The URL can be used to link to this page

Home My WebLink AboutTHE FARMSTEAD - FDP - 8-03 - CORRESPONDENCE -Project: ��t�y,�e� � � Dater a y Planner: 5L7� e�2Li Traffic Operations: Engineer: '1 441— � ems Requested Kedlinedems Being Keturned c ° Z. 0 v �, c 'm o Other Items R Required �1 °' cn C m a Z. � D v . a a •� 0 Other Items being Returned Engineeringk k Stormwater x Water/Wastewater FCLWD k x Traffic Operations Trans ortation Planning Transfort En ineerin Pvmt. Light & Power Technical Services PFA TOTALS _ ,. 1 Other: Note: All redlined items should be returned With the resubmittal/revisions. Please call 22.1-6750 to schedule a resubmittal appointment, 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. You s Truly, Steve Olt, V City Planner Cc: Marc Virata Wes Lamarque Jeff Hill DMW Engineers Current Planning File #8-03 Page 6 Department: Water Wastewater Topic: General Number: 106 [7/1/04] Issue Contact: Jeff Hill Created: 10/14/2003 [4/29/041 As previously indicated! Show all gas and electric mains on the overall utility plans. Maintain 4 feet minimum separation between curb stop/meter pits and all gas/electric mains. Maintain a 4 feet minimum separation between meter pits and all building envelopes. Topic: Utilities Number: 189 Created: 7/2/2004 [7/2/04] Show and label existing as well as proposed water mains, curb stops and meter pits on the overall utility plans. Field locate and show water lines for "C" store on northeast side of LaPorte Avenue and Taft Hill Road. Number: 190 Created: 7/2/2004 [7/2/04) Provide elevations on the proposed water main and sanitary sewer service crossing at Building 2, Lot 3. Maintain 18-inches of vertical separation between sewer and water. Concrete encase sanitary sewer if above or within 18- inche of water main. Number: 191 Created: 7/2/2004 [7/2/04) Provide 10 feet of utility easement on both sides of the proposed sanitary sewer main. Provide concrete encasement detail on detail sheet. See site, landscape and utility plans for other comments. This completes staff (and outside reviewing agencies) review and comments at this time. It is possible that these issues can be addressed without going through another formal round of review. Please contact Engineering, Stormwater, and Water/Wastewater to work out arrangements on how to respond to these comments. This proposal is subject to the 90-day revision re -submittal requirement (from the date of this comment letter, being July 14, 2004) as set forth in section 2.2.11(A) of the Land Use Code. Be sure and return all red - lined plans if / when you re -submit. . Page 5 6. What will protect LaPorte Avenue from sedimentation during the construction of the new road construction that will act as a south to north funnel for stormwater and sediments? Topic: Grading Plan Number: 180 Created: 6/30/2004 [6/30/04] Please call out the landscape wall top and bottom of wall elevations. Provide a detail for the proposed landscape wall. Topic: Storm sewer profiles Number: 167 Created: 4/30/2004 [6/30/041 Still need a profile for the pipe north of building 2. [4/30/04] Please provide a profile for all .proposed storm sewers and for the box across Pennsylvania Street. Topic: Utility Plans Number: 164 Created: 4/30/2004 [6/30/041 The revised pond outfall plans call for a 24" CMP and a swale from the junction box north to the outfall on Taft Hill Road. Please provide a detail for the the proposed grate over the junction box. Please call out a seeding for the swale and provide erosion protection during construction. Please provide buried riprap at the downstream end of the pipe. This pipe is on County ROW and serves City property, there will need to be an agreement between the City and the County as to who is responsible for maintenance of this pipe. Apparently the pipe is in its entirety within County ROW and Larimer County_Engineering should be routed these plans, and should sign off on these prior to City approval. Please call out the type and size of the storm pipe north of Building 2. Department: Transportation Planning Issue Contact: Tom Reiff Topic: General Number: 179 Created: 6/29/2004 (6/29/04] No further comments. Page 4 0 Number: 196 Created: 7/12/2004 [7/12/04] The truncated dome detail is nearing completion but not yet available. If there is a timing issue, sketched drawings are available that would need to be converted to CAD and placed on the plan set. Department: Stormwater Utility Issue Contact: Basil Hamdan Topic: Ditch company signature Number: 150 Created: 4/27/2004 (6/30/041 [4/27/04] Ditch company should sign off on utility plans and plat prior to submission of mylars to the City. Topic: Erosion Control Number: 87 Created: 3/28/2003 [6/29/04] Third Review June 28, 2004 . 