Laserfiche WebLink
m Lake Hy-Vee C-Store Traffic Impact Study Review <br />Just 8, 2018 <br />ie 2 <br />d. Movement deficiencies (LOS F) are not reported. The appendbx info Includes the following <br />changes in LOS which need to be addressed since they appear attributable to the development, <br />i. Full 2025 Nursery <br />1. TH611C.RE <br />a: AM Peak <br />1. . NB Left goes from E to F <br />b, PM Peak <br />i. 53 Left.goes from .E to F <br />If, '% Intersection 2025 with Nursery <br />1. TH611CRE <br />a. AM Peak <br />I. EB Thru goes from E to F <br />Ii, WB Left goes from E. to: F <br />5, Traffic Forecasts <br />a. The 0:2°/a annual growth We does not correspond to a projection factor of 1.0 which Is 0,46/0 <br />annual growth. However, using the 0.2%6 annual growth does not impact the results, as it Is not <br />more than would actually be used In. rounding the. traffic volumes. <br />6. Trip.Distribution <br />a. Provide an :explanation as to how the percentages were determined. <br />b: it is difficult to determine how the exiting site traffic fits with these percentages,. <br />1, Trip.Genera#'ion <br />a. The report describes the use of the iTE Trip Generation Manual 91' and 193h editions, it appears <br />that the 101h edition is What is used. <br />b. The i 01h edition has the category used in the. report 945 -- GasolinelService Station wl <br />Convenience Market. It appears more appropriate to use 853 -- Convenience Market with <br />Gasoline Pumps. This category has significantly more data points. In. either case the -report used <br />fueling positions to determine the number of trips. if .SF is used for 846, the trips are significantly <br />greater than what the. report uses. Both measures are used in 853, the trips ara hfgner ono <br />relatively close together, but again higher than the report. <br />G:. It appears that the .'; f4S>' made -to -order dining area: should have trips. generated.ori its own, <br />since this could be a specific destination. <br />d, Shopping Center <br />I: .How was 30 ksf size arrived. at? <br />ii. AM rate does not appear realistic, particularly with a 7,15.— 8:15 AM Peak Hour. <br />Pass -Sy Trips <br />a. By definition, pass -by trips would be those frorn.traffsc on Hoffman Road. Traffic from TH 61 and <br />j OR E would bo diverted trips, but.essvntiaily with the same impact. However, it appears the. <br />Ij reported number of pass -by trips. have been totally deducted.from the site access: These <br />rerouted. trips still need to access the site. When. comparing Figures 3, 63 and 71 the site entering <br />i and exiting. traf o.. in the AM Peak.Hour is 52 and 50 respectively and the PM Peak Hour it 65 and <br />i 5.3 respectively: A figure should be:created showing the pass -by trips. <br />b.. It appears that the rate used for the Coffee/Donut Shop is high (84%), since the 1TE reported data <br />doesnot have any.inside seating.. The reported .percentage is also daily and not peak hour. We <br />assume that there is inside seating based on the proposed use of a dining area. Based on the <br />site having seating a lower pass -by rate appears.sppropriate. Suggest it is better based on <br />i category 934 -- Fast Food Restaurant with Drive -Through Window (60%). <br />9. Torn Lane Analysts <br />a.. The. report assumes that a right turn lane approaching Hoffman Road would need to be <br />accomplished in the existing street width. A lame could be constructed with additional right-of<way <br />with no impact to the existing 1hru lanes. <br />t� <br />s;1TJ19igcml klsainmcnll �56y3.ny-realge se-gerri rakefiyvoa-vBai i e, ao�,i <br />i <br />i <br />1 <br />