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HomeMy WebLinkAboutPARK SOUTH PUD, 3RD REPLAT - PRELIMINARY & FINAL - 46-88G - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY40. 00 co LO 0 CO cr) 0 LO 0 06 o cD Q 0 0 0 U rn o LL z w O J w Cr 0 z w a z w J 0 N rl- N W a J W 0 '7 W Q 0 0 N M CD 0 0 w z O d 0 z M w W z 0 z w z 0 a 0 a y z a H U rL LL Q H MEMORANDUM TO: Marc Middel, Middel Realty Inc. Dick Rutherford, Stewart & Associates Linda Ripley, V*F Ripley Fort Collins Planning Department Fort Collins Transportation Division Lucia Liley, March Myatt FROM: Matt Delich DATE: November 11, 1996 SUBJECT: Park South revised trip generation study (File: 9615MEM4) This memorandum provides an updated comparison of the trip generation for proposed land uses on a portion of the Park South PUD, located in the southwest quadrant of the Horsetooth/Manhattan intersection. The comparison that I provided in my March 12, 1996 memorandum used a previous proposal that dated to 1988, for which I performed a traffic study. I was unaware of a revised land use proposal and subsequent traffic study that was prepared by Leigh, Scott, & Cleary, Inc., in 1991. I have contacted that firm and have obtained trip generation information contained in their report for the 1991 plan for Park South PUD. The original 1991 plan indicates a convenience shopping center at 80,000 square feet on Parcel A. The 1991 plan as approved by the Planning & Zoning Board had 50,000 square feet on Parcel A. This memorandum reflects the trip generation using the approved 50,000 square feet of neighborhood convenience retail on Parcel A. Parcel B has two potential uses listed: 1) 24 duplex dwelling units, or 2) 30,000 square feet of general office uses. Table 1 shows the expected trip generation for Parcels A and B from the 1991 plan. There is a range in the trip generation, depending upon which land use is selected for Parcel B. Using the office use on Parcel B, the subject portion of the site is projected to generate 4470 daily trip ends, 167 morning peak hour trip ends, and 440 afternoon peak hour trip ends. Using the residential use on Parcel B, the subject portion of the site is projected to generate 4104 daily trip ends, 107 morning peak hour trip ends, and 383 afternoon peak hour trip ends. The current proposal (62 single family dwelling units on Parcels A and B) is projected to generate 590 daily trip ends, 46 morning peak hour trip ends, and 63 afternoon peak hour trip ends. This is shown in Table 2. Thirteen dwelling i • units, of the 75 dwelling units considered here, are on Parcel C. These should not be included in the trip generation comparison. Regardless of which former land use option is used for comparison, the proposed residential use (75 D.U.) will cause a significant reduction in the trip generation on this parcel. Operation at the key intersections will be acceptable. Table 1 Trip Generation 1991 Land Use Proposals Daily A.M. Peak P.M. Peak Land Use Trips Trips Trips Trips Trips in out in out RETAIL/OFFICE Parcel A - Retail 3900 57 34 181 181 50 KSF Parcel B - Office 570 67 9 13 65 30 KSF Total 4470 124 43 194 246 RETAIL/RESIDENTIAL Parcel A - Retail 3900 57 34 181 181 50 KSF Parcel B - Duplex 204 4 12 14 7 24 D.U. Total 4104 61 46 195 188 Table 2 Trip Generation 1996 Land Use Proposal Daily A.M. Peak P.M. Peak Land Use Trips Trips Trips Trips Trips in out in out Single Family - 62 D.U. 590 12 34 41 22