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HomeMy WebLinkAboutPlan Review - Review Comments Responses_AllPlan Review - Review Comments Report Project Name: 26128 Haggerty Multi Family SP Workflow Started: 2/24/2026 11:26:11 AM Report Generated: 04/16/2026 03:32 PM REVIEW COMMENTS REF # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 CYCLE 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 REVIEWED BY CD Technician Sam Sagstetter 3/6/26 4:28 PM CD Technician Sam Sagstetter 3/6/26 4:29 PM CD Technician Sam Sagstetter 3/6/26 4:31 PM CD Technician Sam Sagstetter 3/9/26 9:57 AM CD Technician Sam Sagstetter 3/9/26 10:09 AM CD Technician Sam Sagstetter 3/9/26 10:24 AM CD Technician Sam Sagstetter 3/9/26 11:07 AM Solid Waste Russell Ward 3/10/26 2:17 PM Addressing Jenny Connelley 3/23/26 8:14 AM Addressing Jenny Connelley 3/23/26 8:16 AM Fire Department Shane Brandhorst 3/31/26 9:19 AM Fire Department Shane Brandhorst 3/31/26 9:21 AM Fire Department Shane Brandhorst 3/31/26 9:48 AM Northwestern Energy David Fuentes 4/1/26 11:35 AM Northwestern Energy David Fuentes 4/1/26 11:35 AM Transportation Candace Mastel 4/1/26 11:48 AM Transportation Candace Mastel 4/1/26 11:49 AM Stormwater Division Adam Oliver 4/1/26 12:17 PM Water and Sewer Division Nick Pericich 4/1/26 12:58 PM Forestry Division Alex Nordquest 4/1/26 3:51 PM Forestry Division Alex Nordquest 4/1/26 3:58 PM Forestry Division Alex Nordquest 4/1/26 3:58 PM Northwestern Energy David Fuentes 4/7/26 9:52 AM Transportation Candace Mastel 4/7/26 2:26 PM Water Adequacy Division Griffin Nielson 4/8/26 10:22 AM Parks Department Ross Knapper 4/8/26 10:52 AM Parks Department Ross Knapper 4/8/26 10:52 AM Parks Department Ross Knapper 4/8/26 10:54 AM Parks Department Ross Knapper 4/8/26 11:14 AM Engineering CODY FLAMMOND 4/8/26 11:21 AM Engineering CODY FLAMMOND 4/8/26 11:25 AM Engineering CODY FLAMMOND 4/8/26 2:04 PM Engineering CODY FLAMMOND 4/8/26 2:17 PM Parks Department Ross Knapper 4/8/26 2:36 PM Parks Department Ross Knapper 4/8/26 2:37 PM Engineering CODY FLAMMOND 4/8/26 2:46 PM Engineering CODY FLAMMOND 4/8/26 2:46 PM Engineering CODY FLAMMOND 4/8/26 2:51 PM Engineering CODY FLAMMOND 4/8/26 3:46 PM Engineering CODY FLAMMOND 4/8/26 3:46 PM Engineering CODY FLAMMOND 4/8/26 4:15 PM Engineering CODY FLAMMOND 4/8/26 4:16 PM Engineering CODY FLAMMOND 4/8/26 4:16 PM Engineering CODY FLAMMOND 4/8/26 4:19 PM Engineering CODY FLAMMOND 4/8/26 4:19 PM Engineering CODY FLAMMOND 4/8/26 4:25 PM Engineering CODY FLAMMOND 4/8/26 4:33 PM Engineering CODY FLAMMOND 4/8/26 4:37 PM Engineering CODY FLAMMOND 4/8/26 4:42 PM Engineering CODY FLAMMOND 4/8/26 4:46 PM Engineering CODY FLAMMOND 4/8/26 4:58 PM Water Conservation Division Eric Neustrup 4/9/26 9:46 AM Water Conservation Division Eric Neustrup 4/9/26 9:46 AM Water Conservation Division Eric Neustrup 4/9/26 9:51 AM Water Conservation Division Eric Neustrup 4/9/26 9:51 AM Water Conservation Division Eric Neustrup 4/9/26 9:52 AM Water Conservation Division Eric Neustrup 4/9/26 9:53 AM Water Conservation Division Eric Neustrup 4/9/26 9:54 AM Water Conservation Division Eric Neustrup 4/9/26 9:54 AM Water Conservation Division Eric Neustrup 4/9/26 9:55 AM Water Conservation Division Eric Neustrup 4/9/26 9:55 AM Water Conservation Division Eric Neustrup 4/9/26 9:55 AM Water Conservation Division Eric Neustrup 4/9/26 9:56 AM Water Conservation Division Eric Neustrup 4/9/26 10:00 AM Water Conservation Division Eric Neustrup 4/9/26 10:00 AM Water Conservation Division Eric Neustrup 4/9/26 10:01 AM Water Conservation Division Eric Neustrup 4/9/26 10:01 AM Engineering CODY FLAMMOND 4/10/26 9:57 AM Engineering CODY FLAMMOND 4/10/26 10:18 AM Engineering CODY FLAMMOND 4/10/26 10:50 AM Engineering CODY FLAMMOND 4/10/26 10:59 AM Engineering CODY FLAMMOND 4/10/26 11:10 AM Engineering CODY FLAMMOND 4/10/26 11:13 AM Engineering CODY FLAMMOND 4/10/26 11:19 AM Engineering CODY FLAMMOND 4/10/26 11:28 AM Engineering CODY FLAMMOND 4/10/26 11:45 AM Engineering CODY FLAMMOND 4/10/26 11:50 AM Engineering CODY FLAMMOND 4/10/26 11:50 AM Engineering CODY FLAMMOND 4/10/26 11:57 AM Engineering CODY FLAMMOND 4/10/26 12:18 PM Engineering CODY FLAMMOND 4/10/26 12:21 PM Engineering CODY FLAMMOND 4/10/26 12:24 PM Engineering CODY FLAMMOND 4/10/26 12:32 PM Engineering CODY FLAMMOND 4/10/26 12:37 PM Engineering CODY FLAMMOND 4/10/26 12:38 PM Engineering CODY FLAMMOND 4/10/26 12:40 PM Planning Zachary Moon 4/15/26 11:45 AM Planning Zachary Moon 4/15/26 11:55 AM Planning Zachary Moon 4/15/26 12:03 PM Planning Zachary Moon 4/15/26 12:04 PM Planning Zachary Moon 4/15/26 12:09 PM Planning Zachary Moon 4/15/26 12:15 PM Planning Zachary Moon 4/16/26 1:35 PM Planning Zachary Moon 4/16/26 1:56 PM Planning Zachary Moon 4/16/26 2:15 PM Planning Zachary Moon 4/16/26 2:18 PM Planning Zachary Moon 4/16/26 2:22 PM Planning Zachary Moon 4/16/26 2:26 PM Planning Zachary Moon 4/16/26 2:33 PM Planning Zachary Moon 4/16/26 2:34 PM Planning Zachary Moon 4/16/26 2:40 PM Planning Zachary Moon 4/16/26 2:46 PM TYPE Checklist Item On 001_A00-SP Cover Sheet, please break out the total landscaped area as with irrigation and without irrigation. Checklist Item Please add an ADA certification block to sheet 001_A00-SP. Checklist Item Please include the square footage of any public street right-of-ways on site. Checklist Item Please dimension the mechanical room to verify that water service lay lengths meet minimum requirements. Checklist Item Please include snow storage areas. Checklist Item Please show measurements from the building to the property line on the south and west side of the property on 012_A10 SITE PLAN. Checklist Item Please include an engineer's stamp on the traffic study report. Changemark Solid Waste 1. Dumpster needs to be centered in the middle of a minimum of 10 foot clear opening. 