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Home My WebLink AboutMULBERRY AND LEMAY CROSSINGS - Filed GC-GENERAL CORRESPONDENCE - 2004-08-17Lc�—I— 3, DCP PRECONSTRUCTION MEETING ATTENDANCE SHEET Contact name Company Name Address C Phone Number AA rf s 1 C_CO3YV�� _L �� -2 C, i CL : il�lA ,/'AtiIC1 j� ltp is ��..i11 �7 �Li CLL i',_C 'l ��lil LAtiLL� Sheri Wamhoff Re DCP Meeting Lot 3, Mulberry Lemay Crossings 1st Page 1 From: Doug Martine To: Sheri Wamhoff Date: 4/22104 7:16AM Subject: Re: DCP Meeting Lot 3, Mulberry Lemay Crossings 1st Sheri, There are no L&P issues for this project. The only work necessary for L&P is to change the transformer to a larger one in an existing electric vault at the N. end of the site. The developer has been sent an invoice for this work, which must be paid prior to our changing the transformer. The owner will bring their electric service from the building to the transformer vault. Therefore, I will not be attending the meeting. Doug >>> Sheri Wamhoff 04/21/04 03:45PM >>> Hello A Development Construction Permit meeting has been scheduled for lot 3, Mulberry and Lemay Crossing, Filing No. 1 (Beantree). This is a small drive thru coffee shop located north of Mulberry Street and east of 12th Street (more specifically its a small parcel just north of Supermarket Liquor). Please What: DCP meeting When: April28th Where: 281 N. College, conference room C&D Time: 2:00 P.M. (or just following the prior meeting for Maple Hill) If this message reached you in error, please forward it to the appropriate person. You can reach me at 221-6605 if you have any questions. Thank you in advance for attending this meeting. Sheri Wamhoff STAFF PROJECT REVIEW BEANTREES, INC. Date: 2/12/2004 c/o Eileen Turgeon & Diana May 901 Sailors Reef Fort Collins, CO. 80525 Staff has reviewed your submittal for MULBERRY & LEMAY CROSSING, I ST FILING, LOT 3 (BEANTREES) PDP -- TYPE II, FINAL PLAN, and we offer the following comments: ISSUES: Department: Current Planning Issue Contact: Steve Olt Topic: General Number: 58 Created: 2/ 12/2004 [2/ 12/04] The Site Plan, Landscape Plans, Building Elevations Plan, and Photometric Plan are OK for mylars, except they must include the proposed additional 4' x 10' building section that was reviewed by City staff in January, at the applicant's request. Department: Engineering Issue Contact: Sheri Wamhoff Topic: General Number: 44 Created: 12/ 10/2003 [2/3/04] The easement will need to be provided with the submittal of the mvlars. [12/10/03] Will need to dedicate an easement to the City for the area of the detention pond that goes outside of the existing drainage easement. Number: 46 Created: 12/ 10/2003 [2/3/04] You did provide this, but please add an arrow from this note to the concrete channel as well. [ 12/ 10/031 Add the following note with an arrow pointing toward the new driveway. If pavement is disturbed, street patching to standards is required. Number: 56 Created: 2/4/2004 [2/4/04] The mylars need to be signed by ELCO Water District and Boxelder Sanitation District before we will accept them for signature. Department: Stormwater Utility Issue Contact: Wes Lamarque Topic: Drainage Number: 40 Created: 12/9/2003 [2/2/041 Still no drainage or detention pond summary table included on the drainage plan. Please show basin lines, even if site is entirely within one basin. Page 1 Topic: Erosion/Sediment Control Number: 39 Created: 12/9/2003 [2/3/041 Second Review February 3, 2004 There are no BMP's shown on the plan, and there are no calculations, etc. Please provide. Sediment/Erosion Control Plan Comments Mulberry/Lemay Crossing 1st, Lot 3, Beantree December 9, 2003 1. Plan needs notes, BMP's, calculations, etc Topic: Floodplain Number: 38 Created: 12/9/2003 [1/30/041 Floodplain Comments 1-28-04 1. Please see wording changes and minor additions in the drainage report. 2. Please change the FEMA map panel to be 080102 004C in the drainage report and on the plans. 3. Because of the floatable material requirement, please show a drawing or further describe how the trash bin is going to be anchored. 12-03-03 1. There are numerous items on the floodplain review checklist that have not been included on the plans and the drainage report. See attached review checklist for required items. 2. The grading of the driveway is not above the BFE of 4932. Therefore, it does not meet the dryland access requirement. Please review and revise the grading to be above the BFE. 3. The cross-section and BFE lines must be shown on the plans along with a note stating the entire site is in the floodplain. 4. All " floatable" items - bike rack, trash bin, tables, chairs, etc. need to be noted as being anchored. 