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HomeMy WebLinkAboutENGINES & ENERGY CONVERSION LAB - BDR - BDR120006 - SUBMITTAL DOCUMENTS - ROUND 2 - REVISIONSAuto Shop Cherry Street 0/0 0/0 - 1/6 o v N C7 N e O Iq OD r� N ih CO JIB, ) f r LO co M C V N O n 45/72 88/142 18/94 151/325 --)( f 157/108 i r 142/101 co 0 N f AM/PM CSU Engines Lab Willow Street RECENT PEAK HOUR TRAFFIC Figure 2 --,"I "--DELICH CSU EECLE TIS, July 2012 _ 1 j—ASSOCIATES Page 5 APPENDIX C Auto Shop Cherry Street N O O M 0/0 0/0 —� 1 /6 co O N N N e N CO V N N 00 I, - 4/14 --m— 0/0 8/40 I f r � co � LO N U') n 52/77 f 96/154 20/102 175/349 --�( \ f r 171/117 v M co 154/110 N o, CO v 00 u') 4 N =MMUNTIU-N, CSU Engines Lab Willow Street SHORT RANGE (2016) TOTAL PEAK HOUR TRAFFIC Figure 8 DELICH CSU EECLE TIS, July 2012 -7/ [—ASSOCIATES Page 15 APPENDIX B L------------------- - -- U 0 G 0 0 000,�0 N C41 '41 M a / <1 9 I x t E3 APPENDIX A Auto Shop r i Cherry Street CD rn o :3 Uc m rQ 0 Z t r co M a� CM N CCD O � N 218 CSU Engines Lab Rapid Lube Off -Site Parking rn c W a N V! V7 O N 2/1 f � ►— 1/0 20/3 —� 0/1 REVISED SITE GENERATED PEAK HOUR TRAFFIC N f AM/PM Willow Street Figure 1 _—/I L—DELICH CSU EECLE TIS Addendum, September 2012 -71 (—ASSOCIATES There are 24 spaces in the on -site lot and 44 spaces in the off -site lot for a total of 68 spaces. Therefore the on -site lot will accommodate 35 percent of the parking and the off -site lot will accommodate 65 percent of the parking. The site generated traffic was redistributed based on the proportional number of parking spaces in each lot. Figure 1 shows the revised site generated peak hour traffic. From the cited TIS (Figure 2, Recent Peak Hour Traffic) shows the existing peak hour traffic at the CSU Engines Lab Access. This Figure 2 is provided in Appendix C. The site access currently generates 33 morning peak hour trip ends, and 24 afternoon peak hour trip ends. The revised site generated peak hour traffic assignment with the proposed parking arrangement resulted in 26 morning peak hour trip ends and 23 afternoon peak hour trip ends at the existing site access. This is a decrease of 7 morning trip ends and a decrease of 1 afternoon trip end as compared to the existing peak hour traffic in the cited TIS. From these analyses, it is concluded that the CSU Engines & Energy Conversion Lab site access will have less than or equal to the peak hour traffic compared to the current traffic at the CSU Engines Lab Access. —// L—DELICH CSU EECLE TIS Addendum, September 2012 -7 1 [—ASSOCIATES DELICH ASSOCIATES Traffic & Transportation Engineering _ 2272 Glen Haven Drive Loveland, Colorado 80538 Phone: (970) 669-2061 Fax: (970) 669-5034 MEMORANDUM TO: Jeff Jensen, Jensen Consultants Bob Hosanna, The Neenan Company Angie Milewski, BHA Design Gloria Hice-Idler/Tim Bilobran, CDOT Region 4 Ward Stanford, Fort Collins Traffic Operations FROM: Joe/Matt Delich DATE: September 4, 2012 SUBJECT: CSU Engines & Energy Conversion Lab Expansion TIS Addendum -Traffic Redistribution (File: 1126ME01) This memorandum provides the revised site generated peak hour traffic with the addition of an off -site parking lot to the south of proposed Colorado State University Engines & Energy Conversion Laboratory Expansion (CSU EECLE). The "CSU Engines & Energy Conversion Lab Expansion Transportation Impact Study" (TIS), dated July 2012, was prepared for the CSU EECLE development. In the cited TIS, all the site generated traffic utilized the existing CSU Engines Lab Site Access. Due to site constraints, the CSU Engines Lab will now have an on -site parking lot and an off -site parking lot. Tim Bilobran, CDOT, requested a memorandum addendum to the TIS, addressing the revised site generated peak hour traffic. Ward Stanford, Fort Collins Traffic Operations, concurred with this. A plan of the proposed CSU EECLE site is provided in Appendix A. The proposed CSU EECLE site will have 24 parking spaces on the west side of the site between College Avenue and the proposed building expansion. The number of on -site parking spaces will be less than that which currently exists. The developer obtained an agreement with the property owner to the south for an off -site parking lot of 44 spaces. The proposed off -site parking plan is also provided in Appendix A. This property has a full movement access to Willow Street and a right-in/right- out access to College Avenue. In the cited TIS, the expansion site generated traffic was added to the existing site traffic and is shown in the cited TIS (Figure 8, Short Range (2016) Total Peak Hour Traffic), and is provided in Appendix B. The total trip generation for the CSU Engines Lab is: 64 morning peak hour trips entering; 12 morning peak hour trips exiting; 10 afternoon peak hour trips entering; and 54 afternoon peak hour trips exiting.