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HomeMy WebLinkAboutLEMAY AVENUE CRAFT BREWERY & SELF-STORAGE FACILITY - FDP - FDP160005 - CORRESPONDENCE - REVISIONS1 Community Development and Neighborhood Services 281 North College Avenue PO Box 580 Fort Collins, CO 80522 970.221.6750 970.224.6134 - fax fcgov.com/developmentreview February 27, 2016 Ken Merritt JR PLANNING & ENGINEERING 2900 S COLLEGE AVE SUITE 3C Fort Collins, CO 80525 RE: Lemay Avenue Craft Brewery & Self-Storage Facility, FDP160005, Round Number 1 Please see the following summary of comments from City staff and outside reviewing agencies for your submittal of the above referenced project. If you have questions about any comments, you may contact the individual commenter or direct your questions through the Project Planner, Ted Shepard, at 970-221-6343 or tshepard@fcgov.com. Comment Summary: Department: Planning Services Contact: Ted Shepard, 970-221-6343, tshepard@fcgov.com Topic: General Comment Number: 1 Comment Originated: 02/24/2016 02/24/2016: There are two light fixtures, LT-B and LT-C that are specified to have Kelvin temperatures that exceed 3,000 degrees. Given the glare associated the LED lighting that exceeds 3,000 Kelvin, and the proximity to the neighborhood to the east, the color tone of these two fixtures must be reduced. JR Response: Light fixtures were changed to 3,000 degrees. Comment Number: 2 Comment Originated: 02/24/2016 02/24/2016: Be sure that the stormwater drainage and quality treatment system has fully accounted for the future development of Lot 3. JR Response: The stormwater drainage system accounts for future Lot 3 at 60% impervious. Comment Number: 3 Comment Originated: 02/27/2016 02/27/2016: Be sure that all electrical transformers are indicated on both the Site Plan and Landscape Plan. If the applicant is interested in having these transformers painted by local artists, please contact Ellen Martin, Art In Public Spaces Administrator, 416-2789 or emartin@fcgov.com. JR Response: Electrical transformer added to site plan and landscape plan. Noted. 2 Department: Engineering Development Review Contact: Marc Ragasa, 970.221.6603, mragasa@fcgov.com Topic: General Comment Number: 1 Comment Originated: 02/24/2016 02/24/2016: Check with Poudre Fire Authority regarding the Emergency Access Easement boundaries. Parking is not allowed in emergency access easements. This also applies to the loading area between shown between Building C and Building B. JR Response: No Parking signs were added within the Emergency Access Easement boundary. Comment Number: 2 Comment Originated: 02/24/2016 02/24/2016: Portions of the Certificate of Dedication Statement is missing on the Plat. Please provide more information. JR Response: Addressed Comment Number: 3 Comment Originated: 02/24/2016 02/24/2016: Between the Horizontal Control Plan sheet and the Utility Plan sheet, please show all easements in the Utility Plans. The attached plat for reference is not sufficient. JR Response: All easements were added to the Horizontal Control Plan and the Utility Plan. Comment Number: 4 Comment Originated: 02/24/2016 02/24/2016: Show all easements on the Utility Plan sheet as what is being proposed. Do not show easements that are being modified with the replat. JR Response: Addressed. Only proposed easements are shown. Comment Number: 5 Comment Originated: 02/24/2016 02/24/2016: Cover over storm sewer in Buckingham Street as well as Lemay Avenue does not meet the minimum cover. As proposed Engineering would not support the design. Other solutions will be needed to achieve more cover over the storm lines. A pan be used across Buckingham Street along Lemay? It is unsure how cover will be met at the inlet on Buckingham and the pipe to the north to the New Belgium site. JR Response: Section of Buckingham roadway over storm pipe changed to concrete to protect pipe. Comment Number: 6 Comment Originated: 02/24/2016 02/24/2016: The transition length on Buckingham Street is measured from the flowline on Lemay Avenue. Please adjust the intersection detail and the profile details on Buckingham Street. JR Response: The grading transition length ties into the point where the road surface changes from concrete to asphalt. Comment Number: 7 Comment Originated: 02/24/2016 02/24/2016: Show radius for the proposed ramp at the SW corner of Lemay and Buckingham. See redlines. Show cross slopes on the intersection detail as well. JR Response: Addressed. Ramp radius and cross slopes added to intersection grading detail. 