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Home My WebLink About023 - CONR REVIEW COMMENT RESPONSESPROJECT NARRATIVE 5th & Main|0.00 SPR SUBMITTAL 5th & Main | BOZEMAN, MT, 59715 REF #CYCLE REVIEWED BY TYPE FILENAME DISCUSSION STATUS1CD TechnicianJonathan Fuller6/27/22 9:28 AM Checklist ItemIncorrect Naming Protocol- No dates in titles as they affect versioning. All files should be numbered and named according to their order listed on your provided Submittal Checklist. File names should start with a numeric value followed by the document name. The numeric value at the beginning of the file name ensures the order in which they are displayed. Refer to our Quick Guide for additional information; Responsed by: Jake Steding - 6/29/22 11:34 AMThis has been corrected and reuploaded.Resolved2CD TechnicianJonathan Fuller6/27/22 9:28 AM Checklist ItemMissing list of questions regarding specific project input. This could be added to the project narrative or uploaded as a separate document.Responsed by: Jake Steding - 6/29/22 11:34 AMThis is currently in the Project Narrative under the heading "CONR Questions for the City".Resolved3CD TechnicianJonathan Fuller6/27/22 9:28 AM Checklist ItemZoning and context map is missing zoning information and appears to be the same as the "Parking Garage Floor Plan" in the drawings folder.Responsed by: Jake Steding - 6/29/22 11:34 AMThis has been corrected and uploaded.Resolved4CD TechnicianJonathan Fuller6/27/22 9:28 AM Checklist ItemMissing Civil plan including: a. Proposed utilities - electric, natural gas, telephone, cable, water, sewer b. Easements (in correct dimensions and width) c. Identify a stormwater strategy (surface vs. subgrade), and general location. Calculations not required. d. Topographic contours Responsed by: Jake Steding - 7/5/22 2:37 PMThis has been uploaded.Resolved51PlanningSarah Rosenberg7/18/22 11:17 AM Comment38.320.050 - Form and Intensity Standards B-3. Ensure that first floor to floor height is 15' Departures cannot be requested for building height or setbacks. These are variance requests in which a hardship must be argued. Staff would not be in support of these variance requests. See Section 38.350.050 for setback and height encroachments that are allowed. Variance Request has been included in this application to address the partial zero lot line condition at our alley property line. Floor to floor height of 15' complies with UDC Info Only61PlanningSarah Rosenberg7/18/22 11:40 AM Comment38.510.030.B - ensure that all block frontage standards are met and that facade transparency is shown on elevations. Sidewalk along Main and 5th will need to be 12' wide with tree pits. Project complies with UDC. See Landscape drawings and Building Elevations for further illustration. Info Only71PlanningSarah Rosenberg7/18/22 11:59 AM Comment38.520.030.C - Any building that contains multi-household dwelling units whose only solar access is from the side of the building must be set back from the side or rear property lines by at least 15 feet. The units on the north side do not appear to meet this standard. As discussed with planner, this item does not apply to the North side of the lot where the building is not adjacent to another propoerty. Building complies with this items on the East side of the building and the section is not applicable to the North.Info Only81PlanningSarah Rosenberg7/18/22 12:03 PM Comment38.520.060 - retail, conference room, and office cannot be counted towards open space. Common indoor recreation areas (bike, fitness, pet wash) can only count towards up to 50% of the required open space. Project complies. See project matrix.Info Only91PlanningSarah Rosenberg7/18/22 12:04 PM Comment38.520.070 - service areas and mechanical equipment must be identified and screened appropriately unless it is facing the alley. Variance Request has been included in this application to address the partial zero lot line condition at our alley property line. Floor to floor height of 15' complies with UMC Info Only101PlanningSarah Rosenberg7/18/22 12:06 PM Comment38.340.120 - any structure within the NCOD proposed to be demolished must be fully documented. 411 and 421 W Main were surveyed in 2021 and considered eligible for listing on the National Register of Historic Places. 