
1168 TREE 30.3 REMOVE
1171 TREE 27 REMOVE
1172 TREE 28.4 REMOVE
1229 TREE 33.2 REMOVE
1237 TREE 26.7 REMOVE
1241 TREE 26.4 REMOVE
1305 TREE 12.2 REMOVE
1346 TREE 17.7 REMOVE
1367 TREE 24 REMOVE
1368 TREE 26.7 REMOVE
1379 TREE 34.2 REMOVE
1399 TREE 24.5 REMOVE
1404 TREE 34 REMOVE
1411 TREE 37.9 REMOVE
1412 TREE 35.3 REMOVE
1415 TREE 35 REMOVE
1416 TREE 34.4 REMOVE
1417 TREE 33.3 REMOVE
1418 TREE 40.9 REMOVE
1419 TREE 35.6 REMOVE
1421 TREE 41.2 REMOVE
1461 TREE 19.7 REMOVE
1462 TREE 15.5 REMOVE
1465 TREE 5.5 TRIM
1467 TREE 10.2 REMOVE
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
1519 TREE 21.8 REMOVE
1537 POWER LINE -1 BURY
1540 POWER LINE -1.7 BURY
1544 POWER LINE 16.5 BURY
1545 POWER LINE 8.6 BURY
1546 POWER LINE 5.9 BURY
1547 POWER LINE -6.5 BURY
1548 POWER LINE 21.6 BURY
1549 POWER LINE 21.6 BURY
1550 POWER LINE 11.3 BURY
1551 POWER LINE -6.5 BURY
1552 POWER LINE 11.3 BURY
1553 PWR. TRANS. POLE -6.5 BURY
1554 PWR. TRANS. POLE -5.7 BURY
1555 PWR. TRANS. POLE 11.3 BURY
1556 PWR. TRANS. POLE 21.6 BURY
Obstruction Data Table - Future Part 77 Surface
Visibility minimums greater than 3/4-mile (34:1 Slope)
Object
Penetration (ft)
+ Penetrate
- Clear
Proposed
ActionNumber Description
333 TREE 10.4 REMOVE
358 TREE 15.6 REMOVE
962 TREE -9.8 TRIM
963 TREE -8.9 TRIM
966 TREE -7.2 TRIM
1305 TREE -5.5 TRIM
1379 TREE 23.4 REMOVE
1399 TREE 13.3 REMOVE
1404 TREE 22.8 REMOVE
1411 TREE 27 REMOVE
1412 TREE 24.4 REMOVE
1415 TREE 24.3 REMOVE
1416 TREE 23.7 REMOVE
1417 TREE 22.4 REMOVE
1418 TREE 30.1 REMOVE
1419 TREE 24.9 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
1544 POWER LINE 1.1 BURY
1550 POWER LINE -4.3 BURY
1552 POWER LINE -4.3 BURY
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
ActionNumber Description
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
1521 TREE 14.8 REMOVE
1522 TREE -1.7 TRIM
1523 TREE 40.4 REMOVE
1532 TREE -5 TRIM
1534 TREE 3.1 TRIM
1543 POWER LINE 8.6 BURY
1557 SIGN -8.3 NONE
1625 ROAD -1.4 NONE
Obstruction Data Table - Existing Part 77 Surface
Visibility minimums greater than 3/4-mile (34:1 Slope)
Object
Number Description
Penetration (ft)
+ Penetrate
- Clear Proposed Action
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
1783 TREE 12.4 REMOVE
1784 TREE 6.2 TRIM
1785 TREE -4.3 TRIM
1786 TREE -5.7 TRIM
1787 TREE 1.4 TRIM
1788 TREE 19.1 REMOVE
1789 TREE 20.7 REMOVE
1790 TREE 27.5 REMOVE
1791 TREE 19.3 REMOVE
1792 TREE 49.9 REMOVE
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
- Clear Proposed Action
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
- Clear Proposed Action
1816 TREE 4.2 TRIM
1820 TREE 13.1 REMOVE
1821 TREE 13.6 REMOVE
