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SILO STORAGE (EAST VINE STORAGE) - ODP - ODP120003 - SUBMITTAL DOCUMENTS - ROUND 1 -
Office will be provided with Phase IL The vehicle storage of Phase I will be totally automated including access, rental, and payment. 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 Truly, Steve Olt City Planner cc: Susan Joy Bob Paterson Current Planning file Page 11 Department: Stormwater-Water-Wastewater Issue Contact: Roger Buffington Topic: Water/Wastewater Number: 40 Created: 5/22/2009 [5/22/09] Water and wastewater service in this area are provided by the ELCO Water District and the Boxelder Sanitation District. Understood. Department: Zoning Issue Contact: Peter Barnes Topic: Zoning Number: 1 Created: 5/ 13/2009 [5/13/09] The Enclosed Mini Storage and RV, Boat and Truck Storage uses are allowed in the I zone subject to Type I Review. Understood. Number: 2 Created: 5/13/2009 [5/13/09] The RV and boat storage is considered to be outdoor storage. Per Section 3.5.1(1)(2) and 4.28(E)(3)(b)(1) the storage must be screened from adjacent properties and public streets. The 8' high fence is shown to enclose only a portion of the site. It needs to be continued to screen the rest of the outdoor storage. The Environmental Department would prefer that the fencing not wrap the entire storage area. Number: 3 Created: 5/ 13/2009 [5/13/091 An 80' landscape yard is required where the property abuts the LMN zone (Section 4.28(E)(3)(a)(3) on the west. The 80' buffer is also required along the south if the County zoning of the property to the south is a zone that is predominantly characterized by residential uses as permitted uses.. Only a 30' buffer is required along the north where it abuts the LMN zone since Vine Street separates the zones. Buffer yards as defined are provided. Number: 4 Created: 5/ 13/2009 [5/13/091 Question #12 asked by the applicant deals with lighting. Specifically, the question seems to be whether or not they're required to provide lighting in the outdoor storage areas. The answer is that they're not required to provide lighting if they believe they don't need it for security. Understood. Number: 5 Created: 5/ 13/2009 [5/13/09] Is there going to be a trash dumpster area? If so, show on site plan and provide a trash enclosure to screen it. No trash area will be provided. Number: 6 Created: 5/ 13/2009 [5/13/091 I assume the office is located in the building nearest the parking. Label the office location on the plan if it isn't already. Page 10 Number: 32 Created: 5/22/2009 [5/22/09] The habitat enhancement portion of the approved Cooper Slough Master Plan must be followed for this project. Please contact Susan Hayes at 416-2233 for more information. Understood. Number: 33 Created: 5/22/2009 [5/22/09] It is recommended signage be placed on site to inform members of the public of safety hazards associated with flooding at the site. Such signage will be provided. Number: 34 Created: 5/22/2009 [5/22/09] The Floodplain Administration contact for this site is Brian Varrella at 416-2217. We have met with the Floodplain Administrator. Number: 35 Created: 5/22/2009 [5/22/09] A drainage and erosion control report and construction plans are required and must be prepared by a Professional Engineer registered in Colorado. This is provided. Number: 36 Created: 5/22/2009 [5/22/09] When there is an increase in impervious area greater than 1000 square feet, onsite detention is required with a 2 year historic release rate for water quantity. Parking lot detention for water quantity is allowed as long as it is not deeper than one foot. Understood. Number: 37 Created: 5/22/2009 [5/22/09] Water quality treatment is also required as described in the Urban Storm Drainage Criteria Manual, Volume 3 — Best Management Practices (BMPs). Some of the methods do require percolation which may work on this site considering the proximity to Cooper Slough; therefore, percolation tests are suggested. Understood. Number: 38 Created: 5/22/2009 [5/22/09] The design of this site must conform to the drainage basin design of the Boxelder/Cooper Slough Master Drainage Plan as well the City's Design Criteria and Construction standards. Understood. Number: 39 Created: 5/22/2009 [5/22/09] The city wide development fee is $4,420/acre ($0.1015/sq.ft.) for new impervious area over 350 sq.