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airport/documents/Mesquite Master Plan Final.pdf - The City of ...

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the TSS for Runway 17, except the<br />

obstruction-free slope is 20:1. Future<br />

approach visibility minimums consider<br />

three-quarters-mile for Runway 35.<br />

<strong>The</strong> dimensions <strong>of</strong> the TSS slope for<br />

these approaches remain the same.<br />

Exhibits 4F and 4G present an<br />

analysis <strong>of</strong> the TSS associated with<br />

existing and alternative approach<br />

procedures for Runways 17 and 35,<br />

respectively. <strong>The</strong> top portions <strong>of</strong> the<br />

exhibits display the plan, or “overhead”<br />

view <strong>of</strong> each TSS. <strong>The</strong> bottom half <strong>of</strong><br />

each exhibit depicts the pr<strong>of</strong>ile view <strong>of</strong><br />

the TSS conditions.<br />

Exhibit 4F presents the airspace<br />

obstruction evaluation for Runway 17<br />

considering existing and alternative<br />

conditions. <strong>The</strong>re are no identified<br />

obstructions to the 34:1 TSS slope<br />

under both the existing and planned<br />

approaches for Runway 17. It should be<br />

noted that F.A.R. Part 77 requires that<br />

additional elevation be added to roads<br />

and railroads in order to provide<br />

clearance over vehicles and trains.<br />

Railroads require an additional 23 feet<br />

and roads such as Scyene Road require<br />

an additional 15 feet. <strong>The</strong> TSS clears<br />

these potential obstructions.<br />

Exhibit 4G presents airspace<br />

obstruction analysis for the Runway 35<br />

end. <strong>The</strong> existing TSS slope, as well as<br />

the TSS slope associated with a 1,000foot<br />

and 1,370-foot extension, are<br />

presented. <strong>The</strong>re are no existing TSS<br />

penetrations to the existing TSS slope.<br />

<strong>The</strong> only TSS penetration identified for<br />

the future condition is a single tree that<br />

penetrates by one foot associated with<br />

4-18<br />

the 1,370-foot runway extension<br />

scenario.<br />

Building Obstructions<br />

F.A.R. Part 77, Objects Affecting<br />

Navigable Airspace, was developed to<br />

protect the airspace and approaches to<br />

runways from hazards which would<br />

affect the safe and efficient operation <strong>of</strong><br />

the <strong>airport</strong>.<br />

<strong>The</strong> previous master plan recommended<br />

that a number <strong>of</strong> T-hangars be removed.<br />

<strong>The</strong>se hangars penetrate the 500-foot<br />

primary surface, as defined in F.A.R.<br />

Part 77. <strong>The</strong>se hangars were also in<br />

poor condition, with dirt floors, leaky<br />

ro<strong>of</strong>s, and deteriorating paint. Since<br />

then, the hangars have been<br />

rehabilitated. As a result, this plan will<br />

not consider the removal <strong>of</strong> the Thangars.<br />

Instead, these hangars should<br />

remain a revenue-generating source for<br />

the <strong>airport</strong>.<br />

Ultimately, it is the FAA and their<br />

evaluation <strong>of</strong> the airspace surrounding<br />

<strong>Mesquite</strong> Metro Airport that will<br />

determine if any buildings will be<br />

obstructions to the ultimate <strong>airport</strong><br />

design. This plan will proceed under<br />

the assumption that none <strong>of</strong> the<br />

buildings will need to be removed or<br />

relocated in order to achieve<br />

improvements to the approaches.<br />

<strong>The</strong> north end Department <strong>of</strong> Public<br />

Safety (DPS) hangar may be an<br />

obstruction to the departure surface as<br />

described in TERPS. This surface is<br />

1,000 feet wide, centered on the

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