Loading...
HomeMy WebLinkAboutBLOCK 152 LOTS 7 AND 8 REPLAT 208-214 PETERSON STREET - Filed GC-GENERAL CORRESPONDENCE - 2005-08-10Interoffice Memorandum Date: June 26, 2001 To: Cam McNair, City Engineer Thru: Dave Stringer, Development Review Managerg'� From: Katie Moore, Development Review Engineer RE: Variance Request for 208 and 212 Peterson Street Replat Stewart and Associates, on behalf of the Developer for the 208 and 212 Peterson Street Replat project, has submitted a variance request to the City of Fort Collins design standards. The variance is for the alley to the east of Peterson Street, south of Oak Street and north of Olive Street, and it is in relation to a cross slope in excess of four percent. Typically, the City requires street cross slopes to fall between 2-4%. The engineer is proposing an approximately 60' length of alley with an inverted crown center and cross slopes of 4.17% in order to carry the 100 year storm water runoff in the alley. The engineer believes this variance can be supported because of the very small increase in the slope. It is my opinion that this variance can be supported based on the fact that the increase in slope is minimal and that the depth is needed to carry the 100-year flow. Please let me know if you have any questions or concerns and if you need any additional clarification. Sincerely, Katie Moore Moore Enclosures CC: Cameron Gloss, Director of Current Planning File STEWAKr&ASSOCIATES Consulting Engineers and Surveyors June 26, 2001 Mr. Dave Stringer City of Fort Collins Engineering P.O. Box 580 Fort Collins, CO 80522 Dear Dave, The following is our request for a variance for the standard of maximum allowable cross slope of a concrete alley being 4.00%. In the alley on the East side of Lots 7 and 8, Block 152, City of Fort Collins, the cross slope is 4 13% in the 16 foot wide section of concrete. The depth of the inverted alley is 4 inches in order to carry the 100 year storm water runoff in the alley. The very small increase in slope should justify the variance. Thank you for your consideration in this request. Sincerely, James H. Stewart and Associates, Inc. 103 S. Meldrum Street • P.O. Box 429 • Ft. Collins, CO 80522 970/482-9331 • Fax 970/482-9382