-ft. No fee is charged for existing impervious area. This fee is to be paid at the time each building permit is issued. So noted. Page 9 Understood. Number: 25 Created: 5/22/2009 [5/22/09] The majority of the property is in the FEMA-designated Cooper Slough floodplain. There is both floodway and flood fringe on the site. Understood and mapped. Number: 26 Created: 5/22/2009 [5/22/09] Non-residential construction and outdoor storage is allowed in the flood fringe. Any structure must have the lowest floor and all HVAC and electrical equipment elevated or floodproofed 18 inches above the 100-year flood level, also know as the Base Flood Elevation or BFE. Understood. Number: 27 Created: 5/22/2009 [5/22/09] Non-residential use is only allowed in the floodway if no -rise can be shown and certified by a registered Professional Engineer licensed to practice in Colorado. Any structures, outdoor storage materials (including vehicles), landscaping and fencing must be included in the analysis. Understood. Number: 28 Created: 5/22/2009 [5/22/09] Fencing in the floodway is prohibited unless the fencing is designed to break away and is cabled to prevent floatation offsite. As an alternative, the new fence may be designed with a flap or opening for areas at or below the BFE to allow the free passage of floodwater. Any opening or flap on fencing in the floodway may not be blocked, obstructed, or otherwise modified at any time. Understood. Number: 29 Created: 5/22/2009 [5/22/09] Critical facilities are not allowed on the site. Any waste facility for the RVs must be out of the floodplain. No waste facility is proposed. Number: 30 Created: 5/22/2009 [5/22/09] Each structure and site element in the floodplain will require a floodplain use permit and $25 permit fee. If any floodplain modeling is done to show no -rise, the permit fee is $325. Understood. Number: 31 Created: 5/22/2009 [5/22/09] A FEMA Elevation Certificate or Floodproofing Certificate is required to be submitted and approved prior to issuance of a certificate of occupancy (C.O.) for each structure. Understood. Page 8 Number: 19 Created: 5/22/2009 CUL-DE-SAC: A dead-end street cannot exceed 660 feet in length. The turn -around at the end of the street must have an outside turning radius of 50 feet or more, and an inside -turning radius of 25 feet. Short fire lanes are permitted to facilitate a second point of access when the street is longer than 660 feet. All structures beyond the 660-foot limit shall be fire sprinklered if a second point of access cannot be provided. FCLUC 3.6.2(B)©; 3.6.6(I): 2006 International Fire Code 503.2.5, Appendix 13103.3 and D103.4 Understood. Number: 20 Created: 5/22/2009 TURNING RADII: The required turning radii of a fire apparatus access road shall be a minimum of 25 feet inside and 50 feet outside. 2006 International Fire Code 503.2.4 Fire Turning radius will be shown on the development plans. Number: 21 Created: 5/22/2009 ADDRESS NUMERALS: Address numerals shall be visible from the street fronting the property, and posted with a minimum six-inch high numerals on a contrasting background. (Bronze numerals on brown brick are not acceptable). 2006 International Fire Code 505.1 Understood. Number: 22 Created: 5/22/2009 PROPERTY ACCESS: I recommend that a Knox Box be installed at the locked entry gate, to ensure emergency apparatus have access to the property. Keypad combinations often are changed without informing PFA, which means we potentially would have to force entry to the site. PFA sells Knox Boxes at cost. Knox Box entry will be provided. Number: 23 Created: 5/22/2009 ANSWER TO PDR QUESTION: PFA does not require fire lane completion or fire hydrant operation until buildings go vertical. Understood. Department: Stormwater-Water-Wastewater Issue Contact: Glen Schlueter Topic: Stormwater Number: 24 Created: 5/22/2009 [5/22/09] Comments 26, 27, and 28 address the questions asked in the letter from Hattman Associates, dated May 1, 2009, numbers 4, 7, and 9. In summary there can be "no -rise" caused by anything placed in the "floodway", and the elevation criteria of 18 inch is measured from the 100 year water surface elevation instead of the existing ground. Question 8 asked if "even parking in the floodway needs to be taken to the "Flood Board"? The Water Board (not Flood Board) would be involved if a variance is requested from the floodplain requirements, but the challenges at this site can be resolved without a variance. The reply to Question 11 is that a flared conduit can be used: however, there are other methods that have less of an impact. This would be considered during the design/review process by your design engineer along with Stormwater staff and the Environmental Planner. Page 7 