Agenda - Council - 10/22/2002 - Laserfiche WebLink

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Table VI-A Trip Generation Villas of Meadow Point Daily .T. rips AM Peak'Hour Tri'ps PM Peak Hour Trips Land Use No. of Trip Gen. No, of Trip Gen. No. of Trip Gen. No; of Units Rate Trips Rate Trips Rate Trips 1.' Si,ngle Far~ily 4 9.57 trips 38 0.75 trips 3 1.01 trips 4 Residences per unit 50% in-(19) , per unit 25% in-(l)., per unit ~4% in-(3) .. 50% out-(19) 75% out-(2) 36% out-(l) 2. Townhomes / 196 5.86 trips 1148 0.44 trip's86 0.54 trips 106 Condominiums per unit 50% in-(574) per unit, 17% in-(,15) per unit 67% in-(71) 50% outT(574) 83% out-(71) 33% out-(35) DEVELOPMENT TOTAL 200 1186 F' . 89 110 Units ,~93 In I' 16 In 74 In 593 Out 73 Out 36 Out B. Trip Distribution The anticipated distribution of trips generated by the "Villas of MeadoTM Point" on the area's arterial - collector-street system is graphically shown on attached Exhibit G. The routing of trips to and from the "Villas" development is based upon the quickest and most logical travel path. In general, approximately 60% of the development- generated trips are destined to/from the south via CSAH #57 (Sunfish Lake Blvd), CSAH #5 (Nowthen Blvd.) and TH #47 (St. Francis Blvd.). About 15% of the trips are destined to/from the north via those same three (3) County Highways while another 14% are expected to use Alpine Drive NW (153rd Avenue) to the west of CSAH #57. Attached Exhibit H graphically and numerically displays the number and routing of trips exiting or leaving'the "Villas of Meadow Point" on a daily basis as well as during the AM and PM peak traffic hours. Likewise, attached Exhibit I shows the number and routing of trips accessing the subdivision on a daily basis, during the AM peak traffic hour and during the PM peak traffic hour. I I I I I Co G:\MunicipahARAMSEYk3166\ra3166sjmmlysis l.doc Projected Year 2005 Volumes/Turning Movement Counts with Development The "Projected Year '2005 AM and PM Peak Hour Background (without development) Turning Movement Counts" at both intersections, as found in Table III and graphically depicted in Appendix C of the May 14th report, remain unchanged. However, the added traffic volumes at both intersections (at TH #47/Alpine Drive and at CSAH #5/Alpine Drive) due to the proposed development of the "Villas of Meadow Point" are graphically and numerically depicted on the attached revised Appendix D-1 and D-2 Exhibits. Revised Appendix D-1 displays the projected approach volumes and turning movement counts for the TH #47 - Alpine Drive NW Hakans°n Anderson Page 2 A550 c %111~o~_..