2. front doors of refuse enclosure must open a minimum of 180 degrees each. Comment An address currently exists on this lot of 219 Haggerty Lane. Once this is approved, a second address can be assigned for the second building. Units are typically numbered 1, 2, 3, etc. or lettered A, B, C etc. I think I see what you are getting at with E and W being directions, or sides of the lot, but that could be confusing as it is not the standard. Comment I will need to know if these are condominiums, to be bought and sold individually with recorded condo declarations and what they will be called in order to be able to add them to the CIty system. Changemark Gate Item 1 Locked swing gate with Knox lock or box shall be installed on the parking lot side of the secondary access drive Changemark Gate Item 2 No Parking fire lane signs need to be installed Comment Need fire hydrant on Haggerty Changemark Service Line Valve Clearance Ensure water service valve is 5' from easement line. Changemark SSMH 2 Clearance Consider moving proposed MH location to minimum 5' from easement line. Changemark Candace Mastel Item 2 Consider placing skateboard deterrent on the sidewalk edge of the wall. Changemark Candace Mastel Item 4 Consider placing skateboard deterrent on edge of seat wall facing paved surfaces. Comment DCS 6.4 Attach a signed Acknowledgement of Stormwater Facility Maintenance Requirements to the Stormwater Drainage Plan and specify the geographic extent of the site for the sake of maintenance responsibility. Changemark W/S Future manhole access Generally an all weather access road is required to drive our large equipment to this manhole. There is no access shown. Changemark Blvd Tree Requirements The utilities shown in the Landscape Plan (Fiber Optic, Sewer) are not prohibitive for required street frontage / boulevard trees. Please include proposed trees such that they are spaced a minimum of 10' from nearby utilities and clear of the Street Vision Triangle for the entrance/driveway. Changemark Trees and Utility Clearance Proposed trees must be a minimum of 10' clear from Sewer line. Please adjust tree placement to accommodate this requirement. Changemark Boulevard Landscaping The proposed type of juniper may impede snow storage in the boulevard, please discuss with Streets Maintenance or Water Conservation. Blvd/Street trees are required. The Forestry Division does not recommend rock/stone mulch as it can migrate to sidewalk/street; organic wood chip materials are required around trees (min. 3' diameter, 3-4" depth) and recommended around other landscape plants. Comment Refer to the New Service Guide and Electric Service Requirements & Guidelines on Northwestern Energy’s website for meter clearance requirements. ( https://www.northwesternenergy.com/account-services/for-business/construction-services) Comment As indicated on the informal review (comment on 1/8/2026) applicant shall provide connectivity to the sidewalk to the north buy connecting the planned sidewalk in the proposed project to the existing sidewalk at the edge of 211 Haggerty Lane. Comment BMC 38.410.130. Water Adequacy: The project's estimated annual municipal demand is 1.58 acre-feet, which must be offset prior to site plan approval. At the City's current CILWR fee rate of $6,000/AF the CILWR fee for the project is $9,489. Payment must be made prior to the final site plan approval. Changemark Parks Sec. 38.260.030.A.4.b. Please indicate where the 0.09 acre of ROW & easement reduction is located. Street, public or private, rights-of-way and transportation easements are allowed reductions. Changemark Parks Sec. 38.260.030.A.4.b. - only common open space is allowed for reduction. Private balconies cannot be included in this value. Allowable reduction is 0.03 acres. Changemark Parks Please see draft park table in City Documents folder Changemark Parks Private open space should be clearly defined and visually identifiable from public parkland area. A small open fence is recommended to keep public users from entering into the private open space area. Comment The applicant is advised that Haggerty Lane will need to be kept open to two-way traffic as much as possible during the sewer main installation work. Comment The applicant is advised that work in the adjacent park will require a use license with the Parks Department. This license must be obtained prior to any work being completed in the park. Changemark ENG- Easement Signers The mutual access easement is between the lot owners. The City does not need to sign the easement. The applicant must remove the City signature page from the draft. Changemark ENG- Easement Exhibit The applicant must provide an easement exhibit and refer to it in the text prior to further review. Changemark Parks Trail connection is allowable if trail connection and sidewalk can be used as midblock pedestrian crossing to allow through access from Softball Complex and Haggerty Lane. A public access easement is required for the section of sidewalk from the proposed gravel trail connection to the ROW sidewalk along Haggerty Lane. Changemark Parks A User License must be completed prior to any construction to authorize proposed utility work in city parkland. Parks will forward a draft user license for review under a separate email. Changemark ENG- Service Allowance The applicant must add services to the list of allowed items prior to further