Department: Light & Power Topic: General Number: 16 [5/22/09] Power available in Vine Drive. Normal development charges will apply. Understood. Issue Contact: Bruce Vogel Created: 5/22/2009 Will need to coordinate transformer location. Department: PFA Issue Contact: Carie Dann Topic: Fire Number: 17 Created: 5/22/2009 WATER SUPPLY: Fire hydrants, where required, must be the type approved by the water district having jurisdiction and the Fire Department. Hydrant spacing and water flow must meet minimum requirements based on type of occupancy. Minimum flow and spacing requirements include: Commercial, 1,500 gpm at 20 psi residual pressure, spaced not further than 300 feet to the building, on 600-foot centers thereafter; residential within Urban Growth Area, 1,000 gpm at 20 psi residual pressure, spaced not further than 400 feet to the building, on 800-foot centers thereafter; residential outside Urban Growth Area, 500 gpm at 20 psi residual pressure, spaced not further than 400 feet to the building, on 800-foot centers thereafter. These requirements may be modified if buildings are equipped with automatic fire sprinkler systems. 2006 International Fire Code 508.1 and Appendix B. Understood. Number: 18 Created: 5/22/2009 REQUIRED ACCESS: Fire access roads (fire lanes) shall be provided for every facility, building or portion of a building hereafter constructed or moved into or within the PFA's jurisdiction when any portion of the facility or any portion of an exterior wall of the first story of the building is located more than 150 feet from fire apparatus access as measured by an approved route around the exterior of the building or facility. This fire lane shall be visible by painting and signage, and maintained unobstructed at all times. A fire lane plan shall be submitted for approval prior to installation. In addition to the design criteria already contained in relevant standards and policies, any new fire lane must meet the following general requirements: ❑ Be designed as a flat, hard, all-weather driving surface (asphalt or concrete) capable of supporting fire apparatus weights. Compacted road base shall be used only for temporary fire lanes or at construction sites. ❑ Have appropriate maintenance agreements that are legally binding and enforceable. ❑ Be designated on the plat as an Emergency Access Easement. ❑ Maintain the required minimum width of 20 feet throughout the length of the fire lane (30 feet on at least one long side of the building when the structures is three or more stories in height). If the building is equipped throughout with an approved automatic fire -sprinkler system, the fire code official is authorized to increase the dimension of 150 feet. 2006 International Fire Code 503.1.1, 503.2.3, 503.3, 503.4 and Appendix D Understood. Page 6 Number: 57 Created: 5/28/2009 [5/28/09] All public improvements must be built to current LCUASS standards. LCUASS standards will be followed. Number: 58 Created: 5/28/2009 [5/28/09] This project is responsible for widening the Cooper Slew bridge/box culvert and for constructing Vine Drive to the ultimate along its frontage. Please provide transitions for the road widening to standard either by offsite improvements or by striping. Improvements will be provided when demand and Phase of project requires. Number: 59 Created: 5/28/2009 [5/28/091 A variance will be required if driveway spacing does not meet the required minimum separation distances. The proposed drive entry shows to be within stated standards. The existing curb cut for the two residences will have application for variance at the proper Development Phase. Number: 60 Created: 5/28/2009 [5/28/09] Parking setbacks apply and are determined by your traffic volumes as shown in the Traffic Study (TIS). Please see LCUASS chapter 19. Setbacks will be met. Number: 61 Created: 5/28/2009 [5/28/09] A paved surface is required for all parking and drive aisles. Gravel parking is only allowed for storage areas. As noted above this will be discussed at the individual development phase. Number: 62 Created: 5/28/2009 [5/28/091 No structures of any kind are permitted in easements and row. Understood. Number: 63 Created: 5/28/2009 [5/28/09] A 5' sidewalk is shown along Vine on the Site Plan. Our standards for a 4 lane arterial require 6'. This will be revised. Number: 64 Created: 5/28/2009 [5/28/09] Please see Transportation Planning regarding the possible downgrade of Vine to a 2 lane arterial and the possible impacts to the site from the I-25 overpass realignment. We have met with