1822 TREE 18.2 REMOVE
1841 TREE 12.9 REMOVE
1842 TREE 14.4 REMOVE
1843 TREE 14.3 REMOVE
1845 TREE 10.1 REMOVE
1864 TREE 19.1 REMOVE
1865 TREE 18.3 REMOVE
1866 TREE 15.5 REMOVE
1867 TREE 15.8 REMOVE
1876 TREE 3.9 TRIM
1902 TREE 7.7 TRIM
1904 TREE 12.9 REMOVE
1905 TREE 10.2 REMOVE
1907 TREE 11.4 REMOVE
1908 TREE 14.7 REMOVE
1909 TREE 18.7 REMOVE
1910 TREE 29.4 REMOVE
1942 TREE 20.2 REMOVE
1945 TREE 14 REMOVE
1989 TREE 16.1 REMOVE
2014 TREE 20.1 REMOVE
2019 TREE 12.7 REMOVE
2024 TREE 5.2 TRIM
2025 TREE 9.3 TRIM
2026 TREE 1.3 TRIM
2030 TREE 23.3 REMOVE
2031 TREE 18.5 REMOVE
2033 TREE 6.5 TRIM
2048 TREE 14 REMOVE
2049 TREE 16.6 REMOVE
2051 TREE 18.8 REMOVE
2052 TREE 19.3 REMOVE
2054 TREE 21.6 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
Obstruction Data Table - Existing Part 77 Surface
Precision Instrument Approach (50:1 Slope)
Object
Number Description
Penetration (ft)
+ Penetrate
- Clear
Proposed
Action
2101 TREE 6.2 TRIM
2103 TREE 24.9 REMOVE
2104 TREE 28.1 REMOVE
2105 TREE 33.1 REMOVE
2106 TREE 38.2 REMOVE
2107 TREE 27.2 REMOVE
2108 TREE 29.2 REMOVE
2111 TREE 3.5 TRIM
2112 TREE 3.7 TRIM
2114 TREE 9.7 TRIM
2119 TREE 11.6 REMOVE
2120 TREE 8.2 TRIM
2121 TREE 13 REMOVE
2128 TREE 5.1 TRIM
2129 TREE 3.6 TRIM
2130 TREE 8.4 TRIM
2131 TREE 13.8 REMOVE
2132 TREE 4.9 TRIM
2133 TREE 8.3 TRIM
2134 TREE 11.3 REMOVE
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
2225 POWER LINE 18.8 BURY
2226 POWER LINE -4.7 BURY
2227 POWER LINE -3.3 BURY
2228 POWER LINE 8.6 BURY
2229 POWER LINE 30.3 BURY
3009 PWR. TRANS. POLE 12.8 BURY
Obstruction Data Table - Existing Part 77 Surface
Precision Instrument Approach (50:1 Slope)
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
1798 TREE 24.8 REMOVE
1816 TREE 44.1 REMOVE
1820 TREE 53.1 REMOVE
1821 TREE 53.5 REMOVE
1822 TREE 58.1 REMOVE
1841 TREE 52.9 REMOVE
1842 TREE 54.4 REMOVE
1843 TREE 54.3 REMOVE
1845 TREE 50.1 REMOVE
1864 TREE 59.1 REMOVE
1865 TREE 58.3 REMOVE
1866 TREE 55.5 REMOVE
1867 TREE 55.8 REMOVE
1876 TREE 43.9 REMOVE
1902 TREE 47.7 REMOVE
1904 TREE 52.9 REMOVE
1905 TREE 50.2 REMOVE
1907 TREE 51.3 REMOVE
1908 TREE 54.7 REMOVE
1909 TREE 58.7 REMOVE
1910 TREE 69.4 REMOVE
1942 TREE 60.2 REMOVE
1945 TREE 54.0 REMOVE
1989 TREE 56.1 REMOVE
2014 TREE 60.1 REMOVE
2019 TREE 52.7 REMOVE
2024 TREE 45.2 REMOVE
2025 TREE 49.3 REMOVE
2026 TREE 41.3 REMOVE
2030 TREE 63.3 REMOVE
2031 TREE 58.5 REMOVE
2033 TREE 46.5 REMOVE
2048 TREE 54.0 REMOVE
2049 TREE 56.5 REMOVE
2051 TREE 58.8 REMOVE
2052 TREE 59.2 REMOVE
2054 TREE 61.6 REMOVE
2061 TREE 58.0 REMOVE
2076 TREE 43.1 REMOVE
2080 TREE 39.5 REMOVE
2084 TREE 40.3 REMOVE
2085 TREE 47.6 REMOVE