review. Changemark ENG- Easement Exhibits The applicant must provide the easement exhibits prior to further review. Comment The applicant must provide the draft sewer easement and exhibit for the proposed sewer easement on the neighboring property prior to further review. Comment The applicant must indicate whether the sewer easement on the adjacent property, Lot 2A-2, is proposed to be changed prior to further review. Changemark ENG- Lot Name Other documents referenced this lot as Lot 2A-1. The applicant must check the lot name and place the correct name in the document. Changemark ENG- Project Number The project number listed here needs to be the site plan project number, 26128. The applicant must update this prior to further review. Changemark ENG- Project Number The project number listed here needs to be the site plan project number, 26128. The applicant must update this prior to further review. Changemark ENG- Project Number The project number listed here needs to be the site plan project number, 26128. The applicant must update this prior to further review. Changemark ENG- Project Number The project number listed here needs to be the site plan project number, 26128. The applicant must update this prior to further review. Changemark ENG- Project Number The project number listed here needs to be the site plan project number, 26128. The applicant must update this prior to further review. Comment BMC 38.410.060.B.2.a- The applicant must provide a front setback utility easement along Haggerty Lane prior to further review. Changemark ENG- No Parking Signs Haggerty Lane is on an early morning plow route. The applicant must provide "No Parking from 2 AM to 7 AM" signs on Haggerty in front of the site. Comment BMC 38.610- The applicant must provide the completed wetland checklist prior to further review. Comment DCS 5.2.10- The applicant must demonstrate how adequate maintenance access is being provided to the proposed sanitary sewer manholes prior to further review. Comment BMC 38.310.010- The applicant must provide the completed ditch noticing checklist prior to further review. Comment BMC 38.400.100- The applicant must show the street vision triangles on the site plan prior to further review. Comment A signed copy of the Building Permit Landscape & Irrigation Self-Certification Form (Appendix E) is necessary to receive a building permit. See the "City of Bozeman Landscape and Irrigation Performance and Design Standards Manual" - 3.1.2 Comment Prior to commencing any work, the applicant must contact the Water Conservation Division to schedule a preinstallation meeting. Include a note on the landscaping and irrigation plans that the applicant’s team will need to schedule this preinstallation meeting. See the "City of Bozeman Landscape and Irrigation Performance and Design Standards Manual" - 3.1.2 Comment Include the total landscaped area and the landscaped area with vegetative coverage in square feet. See the "City of Bozeman Landscape and Irrigation Performance and Design Standards Manual" - 3.2.2 - "Required Elements of the Landscape Design Plan for Final Plat and Site Plan" - Item 2) Comment Stones over 2" in diameter, sticks, roots, construction debris, and other extraneous matter must be removed and disposed of legally. Add a note to the landscaping sheet that this practice will be followed during construction. See “City of Bozeman Landscape and Irrigation Performance and Design Standards Manual”, Section 3.2.1 “Landscape Design Standards”, “Soil Quality Requirements”, 3). Comment Backflow prevention assembly information is missing. See “City of Bozeman Landscape and Irrigation Performance and Design Standards Manual”, Section 3.3.1 “Irrigation Design Standards”, “Backflow Device and Controller”, 1). Comment Rainbird TM series controllers require either the LNK wifi module to meet WaterSense requirements. Add note indicating device will be used to create connectivity for the controller. Controller will be checked for connectivity at time of inspection. Watersense labelled controllers are required per the “City of Bozeman Landscape and Irrigation Performance and Design Standards Manual”, Section 3.3.1 “Irrigation Design Standards”, “Backflow Device and Controller”, 2). Comment Sensors (rain, freeze, wind, ET, soil moisture, etc.), either integral or auxiliary that suspend or alter irrigation operation during unfavorable weather conditions or when sufficient soil moisture is present are required. See “City of Bozeman Landscape and Irrigation Performance and Design Standards Manual”, Section “ 3.3.1 Irrigation Design Standards”, “Backflow Device and Controller”, 3). Comment Overhead irrigation spacing must be designed to achieve head to head coverage. Head layout is insufficient to create head to head coverage in areas where the distance between heads exceeds the maximum throw distance of the irrigation device selected or the distance between heads is less than the minimum throw distance for the irrigation device selected. See “City of Bozeman Landscape and Irrigation Performance and Design Standards Manual”, Section 3.3.1 “Irrigation Design Standards”, “Sprinklers/Overhead Irrigation” 5). Comment Applicant is advised that selected flow sensor and controller are not compatible. Comment Drip irrigation must be installed with the ability to easily flush the line. Add note to irrigation sheets that this practice will be followed during installation. See “City of Bozeman Landscape and Irrigation Performance and Design Standards Manual”, Section 3.3.1 “Irrigation Design Standards”, “Drip Irrigation”, 4) Comment Trees must