407 W. Main has not been surveyed since 1984 and needs to be updated. Since the structures are considered historic, section 38.340.080 & 38.340.090 applies. More detailed inventory and documentation will be required for these three buildings. Inventory and assessment currently underway. Info Only121Solid WasteRussell Ward7/19/22 12:25 PM ChangemarkSLD Waste1. it will need to be written into the covenants that it is building managements responsibility to move refuse dumpsters to the tip pad on collection day. 2.tip pad will need to be heated. 3.must have 30 foot of clear overhead free of wires, and trees 008 CONCEPTUAL CIVIL SITE PLAN.pdf A heated concrete tip pad has been provided outside of the trash room door (See Sheet C3.1).Info Only 13 1 Fire DepartmentScott Mueller7/20/22 11:35 AM CommentAs proposed, Fire is somewhat supportive. A fire hydrant will be required to be within 100 feet of fire department connection for standpipe and sprinkler systems. So positioning of fire riser room and/or FDC, could be placed without having to add a fire hydrant. The FDC has been positioned within 100 feet of the existing fire hydrant (See Sheet C3.1).Info Only 14 1 EngineeringAlicia Paz-Solis7/25/22 10:55 AM CommentBMC 38.410.070 and DSSP Section V.A and V.B - Water and Sewer Design Criteria - Prior to a determination of adequacy the applicant must provide an estimate of the peak-hour sanitary sewer demand as well as the average and max day demands of domestic water usage for the proposed site development. The estimates must be certified by a professional engineer. The applicant is encouraged to investigate the existing access within the north open space as it may by part of the existing HOA to connect to the 10-inch PVC sewer main on W Oak St. Water and Sewer demand estimates for the project are included with the Engineering Design Report provided with this submittal. Note these demands will be offset by demolishing the existing businesses at the site. Water use data history for these businesses has been requested from Griffin Nielsen for comparison. Info Only 15 1 EngineeringAlicia Paz-Solis7/25/22 10:56 AM CommentBMC 38.410.130 - Water Rights - The applicant must contact Griffin Nielsen with the City Engineering Department to obtain a determination of cash-in-lieu of water rights (CILWR). CILWR must be paid prior to final site plan approval. A preliminary CILWR determination request was sent to Griffin on 9/21/22 and is forthcoming (correspondence attached). Info Only 16 1 EngineeringAlicia Paz-Solis7/25/22 10:57 AM CommentDSSP Section II (A.4) - Water Quality - The applicant must include a drainage plan with post-construction stormwater management controls that are designed to infiltrate, evapotranspire, and/or capture for reuse the post-construction runoff generated from the first 0.5 inches of rainfall from a 24-hour storm preceded by 48 hours of no measurable precipitation. For projects that cannot meet 100% of the runoff reduction requirement, the remainder of the runoff from the first 0.5 inches of rainfall must be either: a. Treated onsite using post-construction storm water management control(s) expected to remove 80 percent total suspended solids (TSS); b. Managed offsite within the same sub-watershed using post-construction storm water management control(s) that are designed to infiltrate, evapotranspire, and/or capture for reuse; or c. Treated offsite within the same subwatershed using post-construction storm water management control(s) expected to remove 80 percent TSS. The applicant is encouraged to investigate the existing stormwater facilities within the north open space as it may by part of the existing HOA. This project cannot meet the on-site storage requirement due to 100% building lot coverage, basement parking spaces, very deep clay soils, and lack of adequate storm drain infrastructure in the area to tie into. This project will meet Option a) by filtering roof runoff to meet the 80% TSS removal requirement prior to discharging. The entire site will be covered by roof area. More information is provided in the Engineering Design Report provided with this submittal. Info Only 17 1 EngineeringAlicia Paz-Solis7/25/22 10:57 AM CommentDSSP Section II.C - Water Quantity - The applicant must provide on-site detention with release rates limited to predevelopment runoff rates. Retention ponds must be sized based on a 10-year, 2-hour storm intensity.The applicant is encouraged to investigate the existing stormwater facilities within the north open space as it may by part of the existing HOA. The site is currently 100% hardscape and buildings and will be