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07-09-18 Drainage and Flooding Committee Meeting
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07-09-18 Drainage and Flooding Committee Meeting
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4/7/2025 3:01:16 PM
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City Meetings
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Drainage and Flooding Committee
Meeting Doc Type
Agenda Packet
Date
7/9/2018
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IML <br />Similarly, the southeast end of the runway (30) is also displaced from the end of the <br />pavement by 402 feet. Survey also confirms the published displacement. This <br />threshold also has same blacking out of old markings. <br />The markings on Runway 12/30 are standard runway markings for a non -precision <br />runway, with threshold bars and arrowheads for a standard displaced threshold. <br />However, the previous marking standards allowed for the threshold markings to be <br />dimensioned similarly with or without a threshold bar at either 10 or 20 feet of gap. <br />This is no longer the standard and a 20-foot gap must always be used. The <br />thresholds for Runway 12/30 (both ends) each use a 10-foot gap, and therefore <br />proper separation between the threshold bar and the threshold markings is no longer <br />maintained. The connecting taxiways each have holdlines, generally offset from the <br />runway centerline at 125 feet. The holdlines are co -located with the mandatory <br />runway hold signs. This offset distance does not meet the current standard, but with <br />the non-standard parallel taxiway offset, the holdline would encroach into the parallel <br />taxiway. <br />Taxiway "A" <br />Taxiway A has an asphalt surface that is in varying condition. The taxiway has an <br />outboard runup pad beyond the displaced 30 end. The runup pad is separated from <br />the taxiway by a concrete valley. The runup pad is also asphalt and has asphalt <br />(black) staining near the concrete valley at the northwest end. <br />The taxiway condition <br />is fair to poor west of <br />Runway 5/23, where <br />the taxiway is losing <br />profile and has areas of <br />sinking and sloughing <br />of the edges. This is <br />creating significant <br />block cracking and <br />displacement of the <br />pavement surface. The <br />pavement is in good <br />condition to the east of <br />Runway 5/23. <br />FIGURE 3 - TAXIWAY A LOOKING SOUTHEAST West of Runway 5/23, <br />the tabulation of <br />cracking was not made due to the overwhelming amount of cracking observed. To <br />the east of Runway 5/23, a total of approximately 3,500 feet of block cracking and <br />2,610 square feet of alligator -type cracking was identified. <br />The pipeline corridor crosses the taxiway east of its crossing with Taxiway B. There <br />is no evidence of utility patches or deterioration at or near the pipeline crossing. <br />Page 110 <br />
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