5. Please identify the elevation of any HVAC equipment on the plans and in the drainage report. It must be 2 ft. above the BFE. 6. A floodplain use permit and $25 permit fee are required. 7. A FEMA elevation certificate will be required after construction in order to obtain a CO. Page 2 Department: Stormwater Utility Issue Contact: Basil Hamdan Topic: General Number: 57 Created: 2/5/2004 [2/5/04] Please have the applicant's engineer call Basil Hamdan, at 224-6035, to set up a meeting and go over the comments left prior to submitting mylars. Topic: Grading Number: 55 Created: 2/2/2004 [2/2/04] Can site be graded and constructed without obtaining an off -site grading easement from the property to the east. If ves, call out clearly limits of development on plan, if not an off -site grading easement may be needed. This letter, hopefully, represents final staff comments before submittal of mvlars for recording. Please be sure and return all red -lined paper plans with any re -submittal. If you have any questions regarding these issues or any other issues related to this project, please feel free to call me at 221-6341. Yours %7Truly, Steve Olt, City Planner cc: Susan Joy, Engineering Basil Hamdan, Stormwater Dick Rutherford, Stewart & Associates Current Planning File #36-96H Page 3 Transportation Services Engineering Department City of Fort Collins October 1, 2003 Richard Rutherford Stewart and Associates, Inc. 103 S. Meldrum Street Fort Collins, Co 80521 RE: Lot 3, Mulberry Lemay Crossing Filing I variance request Dear Dick, This letter is in response to the request dated September 4, 2003 in regards to a variance request to the access driveway separations for a Commercial Local Street. In accordance with Table 7-3 of the Larimer County Urban Area Street Standards (LCUASS) the minimum distance between a driveway and a street is 175 feet and in accordance with drawing 707 the minimum driveway width is 24 feet fora commercial use. The variance to allow the driveway location along the frontage of this property at approximately 145 feet between the centerline of Magnolia and the centerline of the driveway is granted. The variance to reduce the driveway width to 15 feet is approved with the condition that adequate acceptable signage is provided to ensure that the driveway will function as a one-way exit only driveway. The proposed signage will be reviewed with the submittal of the project. This variance request does not set a precedence or change the application of our design standards in other situations. If you have any questions, please contact Sheri Wamhoff at 221-6750. Sincerely, Sheri Wamhoff, PE cc: file 281 North College Avenue • PO. Box 580 • Fort Collins, C080522-0580 • (970) 221-6605 • FAX (970) 221-6378 www.fcgov.com STEWART&ASSOCIATES Consulting Engineers and Surveyors September 4, 2003 Ms. Sheri Wamhoff City of Fort Collins Engineering Dept. P.O. Box 580 Fort Collins, CO 80522 Dear Sheri, This is regarding the proposed P.D.P. on Lot 3, Mulberry-Lemay Crossing Filing 1, City of Fort Collins, County of Larimer, State of Colorado. As you know, the lot is small and has a 10.00-foot sanitary sewer easement running North to South in the middle of Lot 3 and there is a 20.00-foot drainage easement on the East 20.00 feet of the lot. Also, there is a 9.00-foot utility and walk easement along the Westerly 9.00 feet of the lot. Due to the constraints from the easements there are not many areas where the building can be located. The drive -up lane will be one-way East and North along the East wall of the building. The proposed sketch of the site has four cars queing at any one time. Since the drive -up lane is one way, we have to have a second curb cut for an exit. I assume that 12th Street is a local commercial street. The minimum clearance between driveways is 175 feet. We are asking for a variance to the requirement for 175 feet clearance between centers. The clearance between the entrance and the exit centers will be 110 feet. The variance would leave 145 feet of clearance between the center of the exit curb cut to the center of East Magnolia Street. It is more advantageous to have more clearance between Magnolia Street to the exit than between the entrance and exit centers due to the disparity in numbers of turning movements. The existing entrance width is 20.00 feet and the proposed exit width is 15 feet. If you have any questions regarding the sketch of the site or our justification for the variance, please call. Sincerely, Richard A. Rutherford, P.E. & L.S. RAR/meh 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 MU1.14FBRY LEMAY XING LOvulV dx