2101 TREE 46.2 REMOVE
2103 TREE 64.9 REMOVE
2107 TREE 67.2 REMOVE
2108 TREE 69.2 REMOVE
2111 TREE 43.5 REMOVE
2112 TREE 43.7 REMOVE
2114 TREE 49.6 REMOVE
2119 TREE 51.6 REMOVE
Number Description
Obstruction Data Table - Ultimate Part 77 Surface
Precision Instrument Approach (50:1 Slope)
Object
Penetration (ft)
+ Penetrate
- Clear
Proposed
Action
2120 TREE 48.2 REMOVE
2121 TREE 53.0 REMOVE
2128 TREE 45.1 REMOVE
2129 TREE 43.5 REMOVE
2130 TREE 48.3 REMOVE
2131 TREE 53.7 REMOVE
2132 TREE 44.9 REMOVE
2133 TREE 48.3 REMOVE
2134 TREE 51.3 REMOVE
2171 TREE 46.4 REMOVE
2172 TREE 48.0 REMOVE
2173 TREE 49.1 REMOVE
2180 TREE 42.1 REMOVE
2183 TREE 47.4 REMOVE
2187 TREE 47.2 REMOVE
2192 TREE 44.2 REMOVE
2193 TREE 46.3 REMOVE
2194 TREE 45.4 REMOVE
2195 TREE 45.2 REMOVE
2196 TREE 47.5 REMOVE
2197 TREE 45.3 REMOVE
2221 TREE 47.4 REMOVE
2223 POLE 8.1 REMOVE
2224 PWR. TRANS. POLE 38.0 BURY
2225 POWER LINE 58.8 BURY
2226 POWER LINE 35.2 BURY
2227 POWER LINE 36.6 BURY
2228 POWER LINE 48.6 BURY
2229 POWER LINE 70.3 BURY
3002 POLE 0.8 REMOVE
3003 POLE 5.6 REMOVE
3004 PWR. TRANS. POLE 2.7 BURY
3005 PWR. TRANS. POLE 7.4 BURY
3006 POLE 18.2 REMOVE
3007 POLE 12.1 REMOVE
3008 PWR. TRANS. POLE 14.9 BURY
3009 PWR. TRANS. POLE 52.7 BURY
3010 POLE 17.2 REMOVE
3011 POLE 17.0 REMOVE
3012 POLE 16.2 REMOVE
3013 POLE 15.4 REMOVE
3014 POLE 15.4 REMOVE
3015 POLE 21.6 REMOVE
3016 PWR. TRANS. POLE 14.5 BURY
3017 POLE 19.6 REMOVE
3019 POLE 12.7 REMOVE
3021 POLE 12.9 REMOVE
3022 POLE 11.2 REMOVE
3023 POLE 15.7 REMOVE
Number Description
Obstruction Data Table - Ultimate Part 77 Surface
Precision Instrument Approach (50:1 Slope)
Object
Penetration (ft)
+ Penetrate
- Clear
Proposed
Action
1816 TREE 21.7 REMOVE
1820 TREE 31.8 REMOVE
1821 TREE 32.2 REMOVE
1822 TREE 37.0 REMOVE
1841 TREE 31.2 REMOVE
1842 TREE 32.8 REMOVE
1843 TREE 32.7 REMOVE
1845 TREE 28.1 REMOVE
1864 TREE 38.1 REMOVE
1865 TREE 37.1 REMOVE
1866 TREE 34.6 REMOVE
1867 TREE 35.2 REMOVE
1876 TREE 21.8 REMOVE
1902 TREE 26.2 REMOVE
1904 TREE 32.1 REMOVE
1905 TREE 29.6 REMOVE
1907 TREE 31.1 REMOVE
1908 TREE 35.6 REMOVE
1909 TREE 38.8 REMOVE
1910 TREE 49.7 REMOVE
1942 TREE 40.1 REMOVE
1945 TREE 34.6 REMOVE
1989 TREE 36.3 REMOVE
2014 TREE 41.3 REMOVE
2019 TREE 36.2 REMOVE
2024 TREE 29.2 REMOVE
2025 TREE 33.1 REMOVE
2026 TREE 24.3 REMOVE
2030 TREE 46.8 REMOVE
2031 TREE 41.8 REMOVE
2033 TREE 29.6 REMOVE
2048 TREE 35.4 REMOVE
2049 TREE 38.1 REMOVE
2051 TREE 40.7 REMOVE
2052 TREE 41.0 REMOVE
2054 TREE 43.6 REMOVE
2061 TREE 40.6 REMOVE
Penetration (ft)
+ Penetrate
- Clear
Proposed
ActionNumber Description
Obstruction Data Table - Ultimate Threshold Siting
Surface
