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Home My WebLink About617 WOOD ST. (MORIE AT CAPITOL HILL) - PDP - 22-06 - CORRESPONDENCE - (6)t Number: 30 Created: 8/29/2006 [ 10/4/06] [8/29/06] If the clean -outs on the sewer services are in the driveways, traffic rated clean -outs are required. Include the standard detail. Department: Zoning Issue Contact: Peter Barnes Topic: Zoning Number: 51 Created: 9/21 /2006 [9/21/061 Section 4.7(E)(4) of the LUC requires the side yard setback to be at least 5' for the first 18' of wall height. Portions of a wall along the side lot line that exceed 18' in height require an additional setback of 1' for each 2' or fraction thereof of wall height that exceeds 18' in height. I can't tell for sure from the elevations whether or not this is met (i.e. If a part of the wall is set in or if the entire wall is in the same vertical plane). There may be a problem with the south wall of Unit A if it's 20' tall as it appears to scale to. In such case it would have to be 6' from the north lot line and it is only about 5'. There may also be a problem with additional portions of the south side of Unit A, but I can't tell if or where there's a break in the vertical plane. Be sure and return all red -lined plans when you re -submit, per the Revisions Routing Sheet, attached. 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: Randy Maizland Alpine Consulting Engineers Current Planning file #22-06 Page 4 1 Number: 39 Created: 9/ 1 /2006 [10/5/06] Please fix any more errors in the text of the report and include site specific explanation of the 5,000 sf rule. [9/ 1 /06] Please update the drainage report text to the current site and edit all inconsistencies. Number: 41 Created: 9/ 1 /2006 [10/5/06] Repeat Comment. Please document this with detailed grading on the grading plan. [9/1/06] The flows from the site need to be directed to Wood street and the alley. Please document on the drainage plan that onsite flows will not enter neighboring properties and flow to the street and alley. This needs to be done with flow arrows and spot elevations that support the design. Number: 52 Created: 10/3/2006 [ 10/3/06] The detention quantity calculation for this site is incorrect. Six times the amount of detention being proposed is required, 2425 cf is required with a .3 cfs release rate. After meeting with the City, applicant will include water quality detention and submit a variance for the quantity detention. Number: 53 Created: 10/3/2006 [ 10/3/061 Water quality detention is also requited for this site. Please include in the drainage report calculations that document the amount of water quality volume, orifice sizing, etc. Number: 55 Created: 10/5/2006 [ 10/5/061 Please include the City's standard water quality outlet structure detail on the plans. Number: 56 Created: 10/5/2006 [ 10/5/06] Please remove the incorrect orifice sizing calculation of 3 cfs in the report. .3 cfs is the 2-year historic release rate. Number: 57 Created: 10/5/2006 [10/5/06] The detention documentation is the only thing required before a hearing. Department: Stormwater-Water-Wastewater Issue Contact: Roger Buffington Topic: Water/Wastewater Number: 28 Created: 8/29/2006 [10/4/06] [8/29/06] The curb stops must be in the utility easement adjacent to Wood Street, and the meter pits must be within 2 feet of the curb stops. Page 3 s [8/ 15/06] Provide all 48 standard PDP general notes from Appendix E-1. Any notes that do not apply to the project may be lined out but should not be deleted. Number: 14 Created: 8/ 15/2006 [ 10/3/061 The lot lines are now being shown but the line types are very inconsistent or do not correspond to the legend. Please revise line types accordingly, see redlines for clarification. [8/ 15/06] Please show the existing lot line between lots 4 and 5 on all sheets in the Utility Plan set. Clearly label property lines and existing right- of-way limits. Number: 20 Created: 8/ 15/2006 [10/3/06] ROW dimensions are not properly labeled on the Site and Utility Plans. The alley ROW is 20 feet wide and Wood Street ROW is 100 feet wide as dedicated on the Capitol Hill Subdivision Plat. Please revise the labeling and dimensions on the plans accordingly. [8/ 15/06] Show and label all property lines and right-of-way limits on the Utility Plan sheet. Department: Transportation Planning Issue Contact: David Averill Topic: Utility Plans Number: 31 Created: 8/29/2006 [10/3/06] Please label and dimension all walkways on the utility plans. Thanks. [8/29/06] Sidewalk on Wood isn't represented consistently between the site and utility plan sets. What is the proposed improvement exactly? Department: Stormwater-Water-Wastewater Issue Contact: Roger Buffington Topic: Landscape Plans Number: 54 Created: 10/4/2006 [ 10/4/06] Show water and sewer services on landscape plan and provide required separation distances. Department: Stormwater-Water-Wastewater Issue Contact: Wes Lamarque Topic: Stormwater Number: 38 Created: 9/ 1 /2006 [10/5/06] Please include the net increase in a paragraph in the text of the drainage report. [9/ 1 /06] Please clearly document the impervious area's net increase for. this site. The calculations indicate the net increase to be over 7,000 sf, which would require this site to provide onsite quantity and quality detention. Page 2 !00; �3STAFF PROJECT REVIEW City af'FoR Collins CRAIG MCKEE Date: 10/09/2006 Staff has reviewed your submittal for 617 WOOD STREET, PDP - TYPE 2, and we offer the following comments: ISSUES: Department: Current Planning Issue Contact: Steve Olt Topic: Stormwater Number: 58 Created: 10/9/2006 [10/9/06] There are issues associated with the storm drainage for this development. If they can be resolved in a timely fashion and to Stormwater's satisfaction, no later than October 18th, then this item could possibly go to the Planning & Zoning Board on November 16th. Department: Engineering Issue Contact: Randy Maizland Topic: Engineering Number: 37 Created: 8/31 /2006 [10/3/06] Same comment relating to street cuts on Wood Street for water service connections. [8/31 /06] Pavement management comment - Wood Street was paved in 2003. Penalties will apply to any street cuts made on Wood Street - triple street cut fees. Topic: Site Plan Number: 8 Created: 8/ 15/2006 [10/3/06] The applicant has indicated that the standard 8 foot utility easement behind the alley ROW may not be needed by the public utility companies however, an 8 foot utility easement is being shown on the plans and no variance request has been submitted by the engineer. Until a formal variance request has been submitted and approved by the utility providers, the City will require that an 8 foot wide utility easement dedication be submitted with a $250 transportation development review fee. If a variance request is submitted and approved, the utility easement should be removed from the plans. [8/ 15/06] Alley standards require that an 8 foot wide utility easement be dedicated behind the alley right-of-way. This proposed easement shall be shown and labeled on the Site Plan. Topic: Utility Plans Number: 13 1 Created: 8/ 15/2006 [ 10/3/06] Several general notes that apply to this development were lined out on the Utility Plans. Please see the redlines for clarification on which notes can be lined out. Page 1