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Home My WebLink About4b_INFORMAL RESPONSE_2016-10-04 BLACK OLIVE – INFORMAL APPLICATION: 16185, RESPONSE DATE: October 04, 2016 - See SP1 submittal for documents listed below. 1. Project Location, Design and General Comments: a. Confirmed. b. Confirmed. c. Confirmed. d. This project will not be providing Affordable Housing. e. Provided. RE: Civil Plans. f. Confirmed. RE: Civil Plans. Email confirmation from Northwestern attached. g. Building will be maintaining existing building addressing of 202 South Black Avenue. Individual unit addressing, within the building, will be determined by GIS Department at a later date. 2. Development Review Process: a. Confirmed. Re: COA application. b. Confirmed. c. Confirmed. Package also sent to DRB. d. Confirmed. e. Confirmed. 3. Street, Curb & Gutter, Sidewalks: a. Confirmed. RE: Civil Plans and Architectural Site and 1st Level Floor Plan. b. Confirmed. c. Confirmed. RE: Civil Plans. d. Confirmed. RE: Civil Plans. e. Confirmed. RE: Civil Plans and A00.40 - A00.44, A01.00, A01.01. 4. Setbacks: a. Confirmed. b. Confirmed. RE: Civil Plans for all site setbacks. c. Confirmed. RE: Civil Plans for all Utility easements. 5. Height a. Confirmed. RE: A03.01, A03.02 6. Landscaping: a. Confirmed. RE: Landscape plans with calculation of landscape points. b. RE: Landscape Plans for calculation of Landscape points. c. Confirmed. RE: Landscape Plans and A01.01, A03.01 and A03.02 for parking screening. d. Confirmed. RE: Landscape plans for identified landscape species and any non- vegetation options as well. e. Confirmed. RE: Landscape plans for all tree locations and specifications. f. Confirmed. RE: Landscape plans for tree species. g. The project will not use an exempt well for irrigation purposes. The project is minimizing the use of municipal water by limiting the amount of landscaped area, utilizing drought tolerant plant material, and using a high efficiency irrigation system 7. Parkland and Open Space: a. Parkland to be provided by cash in-lieu per 38.27.020.A.1. See Project Matrix for Parkland requirement calculation for cash in-lieu. b. Open space is being provided per Sec. 38.27.020.E.4, Individual unit balconies, min. 6’x6’. RE: Project Matrix for calculations. c. Confirmed. Unit balconies, min. 6’x6’, are being provided. 8. Parking: a. Confirmed. RE: Project Matrix for parking calculations. Also, see Civil Site Plan and A01.01 for parking layout. b. Confirmed. RE: Civil Site Plans for on-street parking, outside of site vision triangles and fire hydrant locations. c. Confirmed. RE: A01.01, A03.01 and A03.02 for parking layout and parking screening. d. Confirmed. RE: A01.01 for parking layout. e. Confirmed. RE: A01.01 for parking layout. f. Confirmed. RE: A01.01 and Landscape plans for all bicycle parking locations. g. Confirmed. RE: A01.01 and Landscape plans for all bicycle parking locations. h. Confirmed. RE: A01.01 and Landscape plans for all bicycle parking locations. i. Confirmed. Parking on site to be concrete. 9. Other Comments: a. Confirmed. RE: Civil Plans for site vision triangles. b. The proposed on-site parking is provided on the ground floor of the building and snow plowing will not be required. Therefore, no snow storage is required or proposed. c. See Construction Route Map for exterior refuse collection during construction. Permanent refuse collection will be located at the trash pad at the north side of the building along E. Olive St. at the east end of the building. It will be screen with wood screening similar to the building wood material. Each floor of the building has a trash chute down into the trash termination room at the 1st floor. The trash containers will be put out onto the trash pad for collection. d. Confirmed. RE: Electrical plans. e. Confirmed. RE: Electrical plans. f. Confirmed. RE: A03.01, A03.02 and Material board. g. Acknowledged. h. Acknowledged. Engineering Comments: 1. The estimate of the peak hour sewer flow is provided in the Water, Sewer, and Storm Water Engineering Report. 2. A hydrant flow test from the nearest hydrant is provided in the Water, Sewer, and Storm Water Engineering Report. 3. The Civil plans show the complete replacement of the existing curb adjacent to the property. 4. A Traffic Impact Analysis is provided with the submittal. 5. The Civil plans show the complete replacement of the existing sidewalks adjacent to the property. 6. The estimate of the proposed new water use is provided in the Water, Sewer, and Storm Water Engineering Report. Pending the Engineering Department’s approval, this estimate will be the basis for the Cash-in-lieu of water rights payment. 7. Vision Triangles are shown on the Site Plan. There are no encroachments other than existing signs and boulevard street trees. 8. The proposed on-site parking is provided on the ground floor of the building and snow plowing will not be required. Therefore, no snow storage is required or proposed. 1 Cordell Pool From:Workman, Dustin <Dustin.Workman@northwestern.com> Sent:Thursday, September 29, 2016 2:42 PM To:Cordell Pool Cc:Andy Holloran (andy@homebasemontana.com) Subject:RE: Black Olive Site Cad Based on the provided site layout, the below described specified easement location would be adequate. Due to the existing utility configuration the side and back lot easements are required to keep the existing infrastructure in service. There is ample capacity to serve the required load for electric and gas based on the square footage and the planned use of the building. Please feel free to contact me with any additional questions or concerns. Thanks, ______________________ Dustin Workman, PE Construction Engineer dustin.workman@northwestern.com O 406-582-4644 C 406-533-8118 F 406-585-9634 121 East Griffin Dr. I Bozeman, Montana 59715 From: Cordell Pool [mailto:cpool@seaeng.com] Sent: Thursday, September 29, 2016 11:19 AM To: Workman, Dustin <Dustin.Workman@northwestern.com> Cc: Andy Holloran (andy@homebasemontana.com) <andy@homebasemontana.com> Subject: RE: Black Olive Site Cad Dustin: Please see the attached site plan showing your updated utility routing. Utility easements will be provided on the south side of the building (10’) for the gas main, and east side of the building (5’) for the underground electrical line. Can you reply back with a simple acknowledgement that this plan meets your requirements. Cordell Pool, PE Project Engineer Stahly Engineering & Associates, Inc 851 Bridger Drive, Suite 1 | Bozeman, MT 59715 Phone: (406) 522-9526 | Fax: (406) 522-9528 www.seaeng.com This message is for the named person's use only. It may contain confidential, proprietary or legally privileged information. No confidentiality or privilege is waived or lost by any mistransmission. If you receive this message in error, please immediately delete it and all copies of it from your system, destroy any hard copies of it and notify the sender. You must not, directly or indirectly, use, disclose, distribute, print, or copy any part of