3 Comment Number: 8 Comment Originated: 02/24/2016 02/24/2016: Show the existing flowline slope for the Buckingham Street profile to the west. JR Response: Addressed, existing flowline slope added to profile. Comment Number: 9 Comment Originated: 02/24/2016 02/24/2016: Show ultimate cross section of Buckingham Street on Sheet 14 or the Cover Sheet. The striping plan for the ultimate configuration is also needed for Buckingham Street on Sheet 14. JR Response: The ultimate cross section for Buckingham added to cover and striping plan added as well. Comment Number: 10 Comment Originated: 02/24/2016 02/24/2016: Is Buckingham Street being rebuilt from the property line on the west to Lemay Avenue on the east? JR Response: Yes. Comment Number: 11 Comment Originated: 02/24/2016 02/24/2016: Show the interim/ultimate and the ultimate cross section of Lemay Avenue on Sheet 15 or the Cover Sheet. The striping plan for the ultimate configuration is also needed for Lemay Avenue on Sheet 15. JR Response: Ultimate configuration for Lemay added. Comment Number: 12 Comment Originated: 02/24/2016 02/24/2016: A legend is needed on each sheet identifying the symbols used on each particular sheet. JR Response: Legend added to each sheet. Comment Number: 13 Comment Originated: 02/24/2016 02/24/2016: Show the existing and proposed cross slopes for each cross section for the provided cross sections for Lemay and Buckingham (Sheets 16 and 17) JR Response: Addressed Comment Number: 14 Comment Originated: 02/24/2016 02/24/2016: Use LCUASS details for curb, gutter and sidewalk instead of Stormwater Detail D-6. JR Response: Addressed Department: Forestry Contact: Tim Buchanan, 970-221-6361, tbuchanan@fcgov.com Topic: Landscape Plans Comment Number: 4 Comment Originated: 02/25/2016 02/25/2016: Some discussion at the site meeting to review trees near PRPA lines may have suggested that the 5 Austrian Pines be changed to Bosnia Pine for their smaller mature size. Please review meeting notes to see if that was the case. Thank you. JR Response: Trees changed to Vanderwolf Pines. 4 Department: Internal Services Contact: Russell Hovland, 970-416-2341, rhovland@fcgov.com Topic: Building Insp Plan Review Comment Number: 1 Comment Originated: 02/19/2016 02/19/2016: Building Permit Pre-Submittal Meeting: Pre-Submittal meetings are required to assist the designer/builder by assuring, early on in the design, that the new commercial or multi-family projects are on track to complying with all of the adopted City codes and Standards listed below. The proposed project should be in the early to mid-design stage for this meeting to be effective and is typically scheduled after the Current Planning conceptual review meeting. Applicants of new commercial or multi-family projects are advised to call 416-2341 to schedule a pre-submittal meeting. Applicants should be prepared to present site plans, floor plans, and elevations and be able to discuss code issues of occupancy, square footage and type of construction being proposed. Construction shall comply with the following adopted codes as amended: 2012 International Building Code (IBC) 2012 International Residential Code (IRC) 2012 International Energy Conservation Code (IECC) 2012 International Mechanical Code (IMC) 2012 International Fuel Gas Code (IFGC) 2012 International Plumbing Code (IPC) as amended by the State of Colorado 2014 National Electrical Code (NEC) as amended by the State of Colorado Fort Collins has amendments to most of the codes listed above. See the fcgov.com web page to view them. Accessibility: State Law CRS 9-5 & ICC/ANSI A117.1-2009. Snow Load Live Load: 30 PSF / Ground Snow Load 30 PSF. Frost Depth: 30 inches. Wind Load: 100- MPH 3 Second Gust Exposure B. Seismic Design: Category B. Climate Zone: Zone 5 Energy Code Use 1. Single Family; Duplex; Townhomes: 2012 IRC Chapter 11 or 2012 IECC. 2. Multi-family and Condominiums 3 stories max: 2012 IECC residential chapter. 3. Commercial and Multi-family 4 stories and taller: 2012 IECC commercial chapter. Project specific concerns: 1. Upgraded insulation is required for buildings using electric heat or cooling. 2. Exterior walls and roof must meet a STC (sound resistance) rating of 40 min. 5 if building located within 1000ft to train tracks. 3. Low-flow Watersense plumbing fixtures (toilet, faucets, shower heads) are required. 4. Low VOC interior finishes. JR Response: Noted Department: Light And Power Contact: Coy Althoff, , CAlthoff@fcgov.com Topic: General Comment Number: 1 Comment Originated: 02/23/2016 02/23/2016: 3-phase electric service is available to this facility. The nearest underground vault with open positions is located on the S.W. corner of N. Lemay Ave. and Buckingham St. JR Response: Noted Comment Number: 2 Comment Originated: 02/23/2016 02/23/2016: New development, electric capacity fee, building site charges and any system modification charges will apply to this development. JR Response: Noted Comment Number: 3 Comment Originated: 02/23/2016 02/23/2016: Streetlights are placed along public streets by light and power. A 40' separation on both side of the light is required between canopy trees and streetlights. A 15' separation on both sides of the light is required between ornamental trees and streetlights. ***NOTE: Due to the overhead high voltage power transmission lines running along the West side of Lemay Ave. street lights would be placed on the East side of Lemay; therefore it is not necessary to depict