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HomeMy WebLinkAboutHELLENIC PLAZA - Filed OA-OTHER AGREEMENTS -r 1:7414 1 435 WEST 2 STREET 14 LOVELAND, CO 80538 1;;. 970) 461 2661 CIVIL ENGINEERS FAX (970) 461-2665 WWW.DMWCIVILENGINEERS.COM VARIANCE REQUEST To:Sheri Wamhoff, P.E. Engineering Development Review Manager City of Fort Collins PO Box 580 Fort Collins, CO 80522-0580 Pp0 RF From: Jade P. Miller, P.E. o'.a DMW Civil Engineers, c, ()r 33885 Date: February 14, 2007 OIVAL E.NsProject: Hellenic Plaza, Fort Collins, Colorado Project No. BSX On behalf of our client with the above referenced project, we are requesting variances to the City's Standard Design Criteria. Per the Larimer County Urban Area Street Standards, Fig 7-2F, a 15 foot wide easement shall be provided behind the Right-of-Way for 4-Lane Arterial streets. Also, per the Larimer County Urban Area Street Standards, Fig 7-9F, a 9 foot wide easement shall be provided behind the Right-of-Way for Residential Local streets. The proposed easements for the Hellenic Plaza Development are 3 and 6 feet behind the Right-of-Way for Shields Street (a 4-Lane Arterial) and Birch Street (a Residential Local), respectively (please see attached). This variance is being requested due to physical constraints on the site. Also, since many utilities are already installed along these two existing streets, the need for the easements is reduced. The affected utility companies were contacted to get information regarding the need for additional easement. As a result, many indicated no easement requirements. The 3 and 6 foot easements for Shields Street and Birch Street are a result of utility company requests for easements. In conclusion, full compliance with the Standard Design Criteria would impose undue hardship in developing the site. It is our opinion that the proposed design will adequately meet the intent of the standards for the health, safety and welfare of the public. 1331:11S Sa13IHS nr__ c 11 i p i1 i ri w i i 1 RI 1 Jitili i i 11 i W i 1 i i i I i ie 1 1 1 Wi i aliiCC i i F I i i to i1 i. i i d Cr • I— i' SnS i' I I' a 1 a Lii L. 1 n Il o il ii I It 1 i1 1 Ii I 11 - 11 *__J w I I I l I 1 I I I I 1 I 1 I! 11 II111Il Si 11 II II I li it F Si11 II UI