Transportation Planning and the downgrade of Vine is complete. The impact to the site from the future 1-25 overpass is off -site. Number: 65 Created: 5/28/2009 [5/28/09] The security gate must be set back far enough to allow RVs to pull in and wait for the gate without overhanging the public sidewalk. Gate is so located. Page 5 Number: 43 Created: 5/28/2009 [5/28/09] As set forth in Section 4.28(E)(2)(c) of the LUC, new building color shades shall be neutral, with a medium or dark color range, and not white, bright or reflective. This standard applies to all potential building materials. Understood. Number: 44 Created: 5/28/2009 [5/28/09] This development is subject to the standards set forth in Section 4.28(E)(3)(b) Storage and Operational Areas of the LUC. Understood. Department: Engineering Issue Contact: Susan Joy Topic: General Number: 51 Created: 5/28/2009 [5/28/09] Larimer County Road Impact Fees and City Street Oversizing fees apply. Please contact Matt Baker for more information, 224-6108. Understood. Number: 52 Created: 5/28/2009 [5/28/09] Transportation Development Review Fees are due at the time of submittal as well as a Traffic Study. Please contact Joe Olson in Traffic Engineering to set up a scoping meeting. Traffic Engineer met with the City prior to writing the report. Number: 53 Created: 5/28/2009 [5/28/09] This development is responsible for dedicating all Right -of -Way and easements necessary to serve this site. Vine Drive is considered a 4 lane arterial based on the Master Street Plan with a total of 115' row and a 15' utility easement. R.O.W. and associated easements are shown on the plan. Number: 54 Created: 5/28/2009 [5/28/091 A repay may be due for your share of the Vine Drive design and/or construction done by Waterglen. Please contact Matt Baker in Street Oversizing for more information. Understood. Number: 55 Created: 5/28/2009 [5/28/09] This project will be required to submit Utility Plans & Plat (if not platted). A Development Agreement will be required prior to Final Plan Approval and a Development Construction Permit prior to any work starting on site. Understood. Number: 56 Created: 5/28/2009 [5/28/09] A utility coordination meeting is suggested either before or after your first submittal to work through the issue of the existing building currently located approximately 2' from the existing row. Utility Coordination Meeting was held previous to this submission. Page 4 Number: 10 Created: 5/19/2009 [5/19/09] Response to Question #6: As part of mitigating the visual and physical impacts of the project, extensive landscape plantings will be required to improve the value of the habitat and create new habitat along with creating a visual buffer. Understood. Number: 11 Created: 5/19/2009 [5/19/09] Response to Question #10: Based upon the results of the ECS, a letter of determination from the Corps of Engineers may be required. At this time it is not possible to determine this. Understood. Number: 12 Created: 5/19/2009 [5/19/09] Response to Question #11: The use and design of the stormwater detention system will require close coordination between stormwater, the environmental planner, the civil engineer consultant and the wetlands consultant. Understood. Department: Current Planning Issue Contact: Steve Olt Topic: Parking Areas Number: 45 Created: 5/28/2009 [5/28/09] The drive surface areas within the mini -self storage area must be paved with asphalt or concrete. Technically, the drive aisles in the outdoor vehicle storage areas must be asphalt or concrete, as well. Section 3.2.2(D)(3)(c) of the LUC states that "All open off-street parking and vehicular use areas shall be surfaced with asphalt, concrete or other material in conformance with city specifications". Staff is open to discussing this issue with the applicant. OK Topic: Zoning Number: 15 Created: 5/19/2009 [5/19/091 As set forth in Section 4.28(E)(3)(a)3 of the Land Use Code, a minimum 80' deep landscaped yard shall be provided along the boundary line that adjoins the LMN residential district to the west. Because the LMN District to the north (Waterglen) is separated from this property by a public street (East Vine Drive) only a 30' deep landscaped yard is required along the property's frontage on Vine Drive. These buffers will be provided. Number: 42 Created: 5/28/2009 [5/28/09] As set forth in Section 4.28(E)(2)(b) of the LUC, along arterial streets, buildings shall be sited so that a building face abuts upon the required minimum landscaped yard for at least 30% of the building frontage. Such