be drip irrigated. Trees are no longer required to be on separate, dedicated drip zones, but must be irrigated with drip irrigation. See the "City of Bozeman Landscape and Irrigation Performance and Design Standards Manual" - 3.3.1 - "Irrigation Stations/Zones" - Item 3) Comment Size of irrigation sleeves is missing from schedule and plan. Include the size of irrigation sleeves. See the "City of Bozeman Landscape and Irrigation Performance and Design Standards Manual", Section 3.2.2 "Required Elements of the Landscape Design Plan for Final Plat and Site Plan",2), l). Comment Irrigation Water Requirements for projects utilizing the prescriptive pathway must use the following assumptions when calculating their water use: Cool season turfgrass uses 18.4 gallons per square foot per year, drought-adapted woody plants and herbaceous perennials use 5.4 gallons per square foot per square foot per year, and drought tolerant plants use 1.8 gallons per square foot per square foot per year. For projects utilizing the performance pathway the water budget calculator provided by the City of Bozeman Water Conservation Division will serve as the Irrigation Water Requirement. See “City of Bozeman Landscape and Irrigation Performance and Design Standards Manual”, Section 3.3.3 “ Irrigation Design Plan Requirements”, “Required Elements of the Irrigation System Design Plan for Final Plat and Site Plan” 1). Comment Include the hatch for the "area to receive drip emitters" in the irrigation schedule. See City of Bozeman Landscape and Irrigation Performance and Design Standards Manual", Section 3.3.3 "Irrigation Design Plan Requirements", "Required Elements of the Irrigation System Design Plan for Final Plat and Site Plan", 2), j). Comment Identify connection point for winterization. Connection point for system winterization must be located downstream of backflow preventer. See the "City of Bozeman Landscape and Irrigation Performance and Design Standards Manual" - 3.3.3 - "Required Elements of the Irrigation System Design Plan for Final Plat or Site Plan" - Item 3) h) Comment Applicant is encouraged to, but not required to landscape boulevard areas with seed mix and temporary irrigation. This would remove issues associated with rock mulch being in the City right of way and improve the boulevards ability to function as snow storage. Changemark ENG- Snow Storage BMC 38.530.020.L-Snow storage must be provided for at least 15% of the total area of the site used for parking, access drives, walkways, and other paved surfaces. The applicant appears to be providing less than that. Also, the proposed snow storage area appears to be blocking access to the fire hydrant on the Softball Complex site. The applicant must revise the snow management plan to provide the required amount of snow storage and not block the fire hydrant. Changemark ENG- PE Sign and Stamp The drainage report must be signed and stamped prior to further review. Changemark ENG- Void Space DCS 6.8.3- Subsurface facilities using aggregate for the infiltration media shall be sized on the test value of porosity and not void ratio. The applicant must confirm and provide supporting documentation that the void space percentage used is the tested porosity value and not the void ratio prior to further review. Changemark ENG- Basin 2 Water Quality Volume The applicant has not demonstrated how the water quality volume for Basin 2 will be managed. The applicant must provide a management strategy for the water quality volume for Basin 2 prior to further review. Changemark ENG- Full Range Storm Management DCS 6.5.2- The runoff rate from the site must be limited to the pre-development runoff rate for the full range of storms from the 2-year to the 100-year storm. The applicant has not demonstrated how the runoff from the full range of storms will be managed to to control the runoff rates to the pre-developed levels. The applicant must demonstrate this in the report and design prior to further review. Changemark ENG- Post-Development Runoff Rates The post-development runoff rates from the site are greater than the pre-development runoff rates. The applicant must revise the design to control the runoff rates to the the predevelopment runoff rates prior to further review. Changemark ENG- Peak Flow The peak flow provided appears to correspond to a 20 minute duration not the 13.9 minute time of concentration. The applicant must recalculate the peak flow to correspond with the time of concentration provided. Changemark ENG- 100-year Discharge The applicant is using the pre-development runoff rate in the calculations but has not demonstrated how the flow will be limited to this runoff rate. The applicant indicated that the 100-year storm would overtop the weir pipe and demonstrated in Appendix C that it would flow at 5.35 cfs. This is much greater than the 1.19 cfs predevelopment rate. The applicant must revise the design to control flows to predevelopment rates and clearly demonstrate how this will be accomplished. Changemark ENG- Missing Calculations The applicant has not provided calculations for the 8-inch perforated pipe flow capacity, roof drain piping capacity and expected flows for full range of storms, capacity of the permeable paver system over the gravel storage media to accept and convey the expected runoff flows into the media, and if any bypass of the pavers is expected. Changemark ENG- Signed O&M Plan The applicant must provide a signed O&M Plan prior to final site plan approval. Changemark ENG- O&M Plan Missing Components DCS 6.4.3- The applicant must revise the O&M plan to include all the