Precision Approach - Line 7, Table A2-1, AC 150/5300-13
(34:1 Slope)
Object
2076 TREE 28.0 REMOVE
2080 TREE 24.4 REMOVE
2084 TREE 24.9 REMOVE
2085 TREE 32.0 REMOVE
2101 TREE 30.2 REMOVE
2103 TREE 47.1 REMOVE
2108 TREE 50.3 REMOVE
2111 TREE 35.5 REMOVE
2112 TREE 35.8 REMOVE
2114 TREE 41.3 REMOVE
2119 TREE 43.3 REMOVE
2120 TREE 40.0 REMOVE
2121 TREE 44.9 REMOVE
2128 TREE 36.3 REMOVE
2129 TREE 34.6 REMOVE
2130 TREE 39.6 REMOVE
2131 TREE 45.1 REMOVE
2132 TREE 36.7 REMOVE
2133 TREE 40.0 REMOVE
2134 TREE 42.8 REMOVE
2171 TREE 37.0 REMOVE
2172 TREE 38.6 REMOVE
2173 TREE 39.8 REMOVE
2180 TREE 32.2 REMOVE
2183 TREE 37.5 REMOVE
2187 TREE 37.1 REMOVE
2192 TREE 34.2 REMOVE
2193 TREE 36.5 REMOVE
2194 TREE 35.7 REMOVE
2195 TREE 35.5 REMOVE
2196 TREE 37.9 REMOVE
2197 TREE 35.6 REMOVE
2221 TREE 38.2 REMOVE
2225 POWER LINE 23.2 BURY
2228 POWER LINE 11.3 BURY
3009 PWR. TRANS. POLE 31.0 BURY
Penetration (ft)
+ Penetrate
- Clear
Proposed
ActionNumber Description
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
3024 POWER TRANSMISSION POLE 89.38 BURY
3025 POWER TRANSMISSION POLE 71.90 BURY
3026 POWER TRANSMISSION POLE 65.85 BURY
3027 POWER TRANSMISSION POLE 72.69 BURY
3028 POWER TRANSMISSION POLE 85.06 BURY
Number Description
Penetration (ft)
+ Penetrate
- Clear Proposed Action
Obstruction Data Table - Ultimate Part 77 Surface
Visibility minimums greater than 3/4-mile (34:1 Slope)
Object
2258 POWER TRANSMISSION POLE 42.50 BURY
3024 POWER TRANSMISSION POLE 75.43 BURY
3025 POWER TRANSMISSION POLE 51.14 BURY
3026 POWER TRANSMISSION POLE 39.43 BURY
3027 POWER TRANSMISSION POLE 46.66 BURY
3028 POWER TRANSMISSION POLE 73.31 BURY
Number Description
Penetration (ft)
+ Penetrate
- Clear Proposed Action
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
Object Obstruction Data
Number Description Distance To End Offset Penetration (ft) Proposed Action
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
2226 POWER LINE 6661.3 771.5 17.9 Existing One-Engine Inoperative Obstacle Identification Surface BURY
2227 POWER LINE 6507.4 457.4 18.7 Existing One-Engine Inoperative Obstacle Identification Surface BURY
2228 POWER LINE 6164.5 237.4 29.3 Existing One-Engine Inoperative Obstacle Identification Surface BURY
2229 POWER LINE 5798.1 977.9 49.5 Existing One-Engine Inoperative Obstacle Identification Surface BURY
2253 PWR. TRANS. POLE 5620.9 1337.8 59.9 Existing One-Engine Inoperative Obstacle Identification Surface BURY
3000 PWR. TRANS. POLE 4650.4 1079.7 5.4 Existing One-Engine Inoperative Obstacle Identification Surface BURY
3009 PWR. TRANS. POLE 4502.3 167.7 26.8 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
