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Agenda - Parks and Recreation Commission - 05/11/2017
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Agenda - Parks and Recreation Commission - 05/11/2017
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3/25/2025 12:53:07 PM
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5/23/2017 9:54:41 AM
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Meetings
Meeting Document Type
Agenda
Meeting Type
Parks and Recreation Commission
Document Date
05/11/2017
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March 30, 2017 <br />Page 2 <br />Alpine Dr at TH 10 <br />3. Forecasted Traffic: <br />• Page 3 — in the Site Traffic Forecasting section, the traffic distribution indicates 78% to/from east <br />on Alpine Dr and Bunker Lake Blvd. Please provide the break down between the two roadways. <br />• Page 3/4 — in the Non -site Traffic Forecasting section: <br />o More detail on what was assumed in the previous studies should be provided. <br />o The text indicates that the previous studies were for a Business Park however, the <br />trip generation tables in the Appendix show Industrial Park uses. This should be <br />clarified. <br />o Was other approved or anticipated development in the area included with the <br />analysis? The EAW in Table 10 shows other projects in the City. The projects in the <br />area of the proposed development should be included as background traffic. <br />o The text indicates that a background traffic growth was applied. Provide a <br />discussion on how this was calculated and applied. <br />• Page E2 and E3 - Figure 2 and Figure 3 indicate 2018 volumes however all reference and <br />analysis is for 2040. This should be clarified. <br />4. Analysis <br />• Page 5 — the text indicates that the capacity and LOS analysis is included in the appendix. A <br />summary should be included in the body of the report for each analysis scenario. <br />• Page 5 - the capacity analysis did not show the results for the left and right turning traffic from <br />mainline (Alpine Dr and Puma St). This should be provided to show if delays and queues are an <br />issue turning into the site. <br />• Page 5 — the text indicates that "vehicle queuing of five cars or more is considered <br />unreasonable". How was this determined? <br />• Page 7 — in the Vehicle Mitigation section it was concluded that with the existing posted <br />speed limit of 40 mph no turn lanes would be required for capacity. However, safety at the <br />intersections should also be considered. Additional analysis of the sight lines should be <br />provided at each of the driveway accesses. <br />• Page 8 — in the Vehicle Mitigation section it indicates that future improvements at Armstrong Blvd <br />and Bunker Lake Blvd were not considered. Additional information should be provided. The <br />current study does not include this intersection in the analysis, although it is recommended to <br />include it. <br />\\gvfiles01\projects\01973-350\Admin\Dots\1973-350 - Memo -Capstone Homes EAW Review-033017.doca <br />
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