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HomeMy WebLinkAboutCITY OF FORT COLLINS VEHICLE STORAGE BUILDINGS - PDP - 23-03A - CORRESPONDENCE - (3)Department: Transportation Planning Issue Contact: Tom Reiff Topic: General Number: 42 Created: 1 /6/2004 [1/6/04] No further comments. Department: Water Wastewater Issue Contact: Jeff Hill Topic: General Number: 17 Created: 12/1 /2003 [1/5/04] No utility plans were submitted with this round of review therefor this comment will need to be addressed at final. [12/1/03] Show and label all fittings, valves and lengths of pipe between fittings/valves for the water mains. Show and label location of curb stops and meter pits. Provide utility easements/alignments for the water mains, fire hydrants and curb stops. Number: 18 Created: 12/1/2003 [1/5/04] As previously indicated maintain the required landscape/utility separation distances on the landscape plans. [12/1/03] Maintain the required landscape/utility separation distances on the landscape plans. Number: 19 Created: 12/1 /2003 [1/5/04] Comment to be addressed at final. [12/1/03] Provide all details for the water and sewer construction (i.e. meter pit, typ water/sewer service fire hydrant, thrust block, etc.). Number: 23 Created: 12/1 /2003 [1/5/04] Comment to be addressed at final. [12/1/03] Provide profiles of all sewer mains which show existing and proposed inverts, slopes, manholes, cleanouts, etc. See site, landscape and utility plans for other comments. Be sure and return all of your redlined plans when you re -submit. If you have any questions regarding these issues or any other issues related to this project, please feel free to call me at (970) 221-6750. Yours Truly, Bob Barkeen City Planner Page 3 Department: PFA Issue Contact: Michael Chavez Topic: General Number: 40 Created: 1 /5/2004 [1/5/04] .FIRE LANE shall be accessed from either driveway off Wood Street, proceed around Building A and exit out the other driveway on Wood Street. Number: 41 Created: 1 /5/2004 [1/5/04] FIRE HYDRANT location still is not correct. The hydrant shall be located on the north side of Building A. Department: Stormwater Utility Topic: Drainage Number: 26 [1/8/04] Issue Contact: Wes Lamarque Created: 12/4/2003 Please revise the SWMM analysis using the City's standard of ModSWMM per phone conversation. The hydraulic analysis also needs to include an Extran input file that can be run with software in our office. Number: 27 Created: 12/4/2003 [1/8/04] Please provide more detail for the outfall into the Poudre River and include all proposed construction details like flared - end sections, riprap, etc. A 20-foot wide off -site drainage easement is also required for the outlet storm sewer. If there is already an easement for the existing storm sewer, it would have to provide 10-feet on either side of the proposed storm sewer to be used. This scenario is unlikely and a new easement is probably required. On -site drainage easements are also required for all drainage structures including storm sewers and detention ponds up to the 100-year WSEL. Number: 28 Created: 12/5/2003 [1/8/04] Please show the floodplain that is mostly located on Lot 2 on the overall drainage plan that was located in the back of the report. This is more for documentation purposes and affects Lot 2 when it develops. Included is an aerial photo of the floodplain for reference. Number: 29 Created: 12/5/2003 [1/8/04] Please provide details for all drainage improvements including inlets, manholes, outlet structures, valley pans, etc. at final plan review. Number: 30 Created: 12/5/2003 [1/8/04] Please provide F.F. elevations for all proposed buildings, more spot elevations to the grading plan, and slopes for all swales and valley pans at final plan review. Number: 31 Created: 12/5/2003 [1/8/04] Before hearing, the revised modeling should be submitted and reviewed. Once City staff is comfortable with the modeling and feels the outfall off -site easement to the Poudre is obtainable, the hearing can take place. Additional comments may follow once more information is submitted at final review. Page 2 STAFF PROJECT REVIEW City of Fort Collins BHA DESIGN Date: 1/16/2004 RUSS LEE 4803 INNOVATION DR FT. COLLINS, CO 80524 Staff has reviewed your submittal for CITY OF FTC VEHICLE STORAGE BUILDINGS PDP - TYPE 11, and we offer the following comments. - ISSUES: Department: Light & Power Topic: Light 6 Power Number: 1 (12/23/031 Issue Contact: Doug Martine Created: 11 /24/2003 (11/24/03] The developer needs to coordinate a transformer location, electric system requirements, and electric Development Charges with L&P Engineering (221-6700). Department: Natural Resources Topic: General Number: 15 [ 12/31 /031 Issue Contact: Doug Moore Created: 11 /28/2003 (11/28/03] Outlet Drain to Poudre River - We need to see a detail of want this is proposed to look like. The disturbance caused by the outlet will need to be design to minimize and mitigate any impacts. Fort Collins Land Use Code 3.4.1(E)(2)(b) (b) If the development causes any disturbance within the buffer zone, whether by approval of the decision maker or otherwise, the applicant shall undertake restoration and mitigation measures within the buffer zone such as regrading and/or the replanting of native vegetation. The applicant shall undertake mitigation measures to restore any damaged or lost natural resource either on -site or off -site at the discretion of the decision maker. Any such mitigation or restoration shall be at least equal in ecological value to the loss suffered by the community because of the disturbance, and shall be based on such mitigation and restoration plans and reports as have been requested, reviewed and approved by the decision maker. Unless otherwise authorized by the decision maker, if existing vegetation (whether native or non-native) is destroyed or disturbed, such vegetation shall be replaced with native vegetation and landscaping. 3.4.1(G)(2) (2) Streambank Stabilization. When the Stormwater Master Plans and the Storm Drainage Design Criteria and Construction Standards of the city require streambank stabilization, native vegetation shall be utilized for such purpose, and engineered stabilization techniques such as exposed rip rap shall be avoided, to the maximum extent feasible. The use of native vegetation shall be the principal means of streambank stabilization, and the use of rip -rap for streambank stabilization shall be restricted to locations where the use of vegetation techniques is not reasonably feasible. 3.4.1(1)(1) (1) Project design. Projects in the vicinity of large natural habitats and/or natural habitat corridors, including, but not limited to, the Poudre River Corridor and the Spring Creek Corridor, shall be designed to complement the visual context of the natural habitat. Techniques such as architectural design, site design, the use of native landscaping and choice of colors and building materials shall be utilized in such manner that scenic views across or through the site are protected, and manmade facilities are screened from off -site observers and blend with the natural visual character of the area. These requirements shall apply to all elements of a project, including any aboveground utility installations. Page I