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

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has been established by the FAA to<br />

provide an area clear <strong>of</strong> obstructions<br />

and incompatible land uses, in order to<br />

enhance the protection <strong>of</strong> approaching<br />

aircraft, as well as people and property<br />

on the ground. <strong>The</strong> dimensions <strong>of</strong> the<br />

RPZ vary according to the visibility<br />

minimums serving the runway and the<br />

type <strong>of</strong> aircraft operating on the<br />

runway.<br />

<strong>The</strong> Threshold Siting Surface (TSS) is<br />

an area closely mirroring the RPZ, but<br />

extending out and up from the primary<br />

runway surface. <strong>The</strong> TSS is primarily<br />

designed to identify obstructions.<br />

Obstructions to the TSS surface need to<br />

be addressed as soon as possible to<br />

ensure the safety <strong>of</strong> pilots, aircraft and<br />

people and objects on the ground. <strong>The</strong><br />

current TSS slope for Runway 17-35 is<br />

20:1. Should the visibility minimum for<br />

Runway 17 be lowered to one-half mile,<br />

then the TSS slope will be 34:1, while<br />

Runway 35 will remain at 20:1.<br />

3-12<br />

<strong>The</strong> lowest existing visibility minimum<br />

for approach to Runway 17 is threequarters<br />

mile using the ILS. <strong>The</strong><br />

lowest existing visibility minimum for<br />

Runway 35 is one mile. Ultimate<br />

planning will consider lowering the<br />

minimums to one-half mile for Runway<br />

17 and three-quarters mile for Runway<br />

35. A detailed explanation <strong>of</strong> these<br />

visibility minimums is presented later<br />

in this chapter.<br />

It should be noted that the RPZ for ARC<br />

C/D-II aircraft is significantly larger<br />

than the current RPZ for ARC B-II, and<br />

would extend into areas outside the<br />

existing <strong>airport</strong> property line. Future<br />

plans should consider acquiring any<br />

property not contained inside the<br />

existing or planned RPZs. <strong>The</strong><br />

dimensions for the current and planned<br />

runway protection zones are presented<br />

in Table 3F.<br />

TABLE 3F<br />

Runway Protection<br />

Zones<br />

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

Existing Ultimate<br />

Runway<br />

Approach Visibility<br />

17 35 17 35<br />

Minimums 3/4 mile (ILS) 1 mile (LOC BC) ½ mile (ILS, GPS) 3/4 mile (GPS)<br />

Inner Width (ft.) 1,000 500 1,000 1,000<br />

Outer Width (ft.) 1,510 1,010 1,750 1,510<br />

Length (ft.) 1,700 1,700 2,500 1,700<br />

Source: FAA AC 150/5300-13, Airport Design, Change 8<br />

AIRFIELD CAPACITY<br />

A demand/capacity analysis measures<br />

the capacity <strong>of</strong> the airfield facilities (i.e.,<br />

runways and taxiways) in order to<br />

identify and plan for additional<br />

development needs. <strong>Mesquite</strong> Metro<br />

Airport’s single-runway system can<br />

provide up to 230,000 annual operations<br />

under ideal conditions. Since it is<br />

known that there are times when<br />

weather can close the runway (usually<br />

due to precipitation or wind), a more

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