a building face shall not consist of a blank wall. Understood. Page 3 [5/28/091 Section 3.2.1 Landscaping and Tree Protection of the LUC is an important section to review for standards that would be applicable to this development proposal. City Arborist has reviewed the existing trees and landscaping. Trees that were found to be significant are noted. Topic: Lighting Number: 46 Created: 5/28/2009 [5/28/09] Regarding on -site lighting, Section 3.2.2(D)(3)(d) of the LUC sets forth the requirement that light fixtures provided for any off-street parking area adjacent to a residential use or residentially zoned lot shall shield the source of light from sight and prevent the spillover of direct light onto the residential use, while still providing security to motorists, pedestrians and bicyclists. Also, please reference Section 3.2.4 Site Lighting of the LUC. Lighting will be limited to illuminate the main entryfeature as well as accent lighting of the landscaping and fencing. No general illumination of the vehicle storage area is provided. Phase II lighting will be building mounted and down directed. A photometric plan showing compliance to the standards will be provided. Topic: Natural Resources Number: 49 Created: 5/28/2009 [5/28/09] Sections 3.4.1 - 3.4.5 of DIVISION 3.4 ENVIRONMENTAL, NATURAL AREA, RECREATIONAL AND CULTURAL RESOURCE PROTECTION STANDARDS of the LUC should be reviewed for applicability to this development proposal. Natural Resource personnel have reviewed the site and their recommendations have been included in this plan. Department: Current Planning Issue Contact: Dana Leavitt Topic: Natural Resources Number: 7 Created: 5/ 19/2009 [5/19/09] A full blown Ecological Characterization Study (ECS) is required for this project. A meeting with your wetlands/wildlife consultant is recommended to review and establish the requirements for the ECS. Consultants have met on site with the appropriate City personnel prior to writing the ECS. Number: 8 Created: 5/ 19/2009 [5/19/09] The buffer along the Cooper Slough and associated wetlands will be determined by the recommendations of the ECS. Of concern is the value of the habitat and potential impacts created by the activities associated with the project. Recommendations and setbacks as determined in the ECS are incorporated in the plan. Number: 9 Created: 5/19/2009 [5/19/09] Response to Question #5: The trail alignment has moved away from the Cooper Slough and will not have any impact upon this project. Understood. Page 2 �i Citv of Fort Collins r® Ric Hattman 145 West Swallow Road Fort Collins, CO 80526 STAFF PROJECT REVIEW Date: 5/28/2009 Staff has reviewed your submittal for the East Vine Storage, Preliminary Design Review, and we offer the following comments: ISSUES: Department: Current Planning Issue Contact: Steve Olt Topic: General Number: 13 Created: 5/ 19/2009 [5/19/091 The site is located in a Natural Buffer area under Land Use on the FRAMEWORK PLAN in the East Mulberry Corridor Plan. The East Mulberry Corridor Plan has been reviewed and setbacks and buffering as defined have been provided for the project. Number: 14 Created: 5/19/2009 [5/19/09] The site is located within the Fort Collins I-25 Subarea Plan boundary and is designated Industrial District on the plan. It is located in the vicinity of Mulberry Street (1 mile to the north). Industrial and business users, along with Anheuser Busch brewery, establish the core of future industrial and employment uses in the subarea. The proposed land uses are consistent with the zoning and the I-25 Subarea Plan Number: 41 Created: 5/28/2009 [5/28/09] Developments located within 1,320 feet (1/4 mile) of the centerline of I-25 are subject to the requirements of DIVISION 3.9 DEVELOPMENT STANDARDS FOR THE I-25 CORRIDOR of the Land Use Code (LUC). The future buildings for the project will provide the material features, building variations, and form as defined for the I-25 corridor. Number: 48 Created: 5/28/2009 [5/28/09] Division 3.3 ENGINEERING STANDARDS is an important division of the LUC to review for standards that would be applicable to this development proposal. LUC standards will be met with this development. Number: 50 Created: 5/28/2009 [5/28/09] Section 3.5.1 Building and Project Compatibility of the LUC, most specifically Sections 3.5.1(A), 3.5.1(H), 3.5. l (I), and 3.5.1(J), should be reviewed for applicability to this development proposal. These sections have been reviewed and can be met with this development Topic: Landscaping Number: 47 Created: 5/28/2009 Page 1