Loading...
HomeMy WebLinkAbout8.2 Attch 4 Shared Parking Analysis LNVision That Moves Your Community Transportation Consultants September 9, 2013 Mr. Scott L.Stringer The Stringer Company 875 Orange Blossom Way Danville, CA 94526 Re: Shared Parking Analysis for Heritage Park Office/Church/Restaurant Uses in the City of Dublin Dear Mr. Stringer: TJKM Transportation Consultants is pleased to present this report on the shared parking analysis of the proposed parking easement agreement among the church, restaurant, and proposed office parcels at the Heritage Park development site in Dublin. The current project description includes a proposed office building with approximately 14,000 square feet of floor area and a reconfigured parking area for common use with the existing Church of Christ and Frankie,Johnnie, and Luigi restaurant. The shared parking agreement site is directly across Donlon Way from the City's public Heritage Park, and is generally bounded by Dublin Boulevard on the north, Donlon Way on the west, the existing Shell gas station on the east, and the proposed 54-lot residential development (not a part of the shared parking agreement) to the south. The general purpose of the analysis is to see how the peak parking demand of the existing and proposed uses included in the proposed parking easement agreement for the site compares with the proposed parking supply. Because City Zoning Ordinance requirements for parking only consider different land uses as separate components, not accounting for the hourly and day-of- week variations in parking demand for each of the proposed land uses, allowances must be made for such peak demand variations among mixed uses, as described in this report. The analysis presented in this letter report demonstrates that the proposed parking supply, which is 13 spaces or ten percent less than the supply otherwise required by the City's Zoning Ordinance, can more than accommodate the expected peak demand. Pleasanton 3875 Hopyard Road The following proposed parking supply data is based on the site plan by Carlson, Barbee& Gibson Suite 200 Civil Engineers dated May 20, 2013. The land use quantities described below were provided b Pleasanton,CA g Y q P Y 94588-8526 you at our August 9 meeting, and the information on the church functions and restaurant 925.463.0611 operations is as you provided during b hone conversations. 925.463.3690 fax P Y P g our subsequent P Fresno Parking Provided S16 W.Shaw Avenue Suite 200 Fresno,CA On-Site (Surface Lot) 93704-2515 559.325.7530 . Standard: 78 spaces 559.221.4940 fax • Compact: 39 spaces (32 percent of on-site) Sacramento 980 Ninth Street . Accessible: 6 spaces 1 6th Floor Sacramento,CA Total On-Site: 123 spaces 95814-2736 916.449.9095 The 32 percent portion of compact spaces is under the City Ordinance maximum of 35 percent, Santa Rosa 1400 N.Dutton Avenue which is appropriate for the proposed land uses. Compact spaces are appropriate for the lower- s 21 Santa Rosa,CA turnover church services P arkin as well as employee parking for the proposed office use. 95401-4643 7o7.57S.S8ax On-Street: On Donlon Way immediately across the street from the site, 19 diagonal curbs aces 7o7s7sssas fax Y � Y g P tjkm @ykm.com are located. Although these on-street spaces are not counted as part of the project parking supply www.tikm.com ATTACHMENT 4 TJKM Mr. Scott L Stringer Transportation September 9,2013 Consultants Page 4 Heritage Park, City of Dublin 140 Weekday-Shared Parking Demand Analysis __ -_ 120 100 - - 80 - �o E c 60 — - 40 20 0 Amw_ - - Q�` o° o° o° o° o° o° �Church Restaurant Office On Site Parking Supply=123 �....w. Heritage Park, City of Dublin 140 Weekend Shared Parking Demand Analysis 120 100 g 80 M E 0 60 ---- 40 20 0 - P�S P`S P`S P`S PAS P`S ooc Q`S Q� Q`S Q� e`S Q`S Q`S Q`S Q`S Q"r r` ro• 1. 'b• oi• y0• yti• ti. L• 6. �. 0. 1•. �. oj• yo- Church Restaurant Office On Site Parking SuPPly- 123 ,®wi.. TJKM Mr. Scott L Stringer Transportation September 9, 2013 Consultants Page 5 Conclusions Comparing the proposed 123-space on-site supply with the peak supply needed as shown in Table II yields the following conclusions: • For the weekday peak, 86 of the 123 on-site spaces would be needed during the peak hour parking demand at 7:00 p.m. on Wednesday, which provides a surplus parking supply of 37 spaces, or 30 percent of the on-site supply. • For the weekend peak, 74 of the 123 on-site spaces would be needed during the peak hour parking demand at 1:00 p.m. on Sunday. This provides a surplus parking supply of 49 spaces, or 40 percent of the on-site supply. Based on this analysis, the expected peak parking requirement is 86 spaces, where the total proposed on-site parking supply is 123 spaces. Therefore, this 37-space surplus of on-site parking supply over the peak supply needed strongly indicates that the proposed parking supply is reasonable to fully accommodate the project's parking and on-site circulation needs. We will be happy to discuss any questions or comments you may have regarding these findings. Very truly yours, Richard K. Haygood, P.E. -� Director, Traffic & Multimodal Studies Attachments cc: Chris Kinzel, TJKM Vishnu Gandluru, TJKM J:\JURISDICTIOMD\Dublin\157-232 Heritage Park Shared Parking\LR 090913.docx