their locations on your final plans. Please work with Light and Power Engineering for the streetlight locations along Buckingham St. JR Response: Noted Comment Number: 4 Comment Originated: 02/23/2016 02/23/2016: Transformer locations shall be within 10' of a paved surface and must have a minimum of an 8' clearance from the front side and a 3' clearance around the sides and rear. (1000 kVA up to 2500 kVA requires 4' around the sides and rear.) JR Response: Addressed Comment Number: 5 Comment Originated: 02/23/2016 02/23/2016: Contact Light & Power Engineering to coordinate meter locations for this facility. JR Response: Noted Comment Number: 6 Comment Originated: 02/23/2016 02/23/2016: Please provide a one line diagram and a C-1 form to Light and Power Engineering. The C-1 form can be found at: http://zeus.fcgov.com/utils-procedures/files/EngWiki/WikiPdfs/C/C-1Form.pdf JR Response: Noted 6 Comment Number: 7 Comment Originated: 02/23/2016 02/23/2016: Please contact Light & Power Engineering if you have any questions at 221-6700. Please reference our policies, development charge processes, and use our fee estimator at http://www.fcgov.com/utilities/business/builders-and-developers. JR Response: Noted Department: Stormwater Engineering Contact: Jesse Schlam, 970-218-2932, jschlam@fcgov.com Topic: Erosion Control Comment Number: 1 Comment Originated: 02/05/2016 02/05/2016: Erosion Control Report has some minor redlines. Erosion Control Escrow Calc. needs to be fixed as the figures given seem unrealistic. Erosion Control Plan has major problems and areas that need to be addressed. Please see returned documents for those redline comments. If you need clarification concerning this section, or if there are any questions please contact Jesse Schlam 970-218-2932 or email @ jschlam@fcgov.com JR Response: Erosion Control comments addressed. Contact: Wes Lamarque, 970-416-2418, wlamarque@fcgov.com Topic: General Comment Number: 2 Comment Originated: 02/24/2016 02/24/2016: The quantity detention calculations are not consistent with the City of Fort Collins's rainfall. Please revise pond sizing calculations. JR Response: Detention calcs changed Comment Number: 3 Comment Originated: 02/24/2016 02/24/2016: The void space in the gravel at the bottom of the quantity detention basin can not be used for volume. The void space would eventually fill with sediment without a filtering device. Void space can be counted for quantity detention in porous pavement systems due to the filtering top layer of the paver section. Another reason the volume cannot be counted is due to this lower section not having a gravity outfall. JR Response: The gravel pit in the bottom of the pond has been removed. Comment Number: 4 Comment Originated: 02/24/2016 02/24/2016: The drainage report specifies that standard water quality is not needed due to the site treating 100 percent of the site with a LID technique. The calculations show that water quality is still being provided in the main detention basin. Please revise so the report is consistent. JR Response: WQ is not need in the pond because 100% of the site is treated by LIDs. The WQ plate has been taken out of pond outlet structure. 7 Comment Number: 5 Comment Originated: 02/24/2016 02/24/2016: LID sizing calculations are required in the drainage report to verify that the bio-swales and the bio-retention ponds are sized correctly for the area draining to them. Also, the LID exhibit should help clarify not only how each basin is being treated with multiple treatments, but verify that these treatments were sized appropriately. JR Response: LID sizing calcs added to the drainage report and a table added to the LID exhibit. Comment Number: 6 Comment Originated: 02/24/2016 02/24/2016: The pre-sedimentation basins just north of the large quantity detention basin is required to function as a bio-retention basin to count as LID treatment. This would include an underdrain system that drains into the large detention basin. JR Response: Underdrain system added to pre-sedimentation basins north of the detention pond. Comment Number: 7 Comment Originated: 02/24/2016 02/24/2016: Please label all storm sewer as public or private on the storm sewer plan and profile sheet. JR Response: Addressed Comment Number: 8 Comment Originated: 02/24/2016 02/24/2016: The stationing on the storm sewer plan and profiles has some inconsistencies between plan and profile. Please revise. JR Response: Addressed Comment Number: 9 Comment Originated: 02/24/2016 02/24/2016: The City would like to discuss the LID treatment in the right-of-way. This is not required for the little impervious area in Basin M and N. It also may be best to not include the sumps in this location. JR Response: LID treatment in the right-of-way of Lemay has been removed. Comment Number: 10 Comment Originated: 02/24/2016 02/24/2016: Please add a detention pond summary table to the proposed drainage plan. JR Response: Addressed Comment Number: 11 Comment Originated: 02/24/2016 02/24/2016: Please revise the detention basin outlet structure to not include water quality. Also, the City's standard water quality outlet structure detail can be removed or customized. JR Response: The water quality plate has been removed from the outlet structure. Department: Technical Services Contact: Jeff County, 970-221-6588, jcounty@fcgov.com Topic: Building Elevations Comment Number: 6 Comment Originated: 02/24/2016 02/24/2016: No comments. JR Response: Noted 8 Topic: Construction Drawings Comment Number: 8 Comment Originated: 02/24/2016 02/24/2016: Please use benchmarks that are close to the project site. JR Response: Addressed Comment Number: 9 Comment Originated: 02/24/2016 02/24/2016: There are spelling issues with some text. See redlines. JR Response: Addressed Comment Number: 10 Comment Originated: 02/24/2016 02/24/2016: All benchmark statements must match on all sheets. JR Response: Addressed Comment Number: 11 Comment Originated: 02/24/2016 02/24/2016: There are line over text issues. See redlines. JR Response: Addressed Comment Number: 12 Comment Originated: 02/24/2016 02/24/2016: There is text that needs to be rotated 180 degrees. See redlines. JR Response: Addressed Topic: Landscape Plans Comment Number: 5 Comment Originated: 02/24/2016 02/24/2016: Sheet 8 is missing from the review set. JR Response: Addressed Topic: Lighting Plan Comment Number: 7 Comment Originated: 02/24/2016 02/24/2016: No comments. JR Response: Noted Topic: Plat Comment Number: 1 Comment Originated: 02/23/2016 02/23/2016: How does Lot 3 get access? JR Response: Extended Access along Lot 3 frontage Comment Number: 2 Comment Originated: 02/23/2016 02/23/2016: There are no Utility Easements on or adjoining Lot 3. JR Response: Extended utility easement along Lot 3 frontage Comment Number: 3 Comment Originated: 02/23/2016 02/23/2016: The limits of the Access & Utility portions of the easement are still confusing. Please consider another hatch to define those areas on top of the solid hatch for Drainage. See redlines. JR Response: Added hatch to clarify Topic: Site Plan Comment Number: 4 Comment Originated: 02/24/2016 02/24/2016: Some of the titles in the sheet index do not match the titles on the noted sheets. See redlines. JR Response: Addressed 9 Department: Traffic Operation Contact: Martina Wilkinson, 970-221-6887, mwilkinson@fcgov.com Topic: General Comment Number: 1 Comment Originated: 02/24/2016 02/24/2016: striping redlines are ready. These need to be re-reviewed prior to mylar. JR Response: Striping redlines addressed. Department: Water Conservation Contact: Eric Olson, 970-221-6704, eolson@fcgov.com Topic: General Comment Number: 1 Comment Originated: 02/19/2016 02/19/2016: A landscape plan shall contain accurate and identifiable hydrozones, including a water budget chart that shows the total annual water use, which shall not exceed fifteen (15) gallons per square foot over the site. If you have questions contact Eric Olson at eolson@fcgov.com or 970-221-6704. JR Response: Addressed, hydrozone plan shows a total of 9.42 gallons per square foot for the site. Comment Number: 2 Comment Originated: 02/19/2016 02/19/2016: Irrigation plans are required no later than at the time of building permit. The irrigation plans must comply with the provisions outlined in Section 3.2.1(J) of the Land Use Code. Direct questions concerning irrigation requirements to Eric Olson, at 221-6704 or eolson@fcgov.com JR Response: Noted Department: Water-Wastewater Engineering Contact: Wes Lamarque, 970-416-2418, wlamarque@fcgov.com Topic: General Comment Number: 1 Comment Originated: 02/24/2016 02/24/2016: Please adjust the sanitary main so the main is centered within the 30 foot utility easement. See redlines. JR Response: Addressed Comment Number: 2 Comment Originated: 02/24/2016 02/24/2016: Please add and label all the 4-inch fire services to include a thrust block. JR Response: Addressed Comment Number: 3 Comment Originated: 02/24/2016 02/24/2016: The domestic water service for the craft brewery is labeled as a 1 1/2 inch as well as a 1 inch. Please clarify. JR Response: The water service for the craft brewery was changed to 2 inch. Comment Number: 4 Comment Originated: 02/24/2016 02/24/2016: Please show the water service crossing on the sanitary sewer profiles. JR Response: Addressed 10 Comment Number: 5 Comment Originated: 02/24/2016 02/24/2016: Please show the water main crossings on the storm sewer profiles. There are two crossings that are unknown if any conflicts exist. JR Response: Addressed, waterline may need to be encased due to possible cover problems. Department: Zoning Contact: Noah Beals, 970-416-2313, nbeals@fcgov.com Topic: General Comment Number: 1 Comment Originated: 02/24/2016 02/24/2016: The note on the Lot 3 of the Landscape Plan is not clear. JR Response: Addressed. Comment Number: 2 Comment Originated: 02/24/2016 02/24/2016: Can the access easement extend a little further south along Lot 3? JR Response: Access easement extended south to corner.