items required in subsections a. through h. of this section prior to further review. Changemark ENG- PE Stamp The geotechnical report must be stamped prior to final site plan approval. The applicant must present the stamped report everywhere the report is provided in the development application. Comment DCS Attachment C Section 1.e- The applicant must provide groundwater mounding calculations demonstrating that water from the stormwater management facility will not impact structures on and off site. Comment DCS Attachment C Section 6- The applicant must provide a geologic cross section of the stormwater management facility area with the proposed facility superimposed on the cross-section. The relevant geologic units must be clearly shown and identified on the cross-section. The cross-section also must show the seasonal high groundwater elevation across the section. Comment The applicant must demonstrate that the full storage volume calculated for the stormwater management facility is available. It appears that the portion of the facility above the invert elevation of the overflow structure will not be available for detention of the runoff. Comment DCS 6.8.2.A- The applicant must demonstrate that the bottom of the stormwater management facility is a minimum of two feet above the seasonal high groundwater elevation prior to further review. The seasonal high groundwater table elevation must be established by at least one season of groundwater monitoring at the location of the facility. Comment BMC 38.780.030- The public improvements must be completed and accepted prior to building permit issuance. Comment The release and reconveyance must be completed at the time of acceptance of the public improvements and prior to building permit issuance. Comment All public improvements must be reviewed through the Engineering Division's infrastructure review process. The review application must be submitted to the Engineering Division's ProjectDox portal. Comment BMC 38.410.010 – General Standards – Natural environment and Site Plan Checklist- Application Documents- #3- The new UDC requires the design and development of all land uses must be properly related to topography, and must, to the maximum extent possible consistent with the other requirements of this chapter, preserve the natural terrain, natural drainage, existing topsoil, trees and other existing vegetation. Within the project's narrative please provide a response to this review criteria for further completeness review. Comment The cover sheet indicates a 20% reduction in parking allowed for bike parking. City Staff is unclear where this reduction is coming from as the referenced code section is 38.320.070 which is special use standards relating to Public. Government, and Regional Uses. Staff is unaware of any allowed reductions to number of Bicycle parking spaces allowed within code. Please provide the required 10 short term bicycle parking spaces and update the cover sheet and all other applicable sheets to show the required number of bicycle parking spaces for further completeness review. Comment BMC Section 38.260.040.B.3.b.(8) restricts landscaping planters, beds and other such structures from being included in the are of the common outdoor space calculation. While staff supports the utilization of landscape screening to block the common outdoor space from the adjacent trail, the screening cannot be counted towards the area of the amenity space. Please calculate the amenity space without using the landscape planters surrounding the amenity space for further completeness review. Comment BMC Section 38.260.040.B.3.b.(3) requires that common outdoor space can have no dimension less than 10 feet. Per subsection (8) planter areas cannot be counted towards amenity space area. With this the proposed amenity space area contains areas with dimensions less than 10 feet. Please remove any area with a dimension less than 10 feet from the landscaped area calculation for further completeness review. Comment BMC Section 38.220.040.3. requires a minimum amenity space of 150 square feet per unit with 2+ sleeping rooms. Per amenity space comments, there are areas which cannot be counted towards the amenity space calculation, and it is likely additional area must be added to meet minimum amenity space requirements. Please ensure that the proposed development includes the minimum 1,500 square feet of amenity space required by BMC and please update all associated sheets and calculations for further completeness review Comment BMC Section 38.260.040.B.3.b(8) The proposed amenity space area abuts a drive aisle. In order to be counted towards common outdoor space, the proposed amenity space must be appropriately separated from streets, services areas, and parking lots. The drive aisle is considered a portion of the parking lot and as such the amenity space must be screened from the drive aisle. Please provide screening or other acceptable treatment in order to separate the amenity space from the drive aisle for further completeness review. Comment Site Plan Checklist- Lighting Plan and Details- #3- Requires that all proposed fixtures should be keyed to fixtures shown on the electrical plan and the photometric plan. Currently the photometric plan does not indicate which lighting fixtures will be used where. Please ensure that the light fixtures proposed on the lighting cut sheets are correlated to the lighting shown on the photometric plan for further completeness review. Comment BMC Section 38.260.040.B.3.c.