airport/documents/Mesquite Master Plan Final.pdf - The City of ...
airport/documents/Mesquite Master Plan Final.pdf - The City of ...
airport/documents/Mesquite Master Plan Final.pdf - The City of ...
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AIRFIELD ALTERNATIVE 1<br />
Alternative 1, depicted on Exhibit 4C,<br />
considers the recommended<br />
development concept <strong>of</strong> the previous<br />
master plan. As depicted, this<br />
alternative proposed the extension <strong>of</strong><br />
Runway 17-35 1,370 feet to the south,<br />
achieving a pavement length <strong>of</strong> 7,370<br />
feet. This extension, in conjunction<br />
with a three-quarter-mile visibility<br />
minimum for Runway 35, is the<br />
maximum length available when<br />
considering meeting all safety area<br />
standards, as the RSA and OFA would<br />
remain on existing <strong>airport</strong> property and<br />
the southern RPZ is capable <strong>of</strong> being<br />
free <strong>of</strong> incompatible land uses.<br />
As discussed, the previous RSA<br />
standard required 1,000 feet prior to the<br />
runway and beyond the far end <strong>of</strong> the<br />
runway for critical aircraft in ARC C/D-<br />
II. In order to accommodate this<br />
standard, the north end <strong>of</strong> the runway<br />
was recommended to be displaced by<br />
370 feet. Displacing a threshold for<br />
limited RSA requires the application <strong>of</strong><br />
declared distances. Declared distances<br />
are the effective runway distances that<br />
the <strong>airport</strong> operator declares available<br />
for take-<strong>of</strong>f run, take-<strong>of</strong>f distance,<br />
accelerate-stop distance, and landing<br />
distance requirements. <strong>The</strong>se are<br />
defined by the FAA as:<br />
Take-<strong>of</strong>f run available (TORA) - <strong>The</strong><br />
length <strong>of</strong> the runway declared available<br />
and suitable to accelerate from brake<br />
release to lift-<strong>of</strong>f, plus safety factors.<br />
Take-<strong>of</strong>f distance available (TODA)<br />
- <strong>The</strong> TORA plus the length <strong>of</strong> any<br />
4-11<br />
remaining runway or clearway beyond<br />
the far end <strong>of</strong> the TORA available to<br />
accelerate from brake release past lift<strong>of</strong>f<br />
to start <strong>of</strong> take-<strong>of</strong>f climb, plus safety<br />
factors.<br />
Accelerate-stop distance available<br />
(ASDA) - <strong>The</strong> length <strong>of</strong> the runway plus<br />
stopway declared available and suitable<br />
to accelerate from brake release to take<strong>of</strong>f<br />
decision speed, and then decelerate<br />
to a stop, plus safety factors.<br />
Landing distance available (LDA) -<br />
<strong>The</strong> distance from threshold to complete<br />
the approach, touchdown, and<br />
decelerate to a stop, plus safety factors.<br />
<strong>The</strong> ASDA and LDA are the overriding<br />
considerations in determining the<br />
runway length available for use by<br />
aircraft because safety areas must be<br />
considered. <strong>The</strong> ASDA and LDA can be<br />
figured as the useable portions <strong>of</strong> the<br />
runway minus the area required to<br />
maintain adequate RSA and OFA<br />
beyond the end <strong>of</strong> the runway.<br />
With the predominant wind direction<br />
being from the south, a 1,370-foot<br />
extension was necessary, as<br />
recommended in the previous plan, to<br />
provide at least 7,000 feet <strong>of</strong> operational<br />
length for landings and take-<strong>of</strong>fs in both<br />
directions. <strong>The</strong> new FAA standard calls<br />
for only 600 feet for RSA prior to<br />
landing. As a result, there is no longer<br />
a need to displace the north end<br />
threshold for landing operations to<br />
Runway 17. In this alternative, the<br />
operational length available for<br />
ASDA/LDA calculations utilizing<br />
Runway 17 would be 7,370 feet.