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Home My WebLink AboutDRAKE CROSSING, SAFEWAY FUEL CENTER - FDP - 35-96E - CORRESPONDENCE - REVISIONSJohn C. Scales Encl. FASAFEWAMA2913-Taft & Drake\doc\SA2913-jlf-final compliance response.doc [9/22/06] 1. The grading/erosion control notes on sheet CG1.1 are incorrect, please delete and replace with the correct City of Fort Collins notes. The correct notes have been placed on the grading/erosion control sheet. It appears that there is a relatively large amount of earthwork on the site for the area, and that the erosion control plan as submitted does not adequately address the work being done. In addition, there are no calculations, project schedule, report, or surety calculation. Please submit. The grading/erosion control plan has been revised to include; vehicle tracking pad, straw bale dike, and more silt fence. Performance Standard & Effectiveness calculations have now been included in the Drainage & Erosion Control Letter. The project schedule can be found on sheet grading & erosion control sheet CG1.1. The surety calculation is included in the Drainage & Erosion Control Letter and is set at $1,000.00. Bob Zackley has approved these modifications. Department: Stormwater-Water-Wastewater Issue Contact: Roger Buffington Topic: Water/Wastewater Number: 18 Created: 5/10/2006 [9/21/06] (Repeat comment) The separate sewer services may connect to the MH or directly to the 8-inch sewer. The Utility plan has been revised to remove manhole and tap directly into the 8" sanitary sewer. [6/20/06] Provide separate sewer services (from carwash and from C-store) to the manhole on the 8-inch public as marked on the previous redlined plans There are now two separate sewer service taps on the 8" sanitary sewer line. [5/10/06] See plans for other comments. Noted, Thank you. Number: 59 Created: 9/21 /2006 [9/21/06] See red -lined plans for other comments. Noted, Thank you. We trust that this resubmittal satisfactorily addresses the City Staff's comments and concerns. Sincerely Galloway, Romero & Associates FASAFEWAV\SA2913-Taft & Drake\doc\SA2913-Ilf-fina1 compliance response.doc Storm water has now received the utility plan. [5/9106] Per conceptual review comment, spill containment for the fuel pump area is required. The City has a standard detail in electronic form. The spill containment detail on sheet CU1.1 has been modified to meet the requirements for this site. It has been reviewed and approved by Wes Lemarque. Number: 10 Created: 5/9/2006 [9122/06] Repeat Comment. Need to show drainage easement on the grading plan and need to see signed easement before signing of mylars. [6/20/06] Will determine necessary drainage easement locations at final compliance. [5/9/06] Any drainage facilities within the site is required to be included within a drainage easement. There is an existing 20' wide utility & drainage easement and a 6' wide utility easement that was dedicated by plat of Brown Farm Third Filing. These easements fulfill the requirements to include any drainage facilities within a drainage easement. Randy Maizland has given an OK that these existing easements fulfill those requirements. The necessary utility easements have been finalized and signed for the two proposed water lines. Please see attached "Exhibit A" for the two recorded Utility Easements. The deed of dedication and attorney's certification has been signed and notarized for both of these easements. Number: 57 Created: 9/20/2006 [9/20/06] The spill containment detail is more of a schematic and needs to be a construction detail with structural design included. The spill containment detail on sheet CU1.1 has been modified to meet the requirements for this site and include structural design. It has been reviewed and approved by Wes Lemarque. Number: 60 Created: 9/22/2006 [9/22/06] Please define the ridgelines for the various sub -basins throughout the site. Only a partial are illustrated. The grading plan has been revised to show all ridgelines. Number: 61 Created: 9/22/2006 [9/22/06] Detail D46, water quality outlet structure, has been slightly modified. Please insert the new detail into the plans. I can email the new drawing. The new detail has been inserted to replace the old detail D-46. Topic: Stormwater-Erosion Control Number: 62 Created: 9/22/2006 FASAFEWAV1SA2913-Taft & DrakeWoOSA2913-jlf-final compliance response.eoc [9/12/06] Refer to the Detail Sheet CU1.3 - Detail D-14, Gutter Cross Pan. I do not see where a cross pan is being proposed. Please call it out on the Grading Plan sheet with a construction note or remove the detail. There will be two gutter cross pans. They have been called out on the site plan with note # 25. "Existing access point to be reconfigured with new cross pans. (typ. 2)(see detail sheet CU1.3)" A construction note stating the same will be added to the grading plan. Number: 56 Created: 9/12/2006 [9/12/06] If other departments have no comments then minor corrections may be made and mylars submitted, with red -lines returned. Noted, Thank you. Department: Light & Power Issue Contact: Doug Martine Topic: Electric utility Number: 2 Created: 4/20/2006 [8/29/06] [4120106] The existing electric service to the car wash is 300 amps. Since the fuel station will need 1200 amps, it will be necessary to change the transformer to a larger one in the same location. The Light & Power charges for the additional capacity plus costs to change the transformer are estimated to be $15,000.00. These charges will be a separate invoice, not included with other building permit fees. Contact Light & Power Engineering at (970)221-6700 to initiate the invoice and utility work. Noted, Thank you. Department: PFA Issue Contact: Carie Dann Topic: Fire Number: 58 Created: 9/20/2006 [9/20/06] No additional comments or concerns. Department: Stormwater-Water-Wastewater Issue Contact: Wes Lamarque Topic: Stormwater Number: 7 Created: 5/9/2006 [9/20/06] All the fuel pumps and gas storage tank area needs to drain to the spill containment area. There seems to be some areas that drain to the other curb cut. The grading plan has been revised to show that all pump and gas storage areas drain to the curb cut which drains into the spill containment device. [6/20/06] No utility plan was received by Stormwater. Will review at final compliance. FASAFEWAY\SA2913-Taft & Drake\doc\SA2913-Ilf-final compliance response.doc 'TOO Galloway, Romero & Associates JDesign Engineering Planning 5350 DTC Parkway Greenwood Village, Colorado 80111-3006 (303) 770-8884 (303) 770-3636 fax E-mail: john_scales@graa.com October 11, 2006 Steve Olt City of Fort Collins Current Planning Department 281 North College Avenue P. O. Box 580 Fort Collins, CO 80522-0580 Re: Safeway Fuel Facility — Final Compliance Submittal Drake Crossing Shopping Center Fort Collins, CO Response to % 2006 Review Comments Dear Mr. Olt: Please accept this Final Compliance re -submittal for the Safeway Fuel Facility referenced above. The plans included in this submittal have been revised to address the review comments contained within the Staff Project Review dated 6/29/2006. The following are itemized responses corresponding to the Staff's review comments. Your comments are in bold and our responses are in italics. ISSUES: Department: Engineering Issue Contact: Randy Maizland Topic: Stormwater Number: 53 Created: 9/12/2006 [9/12/06] Please make minor changes to the title on the cover sheet per the redline check print. Changes have been made per redlines. Number: 54 Created: 9/12/2006 [9/12/06] The Lighting Plan will be included with the Site & Landscape Plans. Please remove the Lighting Plan sheet from the Utility Plan set and revise the index on the cover sheet. Add the ALTA survey to the index on the cover sheet. The lighting plan has been removed from the utility plan set and the cover sheet index has been revised accordingly. Number: 55 Created: 9/12/2006 F ISAFEWAY\SA2913-Taft & Draketdo6SA2913-jlf-final compliance response. doe