12/10/2025 PZ Combined Packet - Laserfiche WebLink

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Ms. Katie Larsen 12/03/2025 Page 9 The traffic study has been reviewed and a full study with comments will be provided. Main comments include: o Figure 1 shows incorrect site plan o In Figures 4, 7, and 8: Trips are missing from the Watermark Way access. Review Watermark Traffic Study and include all trips from the 2025 Build th scenario at the Watermark Way and 20 Avenue intersection. Revise analysis based on updated trips. o Add trips for the Peltier ghost plat to 2040 Build scenario th o Include existing (actual or estimated) and future projected ADT for 20Ave, Watermark Way (west and east leg), Rehbein Street (west and east leg), and Peltier Lake Drive. o Adjust access trip distribution, 75%-85% of trips are likely to use Watermark access based on site layout. o Trip calculations do not match ITE rates o Advancing and opposing volumes for right/left-turn lane analysis used incorrect volumes (and a future 2040 analysis should be completed) o 2026 and 2040 No-Build analysis is missing, this should be included to compare with the Build analysis. o Revise analysis based on updated AM/PM peak hour volumes o Revise recommendation section if improvements are needed Hill (11/10/2025) Traffic study comments were addressed with the 8/20/25 updated traffic report. The traffic report is being updated to the current unit count and will analyze a standard turn lane intersection and a roundabout intersection with CR 54. The report will be provided on or before 11/10/25. WSB (12/3/2025) The study was revised to incorporate previous comments. New comments include: o How was the existing ADT (310) on Watermark Way calculated? The 2026 No- Build shows almost 400 trips just from the AM and PM peak hours o Figure 3 is missing (duplicate Figure 4s are shown) th o Provide analysis tables for a roundabout (2026 and 2040) at 20 Ave & Watermark Way. Confirm the roundabout improvement meets the City LOS requirements, as the turn lanes and TWSC does not meet the LOS requirements. Temporary turnarounds are needed at the ends of Streets B and H o Temporary turnarounds should include Type 3 barricades with future thru street signs Trails and sidewalks Trails are proposed extending from Peltier Lake in the southwest corner to the northeast corner of the development near the multifamily units as well as generally along the existing trunk storm sewer line from CSAH 54 to the center of the development. Sidewalks are shown along one side of almost all of the public streets on the preliminary th Avenue plat, except for Street A, which has sidewalks on both sides from CSAH 54/20 west to Street B. With future review of the additional requested traffic information, sidewalk may be required on both sides of a larger portion of Street A. The abandoned segment of Peltier Lake Drive along the lake will need to be converted to a City Trail. A City trail will need to be installed along the west side of CSAH 54 from Rehbein Street to Watermark Way. Additional trail and sidewalk segments may need to be included throughout the site at the direction of the City Planner. Peltier Ponds Development - Engineering Review