1. The surety calculation is incorrect. Cost for silt fencing is low, cost for revegetation for the entire acreage is now $725 per acre for areas greater than 5 acres, $775 per acre for areas less than 5 acres. Also, not all of the BMP's indicated on the plan are included. 2. There must be a project schedule on the plan indicating when various BMP's are to be installed and/or removed in relation to the stages of construction. Don't name specific months, use Month 1, 2, 3, etc. 3. Is the'sediment trap in the pond to be accomplished by over -excavation or by utilization of an outlet filter ? Please indicate on the plan. 4. The southeast bank of the New Mercer canal is not protected by any silt fencing. This would seem to indicate that the triangular area near Taft Hill Road will not be disturbed by this project, although new sidewalks are.shown here. Why is the canal not protected from these upslope constructions. Please correct appropriately. 5. The sidewalk construction along LaPorte Ave. is outside the area protected by the silt fencing there. What will protect downstream areas (LaPorte Avenue) from this construction? Page 3 Number: 155 Created: 4/28/2004 [7/9/04] Carried over for reference. [4/28/041 The plans will need to be modified at a later date to reflect the installation of the water line and driveway cut as existing referenced in the previous comment. Number: 162 Created: 4/30/2004 [6/18/04] The plans do not indicate the driveway is to be removed; the consultant engineer had indicated in a meeting that the ditch company does not need this access point and that it can be removed. [4/30/04] The existing driveway out to Taft Hill Road should be removed with the work done referenced in Comment #154 unless the ditch company needs this access point. Topic: Plat Number: 192 Created: 7/12/2004 (7/12/041 The plat language (including guarantees and the notice of.other documents) is.outdated and actually a little more restrictive. I'd suggest amending it to the language attached, which can be electronically emailed if desired. Topic: Utility Plans Number: 178 Created: 6/18/2004 [6/18/04] The street profile sheet should show the box culvert on the profile view of both flowlines as well as the cross pan and sanitary sewer main that crosses the street into the private drive. Number: 193 Created: 7/12/2004 [7/12/041 On Sheet 11, indicate the scale for the blow-up of the street (1"=101). Number: 194 Created: 7/12/2004 [7/12/04] Add detail figure 11-8 in LCUASS to the box culvert detail sheet. Number: 195 Created: 7/12/2004 [7/12/04] Ensure the Type III barricade detail is provided. It doesn't appear to be on the plan set. Page 2 0 STAFF PROJECT REVIEW City of Fort Collins M. Torgerson Architects Date: 07/14/2004 c/o Mikal Torgerson & Troy Jones 223 North College Avenue Fort Collins, CO. Staff has reviewed your submittal for THE FARMSTEAD, FINAL COMPLIANCE - (TYPE 1 - LUC) - #8-03, and we offer the following comments: ISSUES: Department: Current Planning Issue Contact: Steve Olt Topic: General Number: 197 Created: 7/14/2004 (7/14/041 Current Planning has no further comments at this time. I will be ready to request mylars of the Site Plan, Landscape Plan,. Building Elevations,. and subdivision plat when Engineering calls for utility plan mylars. At that time 1 mylar each of the Site, Landscape, & Building Elevation Plans, and 3 mylars of the subdivision plat (at least 1 mylar must have original signatures) will be submitted to the Current Planning Department. Department: Engineering Issue Contact: Marc Virata Topic: Box Culvert Design Number: 177 Created: 6/18/2004 [6/18/04] Prior to sign off on mylars for the project, provide signed and stamped structural calculations by a structural engineer on the box culvert design. Topic: General Number: 154 Created: 4/28/2004 [6/18/041 Carried over for reference. (4/28/041 The developer should look at having the water line connection as well as the new driveway approach out to Taft Hill Road constructed in advance of the City's in -place street work on Taft Hill in order to avoid cutting into a newly redone street. The developer would need to fill out an excavation permit through Engineering in order to accomplish this. The developer will need to have City licensed concrete, utility and asphalt contractors to do this work. Contact Rick Richter (221-6605) in order to coordinate. Page I