2226 POWER LINE 6661.3 2113.1 49.9 Ultimate One-Engine Inoperative Obstacle Identification Surface BURY
2227 POWER LINE 6507.4 0.0 50.7 Ultimate One-Engine Inoperative Obstacle Identification Surface BURY
2228 POWER LINE 6164.5 0.0 61.2 Ultimate One-Engine Inoperative Obstacle Identification Surface BURY
2229 POWER LINE 5798.1 0.0 81.5 Ultimate One-Engine Inoperative Obstacle Identification Surface BURY
2253 PWR. TRANS. POLE 5620.9 0.0 91.9 Ultimate One-Engine Inoperative Obstacle Identification Surface BURY
2254 ANTENNA 9467.8 0.0 31.8 Ultimate One-Engine Inoperative Obstacle Identification Surface RELOCATE
3000 PWR. TRANS. POLE 4650.4 0.0 37.3 Ultimate One-Engine Inoperative Obstacle Identification Surface BURY
3001 PWR. TRANS. POLE 4950.4 0.0 17.5 Ultimate One-Engine Inoperative Obstacle Identification Surface BURY
3002 POLE 5047.8 807.0 9.0 Ultimate One-Engine Inoperative Obstacle Identification Surface RELOCATE
3003 POLE 5309.8 389.5 14.8 Ultimate One-Engine Inoperative Obstacle Identification Surface RELOCATE
3004 PWR. TRANS. POLE 4851.7 143.2 10.1 Ultimate One-Engine Inoperative Obstacle Identification Surface BURY
3005 PWR. TRANS. POLE 4765.5 604.5 14.5 Ultimate One-Engine Inoperative Obstacle Identification Surface BURY
3006 POLE 4729.8 771.5 25.1 Ultimate One-Engine Inoperative Obstacle Identification Surface RELOCATE
3007 POLE 4983.7 457.4 20.0 Ultimate One-Engine Inoperative Obstacle Identification Surface RELOCATE
3008 PWR. TRANS. POLE 4541.0 237.4 21.1 Ultimate One-Engine Inoperative Obstacle Identification Surface BURY
3009 PWR. TRANS. POLE 4502.3 977.9 58.7 Ultimate One-Engine Inoperative Obstacle Identification Surface BURY
3010 POLE 4726.2 1337.8 24.1 Ultimate One-Engine Inoperative Obstacle Identification Surface RELOCATE
3011 POLE 4738.8 1946.8 23.9 Ultimate One-Engine Inoperative Obstacle Identification Surface RELOCATE
3012 POLE 4830.0 95.3 23.5 Ultimate One-Engine Inoperative Obstacle Identification Surface RELOCATE
3013 POLE 4870.0 1079.7 22.8 Ultimate One-Engine Inoperative Obstacle Identification Surface RELOCATE
3015 POLE 4558.6 966.4 27.8 Ultimate One-Engine Inoperative Obstacle Identification Surface RELOCATE
3018 POLE 5091.2 746.5 8.3 Ultimate One-Engine Inoperative Obstacle Identification Surface RELOCATE
3019 POLE 4954.0 526.7 20.5 Ultimate One-Engine Inoperative Obstacle Identification Surface RELOCATE
3020 POLE 5588.6 549.2 10.3 Ultimate One-Engine Inoperative Obstacle Identification Surface RELOCATE
3021 POLE 4993.9 345.1 20.8 Ultimate One-Engine Inoperative Obstacle Identification Surface RELOCATE