(2) requires that no portion of private outdoor amenity space can have a horizontal dimension less than 6 feet. The private balconies shown have an angled portion of which a considerable portion has a horizontal dimension of less than 6 feet. While the design of the balconies is acceptable, the portion of the balcony which measures less than 6 feet cannot be counted towards amenity space. Comment BMC 38.530.020.L.2.e. restricts snow storage from obstructing onsite amenities. The plans show snow storage within the amenity space area. Snow storage cannot obstruct or be included in the amenity space area. Please revise the plans to remove snow storage from the amenity space for further completeness review. Comment The photometric plan submitted shows lighting in excess of 1 footcandle at the property line. BMC Section 38.560.040.G.5. requires that lighting not exceed 1.0 footcandles onto adjacent commercial properties. Please adjust the location, fixtures, and output of lighting as needed in order to meet the maximum lighting allowances for further completeness review. Comment Site Plan Checklist- Landscape and Irrigation Plan- #10 requires that the height of all lighting be shown. Please indicate the proposed height of lighting fixtures for further completeness review. (Note: the bollards have a height indicated on the lighting cut sheet. As long as the bollard location is marked on the photometric plan as required by another planning comment, the bollards do not need their height indicated) Comment BMC Section 38.510.040.D.3. requires that pathways must be separated from structures by a minimum of 3 feet of landscaping. It is unclear whether the planting areas between the walkway and building are adequately wide to meet this standard. Please provide measurements showing the width of the planting strip and ensure that the site provides a minimum 3 feet of landscaping between the sidewalk and the building for further completeness review. Comment Section 38.510.060. requires that mechanical equipment and service areas be appropriately screened. Planning staff were unable to locate utility meters and other such mechanical equipment on the submitted plans. It appears that limited additional space exists to host mechanical equipment and the required screening. Please indicate on the elevations or site plan where such equipment will be located for further completeness review. (also see Site Plan Checklist Building Design and Signage- #7) Comment Section 38.510.060. requires that mechanical equipment and service areas be appropriately screened. After indicating the location of mechanical equipment, please ensure that adequate screening per subsection C (or subsection F if roof mounted) is provided for further completeness review. Comment BMC Section 38.520.060.C.2. It appears that metal siding is proposed to be utilized in construction of the building, however the ultimate material has not been provided. Please provide cutsheets for the proposed siding and ensure that the proposed siding meets the minimum requirement of 24 gauge thickness for further completeness review. Comment The adjacent site to the south is a critical element of the design as it provides the required secondary access for the proposed residential units. As such, prior to final approval of a site plan, the site to the south must be reviewed and receive planning approval for the proposed changes through a Modification (MOD) or Site Plan application. It is likely that the proposed changes would constitute a Modification (MOD) application, however this will be determined at the time of application submittal. FILENAME 013_A11 SITE DETAILS.pdf 005_C3.1 SITE AND UTILITY PLAN.pdf 005_C3.1 SITE AND UTILITY PLAN.pdf 005_C3.1 SITE AND UTILITY PLAN.pdf 005_C3.1 SITE AND UTILITY PLAN.pdf 027_L2.2 LANDSCAPE DETAILS.pdf 027_L2.2 LANDSCAPE DETAILS.pdf 005_C3.1 SITE AND UTILITY PLAN.pdf 023_L1.1 LANDSCAPE SCHEDULES & NOTES.pdf 025_L1.3 PLANTING PLAN.pdf 025_L1.3 PLANTING PLAN.pdf 001_A00-SP COVER SHEET - SITE PLAN REVIEW.pdf 001_A00-SP COVER SHEET - SITE PLAN REVIEW.pdf 001_A00-SP COVER SHEET - SITE PLAN REVIEW.pdf 011_A09 CONTEXT SITE PLAN.pdf Haggerty Multi-Family mutual access easement.pdf Haggerty Multi-Family mutual access easement.pdf 005_C3.1 SITE AND UTILITY PLAN.pdf 005_C3.1 SITE AND UTILITY PLAN.pdf Haggerty Multi-Family Sewer Pipeline Access Easement.pdf Haggerty Multi-Family Sewer Pipeline Access Easement.pdf Haggerty Multi-Family Sewer Release Reconveyance.pdf Haggerty Multi-Family Sewer Pipeline Access Easement.pdf Haggerty Multi-Family mutual access easement.pdf Haggerty Multi-Family Sewer Release Reconveyance.pdf Haggerty Multi-Family SID waiver.pdf Haggerty Multi-Family SID waiver.pdf 005_C3.1 SITE AND UTILITY PLAN.pdf 012_A10 SITE PLAN.pdf Haggerty Multi-Family Storm Report.pdf Haggerty Multi-Family Storm Report.pdf Haggerty Multi-Family Storm Report.pdf Haggerty Multi-Family Storm Report.pdf Haggerty Multi-Family Storm Report.pdf Haggerty Multi-Family Storm Report.pdf Haggerty Multi-Family Storm Report.pdf Haggerty Multi-Family Storm Report.pdf Haggerty Multi-Family Storm Report.pdf Haggerty Multi-Family Storm Report.pdf Haggerty Multi-Family Storm Report.pdf DISCUSSION Responded by: Sina Seyedian - 3/9/26 1:06 PM IRRIGATED & NON IRRIGATED LANDSCAPED AREA BROKEN OUT ON A00-SP Responded by: Sina Seyedian - 3/9/26 12:47 PM ADA Block under general noted item #3 Responded by: Sina Seyedian - 3/9/26 12:36 PM 0 sf of public R.O.W on site. See area breakdown under "Project info" on A00-AP Responded by: Sina Seyedian - 3/9/26 12:38 PM Dimensions added to mech room. Sheets A20.W, A21,E, A22 & A23 updated. Responded by: Sina Seyedian - 3/9/26 12:38 PM