replaced by total roof area. Runoff rates and volume from the new roof area will not exceed the predevelopment condition, however it will be filtered using post-construction BMPs to meet the water quality standard per Comment 16. More information is provided in the Engineering Design Report provided with this submittal. Info Only 18 1 EngineeringAlicia Paz-Solis7/25/22 10:58 AM CommentBMC 38.220.080.A (2.g) - Traffic Generation - The applicant must submit a peak hour trip generation value to the City to determine whether a traffic impact study is required. Peak hour trip generation rates were sent to the City review engineer on 9/21/22 (correspondence attached).Info Only 19 1 EngineeringAlicia Paz-Solis7/25/22 10:59 AM CommentDSSP Plans and Specifications Review Policy A. - Plans, specifications, and submittals for public infrastructure improvements must be submitted to the City Engineering Department (https://bozeman-mt-us.avolvecloud.com/) for infrastructure review. Acknowledged, no public infrastructure improvements are proposed currently.Info Only 20 1 EngineeringAlicia Paz-Solis7/25/22 10:59 AM CommentDSSP Plans and Specifications Review Policy A. - Plans, specifications, and submittals for fire services lines must be submitted to the City Engineering Department (https://bozeman-mt-us.avolvecloud.com/) for infrastructure review. Acknowledged - a fire line plan will be submitted concurrently with the building permit application.Info Only 21 1 EngineeringAlicia Paz-Solis7/25/22 11:35 AM CommentDSSP Section V (B.10) - Sanitary Sewer Mains - The minimum diameter of a sewer main is 8-inches. Main lines shall be sized for design flow, not available slope. PVC pipe shall be used for all gravity flow main lines unless other materials are specifically approved. The applicant is advised that the adjacent sewer main located within W. Main Street is a slipped lined 6-inch Vitrified clay pipe (VCP). Upon future development, the existing sewer main servicing the subject property must be upsized and replaced. The exact extent and size of the sewer main replacement will be determined based on the peak-hour sanitary sewer demand, tie-in location, and existing upstream and downstream sewer slopes. The applicant is advised to contact the City’s Engineering Department to discuss the upgrade prior to site plan submittal. We understand that the 6" sewer main in Main Street is currently slip-lined and that a potential upsize may already be in progress as part of an adjacent hotel project. Sewer demand estimates for this project are included with the Engineering Design Report provided with this submittal. Note the increase in sewer demand at this property will be offset by demolishing the existing businesses at the site, including two restaurant facilities and an office building. We would like to set up a meeting to discuss any sewer infrastructure upgrades and potential coordination with upgrades being driven by the adjacent hotel project. Info Only 22 1 EngineeringAlicia Paz-Solis7/25/22 1:05 PM Comment City of Bozeman Resolution 5076, Policy 1 - If not already filed for the subject site, the applicant will need to provide and file with the County Clerk and Recorder's office executed Waivers of Right to Protest Creation of Special Improvement Districts (SIDs) for the following: (a) Street improvements to W Main St between 9th Ave and Wilson Ave including lighting, signalization, paving, curb/gutter, sidewalk, and storm drainage; (b) Street improvements to W Mendenhall St between 9th Ave and Wilson Ave including lighting, signalization, paving, curb/gutter, sidewalk, and storm drainage; (c) Street improvements to West Babcock St between 9th Ave and Wilson Ave including lighting, signalization, paving, curb/gutter, sidewalk, and storm drainage; (d) Intersection improvements at W Main St and 5th Ave including lighting, signalization/channelization, paving, curb/gutter, sidewalk, and storm drainage; (e) Intersection improvements at W Main St and 3rd Ave including lighting, signalization/channelization, paving, curb/gutter, sidewalk, and storm drainage; (f) Intersection improvements at W Main and 7th Ave including lighting, signalization/channelization, paving, curb/gutter, sidewalk, and storm drainage. (g) Intersection improvements at W Main and Wilson Ave including lighting, signalization/channelization, paving, curb/gutter, sidewalk, and storm drainage. The document filed must specify that in the event an