3022 POLE 5027.5 9.1 19.3 Ultimate One-Engine Inoperative Obstacle Identification Surface RELOCATE
Runway 25 Departure Surface Obstruction Data Table
Object Obstruction Data
Number Description Distance To End Offset Penetration (ft) Proposed Action
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
* City of Newport News Deed Book/Page 1154/876
York County Deed Book/Page 492/289
* City of Newport News Deed Book/Page 1154/881
York County Deed Book/Page 492/292
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
9 --- U.S.A. F.A. ACT 1946 0.305 5/1947 - 121 / 522 --- Access Easement No
10 --- U.S.A. F.A. ACT 1946 0.305 5/1947 - 121 / 522 --- Access Easement No
11 --- U.S.A. F.A. ACT 1946 0.033 5/1947 - 121 / 522 --- Access Easement No
12 --- U.S.A. F.A. ACT 1946 0.39 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
19 2-A U.S.A. Fed. Prop. ACT 1949 3.017 11/1994 - 153 / 242 --- Fee No
20 2-B U.S.A. Fed. Prop. ACT 1949 3.483 11/1994 - 153 / 242 --- Fee No
21 7-A U.S.A. Fed. Prop. ACT 1949 1.633 11/1994 - 153 / 242 --- Fee No
22 7-B U.S.A. Fed. Prop. ACT 1949 6.67 11/1994 - 153 / 242 --- Fee No
23 6-A U.S.A. Fed. Prop. ACT 1949 51.928 11/1994 - 153 / 242 --- Fee No
24 6-B U.S.A. Fed. Prop. ACT 1949 14.545 11/1994 - 153 / 242 --- Fee No
25 6-C U.S.A. Fed. Prop. ACT 1949 0.002 11/1994 - 153 / 242 --- Fee No
26 4-A U.S.A. Fed. Prop. ACT 1949 74.375 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 49 C.H. Erickson 0.35 7/1966 - 197 / 101 A.D.A.P. 6-51-0035-07-76 Fee No
Lot 50 C.H. Erickson 0.40 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
Industrial Development Authority of the City
of Newport News 0.98
10/20/2004
1964 / 1448 Protective Covenants No
100 * Parcel B-9
Industrial Development Authority of the City
of Newport News 5.49
3/21/2005
2005 / 630 Protective Covenants No
101 * Parcel B-6A
Industrial Development Authority of the City
of Newport News 5.00
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
Instrument No. 090018118 15' Waterline Easement No
5K * Virginia Elec. & Power Co.
8/30/2010
Instrument No. 100013052 Right of Way No
5L * City of Newport News
12/8/2010
Instrument No. 100018818 10' Waterline Easement No
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
106 101000202 City of Newport News 11.24 Ultimate Runway 7L Vacant
107 100000221 City of Newport News 1.93 Ultimate Runway 7L Vacant
108 100000220 City of Newport News 5.09 Ultimate Runway 7L N/A
109 101000203 City of Newport News 7.02 Ultimate Runway 7L Vacant
110 111000101 Bland Blvd LLC 5.02 Ultimate Runway 7L N/A
Proposed Acquistion Table
Owner Acreage Current Use
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