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Home My WebLink AboutAGNEW CAR WASH - PDP - 32-06 - CORRESPONDENCE - (7)Please see notes in drainage report and on the plans. The Product 6 corridor line is missing from on the plat. Department: Stormwater-Water-Wastewater Issue Contact: Roger Buffington Topic: WaterMastewater Number: 36 Created: 12/4/2006 [1/23/07] [12/4/06] Label size of water service. Number: 37 Created: 12/4/2006 [1/23/07] Add note to protect in place during construction. [12/4/06] The 24-inch water main is cathodically protected. There is a CP test station west of the existing air release MH. Show location of the test station and add note to protect during construction. Number: 39 Created: 12/4/2006 [1123/07] Add details noted on redlined utility plans. (I can email the details if needed.) [12/4/06] At Final Compliance, include appropriate City standard details. Number: 69 Created: 1 /23/2007 [1/23/07] See redlined utility plans for other comments. Page 4 Number: 75 Created: 1 /23/2007 [1/23/07] Please correct minor line over text problems. See redlines. Topic: Engineering - Utiltity Plan Number: 18 Created: 12/1 /2006 [1/11/07] The required parking set back of 50 feet minimum has still not been met. Please submit a formal variance request with justification.. See redline comments. [12/1/06] The first few parking stalls off of the frontage road driveway do not meet the minimum parking set back requirement, see LCUASS Figure 19-6. You may submit a formal variance request for consideration which will be granted or denied based on site conditions and justification provided. Number: 21 Created: 12/1 /2006 [1/11/07] Street cut limits should be shown east of the proposed dive approach near the easterly property boundary. [12/1/06] Show and label the proposed limits of street cut on the Overall Utility Plan sheet just east of the proposed driveway cut and east of the proposed sanitary sewer connection. Topic: Technical Services - Survey Number: 51 Created: 12/6/2006 [1/11/07] [12/6/06] Please show how Mulberry & Lemay were dedicated. Department: Stormwater-Water-Wastewater Issue Contact: Wes Lamarque Topic: Floodplain Number: 68 Created: 1 /22/2007 [1/22/07] Please refer to the Floodplain Development Review Checklists (50% and 100%) for items to be on the plat, plans and drainage report. These forms are available on our website: http://fcgov.com/stormwater/floodplain-forms.php - REPEAT COMMENT Please include the FEMA cross-section line on the grading plan. Only the BFE line was shown. — REPEAT COMMENT Please include the following notes on the grading plan and also discuss in the drainage report: - REPEAT COMMENT • BFE at upstream end of building • Regulatory flood protection elevation (BFE + 24 inches) • All HVAC and electrical must be elevated or floodproofed above the regulatory flood protection elevation. • Type of foundation (i.e. slab -on -grade) The BFE given in the drainage report is at the upstream side of the property. Please give the BFE at the upstream side of the building. This is what their flood insurance rates will be based on. Therefore, you don't want to have a higher BFE listed that what should be put on the elevation certificate. There is one chemical, The Option, that would make this facility a critical facility because in concentrate form it is considered a corrosive. Please try to find a different chemical and resubmit that MSDS for review. Page 3 [1/11/07] Please relocate the sign monument out of the ROW. Number: 63 1 Created: 1 /11 /2007 [1/11/07] The detached sidewalk around the cul-de-sac shall be constructed in the Ultimate location/elevation. Please revise the typical Frontage Road Section and Grading Plan to show that the concrete sidewalk and parkway will be graded and constructed approximately 6 inches higher than the street pavement. Standard cross slope for sidewalks and parkways is 2 percent. Per CDOT, no curb and gutter is required to be constructed on the frontage road for this project. An earth swale may be needed in the parkway to collect and convey any street drainage in the cul-de-sac since no gutter is proposed. See redline comments for clarification. Number: 64 Created: 1 /11 /2007 [1/11/07] There is an existing drain pipe at the end of the frontage road that is labelled to be plugged and abondoned. Please explain how your frontage road design allows for this to occur. Where will the the water go that was being carried by this pipe. I am assuming that the existing flow is coming from the ditch near Mulberry and is being conveyed south through the pipe toward the property and leading to the river ? Number: 65 Created: 1 /11 /2007 [1/11/07] Please show drainage patterns on the cul-de-sac using arrows. If drainage is being conveyed toward the parkway, a swale may be needed in the parkway since no curb and gutter is being proposed. Number: 66 Created: 1 /11 /2007 [1/11/07] Please provide all elevations, dimensions and slopes per LCUASS Figure 7-19 on your street design for the cul-de-sac. Number: 67 Created: 1 /16/2007 [1/16/07] The minimum radius required for the turn around is 50 feet per the LCUASS standards and PFA requirements. The proposed design shows a 48 foot radius. You will need to submit a variance request with adequate justification for the reduced radius dimension for consideration and a letter of approval from PFA must be provided. Topic: Engineering - Technical services Number: 70 Created: 1 /23/2007 [1/23/071 Boundary and Legal close. Number: 71 Created: 1/23/2007 [1/23/07] Product - 6 - line is too light / fine to show well for scanning or copying purposes. Please use heavier line type. Number: 72 Created: 1 /23/2007 [1/23/07] Cap LS no. at SE corner ? Number: 73 Created: 1 /23/2007 [1/23/07] Provide distances to locate existing storm drainage easement. Number: 74 Created: 1 /23/2007 [1/23/07] Mulberry ROW should have been obtained by CDOT. Lemey ROW should have been granted to the City. Please contact Real Estate Services for clarification. Page 2 �� STAFF PROJECT REVIEW City of Fort Collins JOHN AGNEW & ANDREA AGNEW Date: 01/24/2007 P.O. BOX 827 FRISCO, CO 80443 Staff has reviewed your submittal for AGNEW CAR WASH PDP - TYPE I, and we offer the following comments: ISSUES: Department: Engineering Issue Contact: Randy Maizland Topic: Engineering Number: 54 Created: 1 /11 /2007 [1/11/07] Please add the month and year below the title and legal description on the cover sheet. Number: 55 Created: 1 /11 /2007 [1/11/07] Revise the index on the cover sheet to include the Plat for reference as sheet 2 and move the detail sheet to the end of the plan set. Number: 56 Created: 1 /11 /2007 (1/11/07] Per LCUASS Appendix E, 2 City of Fort Collins benchmarks shall be provided. Revise the BM info on the cover sheet accordingly. Number: 57 Created: 1 /11 /2007 [1111/07] A variance request will be required for the parking set back from the frontage road. Please submit a formal variance request with justification and include this variance request on the cover sheet, General Note No. 48 Number: 58 Created: 1 /11 /2007 [1/11/07] The approximate limits of street cut should be located east of the proposed drive approach near the easterly property boundary. 1 Number: 59 Created: 1 /11 /2007 [1/11/07) The isting concrete walk at the corner of Mulberry and Lemay was constructed o purpose of providing bicyclists a connection to the frontage road to keep them off of Mulberry. Please provide a concrete walk/path connection from the existing walk to the proposed frontage road pavement as shown on the redlines. The path should be no less than 5 feet in width. Number: 60 Created: 1 /11 /2007 [1/11/07] Please show the proposed power connection to the transformer shown on the west side of the property. Number: 61 Created: 1 /11 /2007 [1/11/07] If a connection is being made to a.Fort Collins -Loveland water main or Boxelder sewer, a signature block for that district must be provided on the plans. Cover sheet and Overall Utility Plan sheet. Number: 62 Created: 1 /11 /2007 Page 1