SID is not utilized for the completion of these improvements, the developer agrees to participate in an alternate financing method for the completion of said improvements on a fair share, proportionate basis as determined by square footage of property, taxable valuation of the property, traffic contribution from the development, or a combination thereof. The applicant must provide a copy of the filed SID waiver prior to final Site Plan approval. Form can be found in the City A draft SID Waiver document is included with this submittal for review. Info Only 23 1 EngineeringAlicia Paz-Solis7/25/22 2:07 PM CommentBMC 38.410.060 (B.2) - The applicant must provide a ten (10) foot utility easement (power, gas, communication, etc.) along the developments property frontage prior to Site Plan approval. This project has zero lot line building frontages along Main Street and 5th Ave consistent with downtown development standards. There is not space easements within the property frontages and it is assumed these utilities will continue to occupy the adjacent public right-of-way. Info Only 25 1 Stormwater DivisionAdam Oliver7/25/22 4:54 PM ChangemarkSTORM - maintenance accessConsider locating underground infiltration closer to a driving entrance or connecting to an external structure where maintenance access would be easier. 008 CONCEPTUAL CIVIL SITE PLAN.pdf Underground infiltration will not be feasible at this site. Roof drain filtration is instead proposed to meet the water quality standards (see response to Comment 16). Info Only 26 1 Parks DepartmentMatthew Lee7/28/22 9:27 AM CommentBMC 38.420.020.A - Provide parkland tracking table showing parkland required and parkland provided. If providing CILP, provide justification using the criteria established in Resolution 4784. Current CILP value is $2.30 but is finalized at time of SP adequacy. Parkland tracking included in submittal.Info Only 27 1 EngineeringAlicia Paz-Solis8/1/22 2:28 PM Comment Alley Access – The City has concerns regarding available turning movements within the proposed 20-foot alley. The applicant will need to: • Consider access off N 5th • Consider utilization of the rear set back. • Utilize vehicle-turning templates to evaluate vehicle-turning paths. The applicant is advised to reach out to the City’s Transportation Engineer, Taylor Lonsdale, to further discuss this comment. Vehicle turning templates showing standard passenger vehicle movements entering and exiting the alley garage accesses are provided with this submittal for review. Info Only 29 1 EngineeringAlicia Paz-Solis8/1/22 3:48 PM Library CommentBMC 38.270.030.C - Completion time for site development: Provision of municipal central water distribution, municipal sanitary sewer collection systems, streets, and stormwater systems means that the criteria in either subsection a or subsections b and c are met. All improvements must be installed prior to the issuance of a building permit (pursuant to the criteria established in subsection a) for any building within the site, except when concurrent construction is an identified purpose of the initial project review and approved pursuant to the criteria established in subsection b and c of this section. Public Infrastructure upgrades are not currently proposed as part of this project. However, we understand there may be some coordination with potential sewer upgrades to resolve (see response to Comment 21). Info Only 30 1 Northwestern EnergyMatt Tilstra8/8/22 4:23 PM ChangemarkNWEPlease submit application on NWE website to have elec/gas services removed or relocated. 007 EXISTING CONDITIONS & DEMO PLANS.pdf A site meeting with NWE (Kory Graham) occurred on 9/16/22. The NWE application and coordination for this project is in progress. Info Only 31 1 Northwestern EnergyMatt Tilstra8/8/22 4:43 PM ChangemarkNWE - MetersIf meters are to be screened, there needs to be a 4ft clear zone in front of them & no locking doors/gates. 008 CONCEPTUAL CIVIL SITE PLAN.pdf Understood.Info Only 32 1 Northwestern EnergyMatt Tilstra8/8/22 4:43 PM ChangemarkNWE - Relocate ElecWork with NWE engineer to relocate overhead power away from building footprint. Elec lines must be at least 10ft away from building. 008 CONCEPTUAL CIVIL SITE PLAN.pdf See response to Comment 30.Info Only Plan Review - Review Comments ReportProject Name: 22231 5th and Main Residences CONR Workflow Started: 6/10/2022 2:23:07 PM Report Generated: 08/16/2022 04:19 PM REVIEW COMMENTS