SNOW STORAGE BOUNDARY & AREA ADDED TO A10 Responded by: Sina Seyedian - 3/9/26 1:03 PM MEASUREMENTS TO BUILDING ADDED TO A10 Responded by: Sina Seyedian - 3/9/26 1:30 PM Traffic study is stamped on Page 7 of 45 Dumpster enclosure removed. Individual totes brought out to Haggerty Ln to service units. The applicant acknowleges the comment. Please advise if there is a specific numbering system the City wants to see These are condos to be bought and sold. They will be called East Edge Condos Locked swing gate w/ knox box provided at end of secondary access. See note on Sheet C3.1 Signage added. No fire hydrant needed per email correspondence Water service valve moved 5' from easement line SSMH 2 moved at least 5' from easement line Skateboard deterrents not to be included in project Skateboard deterrents not to be included in project An acknowledgement form has been provided and signed. The acknowledgement includes the site description and the owner is responsible for the stormwater facilities within the site. Access added off of Haggerty utilizing a combination of the proposed driveable concrete and Truegrid with sod for the access surface material. Tree placement cannot be accommodated while maintaining the required minimum 10-foot separation from underground utilities and remaining clear of Street Vision Triangles. Please refer to sheet L1.3 for Street Vision Triangles and associated boulevard tree requirement notes. The proposed tree located within 10 feet of the sewer line has been removed from the plan. The proposed junipers have been removed from the boulevard planting plan. Tree placement cannot be accommodated while maintaining the required minimum 10-foot separation from underground utilities and remaining clear of Street Vision Triangles. Please refer to sheet L1.3 for Street Vision Triangles and associated boulevard tree requirement notes. We propose to include the required sidewalk connectivity to the north along Haggerty Lane in the engineering infrastructure review plans. Noted The .09 acre reduction was associated with a utility easesment, which does not qualify as an allowable reduction under Sec. 28.260.030.A.4.b. The Reduction has been removed and the park table updated accordingly Private balconies have been removed from the open space reduction. The allowable reduction has been applied to the updated park table The park tabe has been updated to reflect the city's draft template. Landscpae screening is proposed to keep public users from entering private open space The easement has been updated. The easement exhibit will be provided prior to final approval. Trail connection removed Understood. We will sign the user agreement prior to construction of the utilities in the city parkland. Services have been added to the allowed list of items. The easement exhibit will be provided prior to final approval. The existing sewer easement on the neighboring property is remaining in place so there is no proposed sewer easement on that side. The existing sewer easement on the neighboring property is remaining in place so there is no proposed sewer easement on that side. Correct name placed in document Project number updated Project number updated Project number updated Project number updated Project number updated We are proposing to exclude this easement. We have provided letters from all utility providers except for NWE. They are willing to provide a letter once the proposed utility easement in the city park is recorded. We have provided a draft utility easement for review. Yellow curb paint and signs added We have included the wetland checklist. We do not have any wetlands on the private property. There are wetlands approximately 40' away from the existing sewer main north of Haggerty Lane as shown in the record drawings of the Front Street Interceptor, provided for reference. We propose showing the proposed wetland protection in more detail with the engineering infrastructure submittal for the sewer main. A buffer of 25' from the wetland shall be maintained during construction. Access added off of Haggerty utilizing a combination of the proposed driveable concrete and Truegrid with sod for the access surface material. We have included the ditch noticing checklist. There are no ditches or agricultural water users impacted by this project. Street vision triangles added to site plans This note has been added to the landscape and irrigation plans. The total landscaped area and the landscaped area with vegetative coverage in square feet has been added to sheet L1.1. This note has been added to sheet L1.1 Added backflow preventor Added LNK wifi module Added rain freeze sensor and LNK module for weather information Heads adjusted for head to head coverage Added note on sheet L3.1 and detail for flush on sheet L4.1 All trees are irrigated by drip irrigation Note added to Sheet L3.1, Sleeving shall be 2x the size of the irrigation pipe to be sleeved. Added table to irrigation sheet L3.1 Added to irrigation legend, each zone is now different color Located on the Exterior Point of connection see detail on Sheet L4.1 Rear portion of lot redesigned. Compliant snow storage areas provided. The snow storage areas have been revised so it does not block the hydrant on the Softball Complex site. The revised drainage report has been signed and stamped. The proposed gravel storage below the paver system has been revised to a closed pipe detention storage system so the porosity is not needed. Added gravel strips along property boundaries to provide storage for the water quality for this basin. Design has been revised to control the runoff rates to the predevelopment runoff rates. Calculations for the full range of storms have been provided. Design has been revised to control the runoff rates to the predevelopment runoff rates Peak flow has been recalculated to correspond with the time of concentration provided Calculations have been updated to limit flow to the predevelopment rate Calculations provided for 6-inch roof drains, 12" storm drains, and 24" storm drains in hydraulic calculations. Expected flows for full range of storms added to hydrology calculations. Design no longer includes permeable pavers/gravel storage system. A separate owner acknowledgement of maintenance form has been signed. The O&M plan has been revised to include additional information. A separate owner acknowledgement of maintenance form has been signed and provided as well. Stamped Geotechnical report & addendum included in resbmission. Stamp for geotechnical report provided on page 12. New design of stormwater management facility is a closed system and will no longer infiltrate into the native soil. New design of stormwater management facility is a closed system and will no longer infiltrate into the native soil. The stormwater management facility will be installed utilizing typical utility trench details. The drainage design has been modified so the full storage volume is available. The new stormwater storage facility has been revised to a closed pipe system that will not rely on infiltration into the surrounding soil and will prevent groundwater intrusion into the piping. Groundwater measurements from this spring have been included for reference. We are requesting concurrent construction to begin onsite construction prior to completing public improvements Acknowledged Acknowledged The project location is currently an undeveloped lot with native grass and vegetation. Few trees exist besides those located within the City of Bozeman sewer easement located along the southeast property line. The existing site generally slopes from southeast to northwest at 5% towards Haggerty Lane. Drainage from the Bozeman Softball Complex flows onto and through the property towards Haggerty Lane. The project site is bordered by the Bozeman Softball Complex to the south and commercial properties to the east and west. The proposed project includes construction of two new multi-story buildings with an asphalt drive aisle, concrete sidewalks, grass and grass with Truegrid structural support, and landscaped areas. The natural terrain is being preserved as much as possible with the two buildings stepping up the existing slope within the lot to meet existing grades on all sides of the property. As a result, the existing drainage patterns are also maintained and proposed stormwater management techniques limit the post-development runoff to the pre-development flowrates. Trees are proposed within the site to add shade and character to the development. The existing topsoil will be preserved and amended as needed within the proposed landscape areas. Bike parking revised to include 10 spaces The proposed amenity space has been revised to exclude the planter areas and now no longer contains areas with dimensions less than 10 feet. The proposed amenity space has been revised to exclude the planter areas and now no longer contains areas with dimensions less than 10 feet. The proposed devlopment satisfies the 1,500 square feet of amenity space. The adjacent drive aisle functions solely as an emergency access route and is not intended for regular vehicular circulation, parking, or service use. The use of Truegrid below the proposed sod reinforces this intent by maintaining a primarily green, low-impact surface and supporting the space as a passive, pedestrian-oriented amenity (not included in the amenity space calculations) rather than a vehicular area. Given this intended use and treatment, the space does not function as a service area, parking lot, or street condition, and is appropriately separated in character from such uses. Therefore, additional screening is not proposed Fixture designations are now indicated on the photometric plan for the proposed lighting type. Area of balconies in compliance w/ 38.260.040.B.3.c.(2) dimensioned & added to unit plans Rear portion of lot, snow storage and associated calculations revised. The photometric plan has been revised to not exceed 1.0 footcandles onto the adjacent commercial properties. Bollard lighting is the only exterior free-standing lighting proposed and is marked on the photometric plan. 3' provided between sidewalks & building. This dimension has been added to plans. Utility meter locations are indicated on the building elevations. Ornamental grasses are proposed to screen wall mounted services Mechanical equipemnt locations are incidated on the building elevations. Screening is provided in compliance with Sec. 38.510.060.C Metal siding has been removed from this project. MOD submission forthcoming STATUS Resolved Resolved Resolved Resolved Resolved Resolved Resolved Unresolved Info Only Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Info Only Info Only Unresolved Unresolved Unresolved Unresolved Unresolved Info Only Unresolved Conditioned Unresolved Unresolved Unresolved Unresolved Info Only Info Only Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Info Only Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Info Only Unresolved Info Only Unresolved Unresolved Unresolved Unresolved Info Only Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Info Only Info Only Info Only Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Unresolved Conditioned